HomeMy WebLinkAboutTRUSS SPECS - 07-00364 - 92 Star View Dr - New SFR0
1675 PEE ST'
f sG ,LOJ
n
Ec
Idaho Falls, I, 8340
compone-ntS Phone: ;.'
Pr j�
ect; FOYGL
Model SCOTT GARDNER
Contact:Site"
Name:
Ph Ile;
1= x
'rew tive Del i veru Date -
Block No.-
Lot
oyLot
Office -
(208) 356-4626
Profile: Qty: Truss Id:
i
r
}
}i L
v
�p
f y
�f
r
��r� �R'.'ti7'�Y4 rr}F�A'..rur�. .��.. V•P F,4f
.fly
�r
. lrr
1 1 131
tbs. each
123 lbs- cacti
1
190 Is. each
1 2 -Ply
.
2 B2
179 Is. each.
-'APS
11 lbs- each
I I C1
o:
SB S #81
21111;j
BURG
PO BOX 792
REXBURG, ID 83440
De I iverTo
G
REXBURG, h
Span.- Truss Tvpe. Top Pit, LOH
Height
Bot, Pit,
10.00
13,08-00 ABLE 7-08-1 -00-0
QL Ation
Job Number: +Q709681
Page: I
Irate: 07116107 09:27:3
-00-00
208
10.00
27-U4-00 L 1' 11
a 13-05-04
02 -00 -T) O 02-00-00
27-04-00 GABLE
13-05-04
02-00-00 0-00-0
10.00
27-04-00 IRD
13-05-04
0- - -00
2X4 2X6 1
10,00
03-03-03 PIGGYBACK
01-10-10
31-02-00 GIRDER
13-01-12
- 0-
02-00-00 .102-00-00
208 lhs. each 2X4 .
1C2 31-02-00HIP
160 Ib. each
1 ?-Ply
2 C3
11 lips, each
o 1
16 lbs. each
? I DI
46 lbs. each
DI
58 1hsr each
1 J El
20 lbseach.
I
7 lbs, each
J5 FgP
19 lbs, each
9 I F1
189 lbs, each
' FIG
211 lbs. cath
m9m
1
1 F
1 i F
[ F
I} lbs. each
1.46 lbs_ each
147 lbs. each
171 lbs. each
174 Iles. earah
31-02-00 GIRDER
zxa zx6
03-05-11 GIRDER
13-00-00 1 SPECIAL
10.00
13-01-12 0-0-00
10.00 1
13-01-12 102-00-00
7.07
04-00-10 -0-1
10.0
--0 0200-0
-00-0
-00-00
10.00
13-00-00 GABLI 07-0 -0 02-00-00 02-00-00
1C1�� 4
0-06,00 KING POST 03-01-05
06-06-00 GABLE 04-09-08 102-00-00 02-00-08
10.00
0.5'-09-03 PIGGYBACK 02-11-02
33-08-00 SPECIAL '13-01-12
5.00 1 -01-1.00
10.00
33-08-00 GABLE 13-01-12 02-00-0
10.00
33-08-00 SPEC IA 11-06-00
�r00
10.00
33-08-00 PIGGYBACK 11-06-00'
10.00
33-08-00 PIGGYBACK 13-0 1 -1 02-00-00
5,00
10.
i
33-08-00 HIP 11-0-00
-08.00 1 FIT
0.00
13-01-12
2-0-00
Account No: SBSS i2
Designer: CTG
Salesperson, DALETAYLOR
Quote dumber: Q709681
P.O. Number:
Project, FOYGLE
Model- SCOTT GARDNER
Contact: S1t :
9
Na :
han :
Faze
Tentative Def iv ' ate:
1675 PEDERSEN ST
Idaho Fall, Id. 83445
Phone: 208.528.2309
Fix: 208.528.2320
Block No:
Lot Na:
Office -
(208) 356-4626
Profile.,- I Qty: Truss 1d:
a G1
1
2 I G2
2 I J1
1 M1
173 lbs- adi
14 lbs. each
1) 2 -Ply
170 lbs, tach
16 lbs. race
2REXBURG
PO BOX 792
REXURG� ID 83440
Del Ivey To.IP
REXBURG, ID
Span ITruss Type:
-08-00
MODIFIED
Top Pit,
Height
Bot. Pit.
10.00
13-01-12
LOH
10"00
12-08-14 14 02-00-00
10.00
ABL 12-08-14 -,02-00-00
25-08-00 GIRDER
2X4 2X6 ;
p 10.00
;'I 1-C)1-0
10.00
01-10-15 JACK 03-07-11 -0-00
10.00
04-00-00 MONOTRUSS 05-04-09 02-00-00
Qi. ation
Job lumber. Q709681
Page.
1 Date. 07/16/07 09-427131
..count No: SB S 8. 1
Designer: CTG
alaesp rson: DALETAYLOR
Quote Number- Q709681
P.O. Number,:
ROH
021-00-00
0-00--0
Total Truss Fri
Disc. Items-,
UB -TOTAL:
Delivery
Selling Price;
$7,400.00
$0.00
$7,400.00
$75.00
$7,475.00
Trl.ISS TfU5S Type
l
MP I E T iF� Idaho Falls, IES 8W3. Clay ° ti tin
---0
-1-0
4x4 =
M
f C�Y f Ply REXBIlrt�-IF'TYGLElCGl7-1fi1(ID}N
Job Reference a lianaP)
5.500 s Mar 8 2[]07 MiTek industries, Inc,
i
Nbn Juf 1608-59-562007 Pagel
"`� 13-8-0
Irlate offsets ' , L '0-1-4 Edge]. -Li _a_0-1-4 E y
LOADING ('ps�
TILL 35,0 -- CSI
( Roof no _ Plates Increase 115 TC c-74
T DL 8.0 L u m ber In r a. se 1,15 BC 0-37
E L I- 8.0 Rep Stress I n r 1110 VV8 0.18
DL 8.0 Code I1 2003/TF12002 (f tri
IMMITMn
1
� DEFL
in
{Ioc}
Ildefl
Ud pVa1TEg
Vert(LL)
-Q. 11
11
Nr
90 MT20
Vert(TL)
-0.13
11
Nr
84
Harz(TL)
a.Qo
10
n!a
Na
� Wind(LL)
0.06
19
nlr
120 Weight:611b
GIMP
169/123
TOP CHORD 2 X 4 SPF 165OF 1.5E BRACING
TOPCHORD Structural wood heath i ri d1recti y applied or 6-0- 0 oc Purling,
130TCHORD 2 X 4 SPF 1650F 1.5E EST F�
OTHERS 2 4 , PF`, to t ORD .� i rI�n it t1 C� r 1 Q-0-0 o bracing,
REACTIONS T1 (113/ r e) 2=487113-8-0, 10=487/13-8-0, 15=147/13-8-0116=194/13-8-05 17=2341 1 0 _
— C -- 11 1 — T4�i 14=194/13-8-0 r 13;;234/13-8-0, �1 =-111/1 —8-0
Nbx Up i ft2 19 O(L C 7), 10=-211(L 8) " 16--,9() (L )" 17=-81 (L ), 18=- 452 L 14=-4 L 8 1
1 15= 147(LC1) 1 18- 2 (L 2), 17=291 L 2) , 18= 1 5 (L 7), 14 =2 54 L 13-291 12=1 8
FORCES (1b - Mamurn mpr ionfMa)<rnam Tension
TOIL H D 1-2'-0 27 J4r — -- f 38/1 0 , —4--1 0 , 4— `-1 1 01 79, — --1 13/1 0 I =— 1
1-11-0/204
BOTCHORD _1 0/151 a 17-1 =0/151, 1 -17=0/1 1, 1 --18-C/ 1 1, �14-1 =0/1 1 -14-0/151 _ 151.
WEBS — �� � — i` 2 7 , 4-17=;-239/90,— �� r { '^ 1 10-12=0/151
17 , 7-14=— 7f i' 0,8-13----z-239/91 a 9-12z---48/176
NOTES
1) i nd. ASCE 7-98 90mph; h=2 ft; T DL= . P f; B C L= .8p f, Category 1[i E ; enclosed; MW
Plate grip DOL; --1,33. interior r Lr L- .
2) Truss designed for vAnd loads 1n the plane of the truss ori1 , For studs exposed to windnormal to the f
End Detail"'face), see i'4liTl "rtalr�dGable
T LLe ASCE 7- a Pf=35.0 P f (flat roof Snow); ; Sheltered
4) Unbalanced snow loads h bean considered for this design.
5) This truss has men designed for greater or mitt rOOf 11 ve Ectad of 16. 0 p f or 2.00 me flet roof load of 85,0 f on overhangs
1th ogler I i'' loads.. pnon-concurrent
This truss has been designed for a. 10.0 p f bottom chord J ive load n neon urrent with an other dive loa
ds
7) JI plate. are 1.5x4 20 unle other e indicated. .
is t rays req u I res p lata i inspecti on per t he Tooth Cou nt Met food when th i s truss is chos en for q ua I i ty as s u rance i n
spect ion.
9) Gable requires continuous bottom, chord bearing.
10) ab] e studs spaced at 2-0-0 ee,
11 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift a
0 Ib upliat joint 16, 1 lb uplift at joint 17, 4lh uplift at +�ir�t � � 1 � atJoint r 2� � P� ��1wft atjoint �i ,
� J r � ��J'�ft atjoint �i 2 I� uplift at joi rpt 13 and 452 Ib uplift at joint 12-
12) This truss i.s designed in accordance with the 2003 tnt rnalti nl ResidenUal Code sections R502.1 1.1
standard IY'TPI 1.
� F�2.l_2 and farn
LOAD CASE(S) Standard
ale = 1:33,8
Jo
I I utis
Truss Type
'Q709681 I
ROOF TRUSS
L.
STOCK COMPONENTS -F, Idaho Falls, ID 8W3, Clay Gostin
---
-0-0
8x14. MT 20H I1
4
I
0-4-1
PIS BUN&Ifs &GGiT-1 '(ID)H
s
Job Reference o ti nal
6.5W S lir 8 2007 MiTek Industries, ire . r _
JU1 1 °00:12 2007
rums
29-4-Q�
2-D-0
u - 13-8-0
-� 1 27-4-0
6-11-15 --1 --1
-1 11-i
PI ate Offsets A2'0- -4 �-- ; 0--
0-4-0 Ed
LOADING (psq
TOLL 35.0
Roof Snow --35,C)
TDL 8-0
BOLL 0.0
DL 8.
LIMBER
TOPCHORD
BOTCHORD
WESS
SPACING
-o-o
Plates Increase 1 1
Lu m berJn r e 1.1
Rep Stress I n cr YES
Code 11R00/TP10
X 4 SPF 165OF 1.5E
4 SPF 1650F 1- E
X 4 SPF 1650E 1,5E Beet" -
VVI 2 X 4 SPF -S StudlStd, VVI 2 X 4 SPF -S StHF11SUdl
EDE
Lef=t- 2 X 6 LSE No - 21
Right' 2 X 6 DE NO,
REACTIONS IbIsI e) 2;--1570/0-;5-8j 15=157010-5-8
Max Uplrft2i-1(L ), =-1 (L
Max G r av2=1926(L ), 6=1 (L C 3)
CS111
aEFL
in (loc)
lldefi
Ud
TC 0.89
Vert(LL)
a. j a 2-19
X999
240
BG 0.39
Vert(TL)
-0.15 2-11
>999
180
VV13 0.21,
Herz(TL)
fl.06 6
Na
Na
(Matrix)
co
1
PLATES GRIP
W20 169f123
UT20H 148/108
Weight: 1 1b
BRACING
TOP CHO RD Structural wood s he thi ng dire tl I app i r2-2-0 o url iris.
E30T CHORD Rigid eeiIin dir ] a Iled or 10-Q-0 oc br i�
'EEVVEBS 1 Row t rrridpt -1O, _10
FORCES (lb) - Pvla>dmum Compression/maximurn Tension
TOP IB RD 1- L 0/ 1 , T L-2038/99, -4=-1 50/1 1, 4-5=-1 0`/l 7 -- ;-2038/9
BOT RD-11--84/1�J , 10 -11= -84/1324P9 -10=0/132318-9=01
r 13235 rj'1 y L
CHORD
325
WEBS -11= 0012621 -10=-808/157, 4-10=-8 970 -10=-808/1 , 5-801/262
DOTES
Wind.-
E 7-98, 90mphj hi fta T DL=4. p f, B CL=4_8p f, Cat 1Ia, enclosed; = � rr��Plate r(p DOL=1. Lum ber D 0 L-1.33
TOLL: ASCE 7,-98; Pf=35.0 psf (flat roof snow), E>p Q Full
y Exp,
Unbalanced snow Reads have been considered for this design,
This frt.lss Fins been ciesioned fQr greater Qf miry root live ioac of 16.o p t or 2.00 times flat rood load f X5,0 f on overhangs
with other I « roads_ �' non -concurrent
This truss hes been designed for a 10.0 p f bottom chord l lye load nonco r urr nt wl th an oth
All plates are I 0 plates Tile other e i ndi ted. Ir f� loads,
7) Provide mechanical connection (by others) of truss to be2ri ng plate ca able of withstanding � "' l�I fi r upliftt a II int _T41 � r� with t QInternational Idential Code
seal ons R502. 1.11 and R802-10.2 and referenced
standard ANSliTPI 1,
LOAD CASE(S) Standard
_—j
Page 1
r -ale =1:6 1.
Job
Truss
Truss I ype
Q709681 BIG
GAtBLE
0
STACK COMPONENTS -F, Iii h1(j% Fall -SID ICS 8�F 1 r
-.-
13-8-0
8:
4
0
1
PI
1 0"
REceuK&F0YGLE/cGr7-16/(1D)H
I
Job Reference o ti
.EX s NCar 7 MiTe k rndu st ri esI I irlc, Pin iuf _ T -Riga _
-0
-4-0
--0
Plate Offsets X,Y): 2:0-2-4 E
LOADING (psi
TOLL 35.0
(Roof n,0)
TCL '_
8LL 0.0
BCDL 8.0
1
- - y-- 27-4-0
6-11-15
ti
.-.i rn.n j- a e% r -w- - r.
0. kry- I Z 3 Cfj4I U- --I *1 r tqq e j R_Ib:U-5-. 1 P Ed r ' 0- -4, Eda e
SPACING -0-0
Plates Increase 1.15
Lures be r In crease 11.1
Rep Stress Jnr NO
Code IF.00/TP1.00
1
TC 0.82
BC 0,41
VVB 0,55
itri
zoom
❑EFL
in (loc)
Ildef!
Ud
Vert(LL)
0.10 6-8
>999
240
Vert(TIL)
-0.10 6-8
}999
180
Harz(TL)
0.01 6
n!a
Na
LUMBER BRACING
TOP CHORD 2 X 4 SPF 21 OOF I. 8E TOPCHORD
BOT CHORD X 4 SPF 1650E I_5E BOTCHORDD
WEBS 2 X 4 SPF 1650F 1. 5E *wept*
1 X SI F- Studtd, 1 FBF- Stud/Std WEB
OTHERS 4 PF- lud/Std *Except*
VVEDGE ST8 2 X 4 SPF 1650E 1.5 EP ST8 2 X 4 SPF 165OF 1,5E
Left. 2 X 8 DF 195OF 1.7E, Right: 2 X 8 DF 195OF 1,7E195O
PLATES
f0
Weight: 191 ab
RIP
169/123
C5
Structural wood sheathing directly applied or -0-0 oc purf i res.
i g id eel [in[ing d1rectly applied or -0-0 oc bracing, Except;
l 0-0-0 oc bracing: 8-10,6-8.
1 Row at midpt 3-10, 4-10P -10
REACTIONS (lbrei ) 2-481 ' 114-1- -, 14=332114-1-8 , Ir 0-1216/14-1-81 6=845/0 -5 -Br 11=1/14-1 -8 1
16:--4/14-1-8, 17-164/14-1 -8
MaXr Ho -Y8(L )
Max Uplift ---1 I L , 14=- L )4 10=- L ), =-141(L ), 111=-17(L+ , `l --8 L +17=-169
), 1 (L ), &Z 1 L ), 11- (L , 1 = 4(L , 1 -4 (L 4), 15- L
FORCES 0b - Ma>dum Compressilon/Ma>dmurn Tension
T P H D 1- =0/204, - =_-59 1 , - =- 16/246' 4- _- 18/ - =-1009
BOT CHORD 2-17=-1 11/229,16-17;---111/229, 15-1 =-111/229, 14-15=-1 11/22 x, 13-14=-1 1X2341 -1 =-
10-11=-11212341 9-10=0/549P8-9=0/549,6-8-0/550T�I ^-� �1 �,
WEB -14=-5701101 P 3-10--312/1511 4-1 0=-61 8/50 -1 G=-836/1 561 5-8=0/267
DOTES
1 Wind: ASCE 7-98; 90mph, h^ fk; T DL -4. psf; E DL= . p f; C2tegOry fl; Exp Q, eg f '; �fFR interior �`Lumber � ���aplat grip D L=1.
Truss designed for wind loads 1-n the pJ ane of the truss only. For studs exposed to Wnd (normal al to the fay a
End Detail" � P I iT�I tendert Gail
TOLL_ ASCE 7-98: Pf=35.0 psf (flat roof snow); Exp Q Full .
4) U nba I an ced s now loads have been con s ider d for this deli gn.
5) This truss has een designed for greater of min roof I ive Io d of 16,0 psf or 2.00 ti M es flat r f Goad
with other live loads,
_ Of , 0 psf on C�',�er�i J�s r�of��lu rrt
This truss has been designed for a 10.0 psf bottom chord live load non oncurr nt with an other liVe 102ds,
All plates are 1,5X4 MT20 unless otherMse indicated.
8) Gable studs spaced at -0-0 e *
9 Preside mechanical connect -Ion (b others) of truss to bealring plate capable of withstanding 116 Ib uplift aticint , Ib uplift at joint 12Q-.
Ib uplift at ioint 10, "14°1 Ib uplift l loint 6, 17 10 uplfft at loInt 11, 8 1 uplift t joint 1 and 1 ltd u Pin at .pint 1 , � �
10) This tri, i s designed i n e�rdan with the 2003 International Residers � J
t� I gid' sections n 0.11. 1 and R802.10.2 and referenced
standard ANSI[P] 1 _
LOAD CASE(S) Standard
S ca Ie = 1.5.1
Job
Q709681
STC
Truss
M
a Truss Type
a ROOF TRU
k-j1v1F- -q I Jr, I0ano r- a[ ILa 6:x]3, G1a u tin
B 4-10-14
4-10-14
9-3-71 13-8-0
6X3 WISH 1!.
d
Uwe
R BLJK F YLES' Gf7- 1 '(lD)H
21Job References o tEonal
6.500 s Mar 8 2007 Mr7'ek Industries, Inc.
--
Mon Jul 16X9:00:28 2007 Page
,-0
4-10-14 ;-0
4-10-14 9-3-7-
4-10-14
-3-7-
-10-14
0,8
10X10
^_ _-
18-0-9 22-5-2 27-4-0
4-4-9
4-10-14
Plate Offsets, I - Fd e, 0- -51 [1,0-_8_150-2-4I, s
L , i (pSo
TLL .0
SPACING
s� -
Ud
Plates Increase
1.15
TSL �.�
Lumber Iters
1.15
L�. 0.0
Fp StressIncr
IVB
-DL .0 i
Coale IF 003,TP[20
LUMBER
T P H ICK
BOT CHORD
WEBS
4 SPF +1 OF 1.5E * c pt*
T3 2 X 4 SPF 21OOF 1,8E
X 6 DF 1800E 1.6E
4 SPF 165OF 1_ 5E *Except*
4 SPF-+ t ud/Std, VV2 2 X 4 SPF -S Studl,'Std
ED E
Left: 2 X 8 DF 1 95OF 1.7']7, bight: 1- 5 X 11, 88 L L Truss G rad
REACTIONS (Ib/siz) 1=9082/0-5-8t -11527,{0- - (input; 0-5-8)
Max Herz1=;- 1 L
Max Uplift -1 =-8 (L , =-1 1 (L
Max G rav 1=4(L , 8=11 7L
CSI
TC 0.88
6 C 0,96
B 0.95
(Mtri.`
oEFL
in (loci
lydefi
Ud
Vert(LL)
-0.27 12-13
X999
240
Vert(7L)
-0.46 12-13
>705
1$0
Harz(TL)
0.13 8
nla
nla
BRACING
T P H 1 D
E30T CHORD
PLATES GRIP
U720 16-9/123
MT20H 165/146
T1 8H 1971144
I'elghta 358 1b
Stradural wood sh eathin wdiredly appIa ed c 3 -1- 9 cc purlins.
I i Id ceilin directly applied or 10-0-0 oc brar,ing.
FORCES (lb) - NJ.a>jrn um Corn pression/NbA mum Tension
T P H ISD 1-2=-12468/"1202,2-3=-10423/107213-4=-839819501 4-5=-8398/95815-6--11264/1193p -7 114 � �1 �1 7-8--14719/1442
14 /
8-9-0/219
CHORDBOT 1-15---938/93031
— 0 ' 1 4-1 5a -93 9/930 3, 4-1 -759! t 8 541 1 -1 6=- ' 59f 785 f, 1 -1 V "-7 P 4186 R 1 1 - 1 - 1 021 ! 1 1 1 0
�
10-11--1021111010P 8-10=-1021/11010
L V E B `1 5+ — l gY , —'1 4i— 1 978/ 2731 — 1 4=-36 1/350 1 1 13=— 446/'41 , 4-13=-11271101521 —1 �y 4/ 8 — 1 —
574/5609
7-12--3217/373, 7-10--36813917
NOTES
1) -ply V'u55 to l C rinLc;teij logemer with I OCI (0.1 1,,X:3.r) nails as follom;
Top chords connected as folkyws. 2 X 4 - 1 row at 0-9-o Cho.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc.
Webs connected asfolfc s_ 2 X 4 - I roar at - 9 _0 coo,
All loads are Considered equally applied to all plies, eXCeLpt if noted as fret F or back (8) face in the LOAD CASE section. Ply t�
ly
connections have been provided to distribute onlyloads ,toted s CASE(S) �
�E� �r• ��, �r�l�s �tl�et inditd.
Wind- ASCE 7-98, Omph; h= ft; T DL= 4. psf; B DL=4. .sf, Category Ila Exp - enclosed; MWFRS interior zone- Lumber DOL -1,33
plate grip DOL=1.33.
4) T LL-. ASCE 7-98; Pt=35.0 p f (flat root snow); Exp ; Fully Exp.
1 Unb o anted snow I cads have been considered for thl-s design.
This truss h@s been designed for greater of nein roof live load of 16-0 psf or 2.00 times flat roof load of 35.0 f on
overhangs non -concurrent
ith other live loads_
This truss has been designed for a 10.0 psf bottam ch ord 1i ve Road nonconcurr nt Wth any other I i've Ioad _
All plates .are IT C) plates unless otherwise indicated.
WARN : Required bearing size at joint()greater than input bearing size -
10 Prcmide m eehani cal connection (by other) of truss to bearing plate pable of Wthstanding 890 Ib uplift at joi nt 1 and 1218 1 b uplift at jo-Int
.
11) This truss is designed in accordance with the 2003 International Residenfial Code sections R502,11.1 and R802.10.2 and reference
standard ANSIYTPI1.
g [r�*twin span( : 20-1-8 from 0 -0-0 to 11-0- ; 3 3-8}0 from 11-0- 0 to 27,4-0
Scale, M641=1'
El
Jab
Truss
Truss Tome_
Q709681
B2 IROOFTRUSS
STOCK COMPONENTS -IF, ldaaho Falls, ID 83403, Clay Dustin
LOAD CASE(S) Standard
) Snow: Lumber increase -1. 1 , Plate Increase= 1, 1
Uniform Load (pl
Vert 1-4=-86, 4_ =y , 1 -1 -7-4 �F= 450) 8-16=-812(F;--796)
ICY
1
Ply
2 .fob Fr c trf
. 5M s Mar 8 2007 MiTek f rid Ustfle , Inc.. Wn J u 116 : 00:28 2007 Page
Job Truss Tris Type QtyPlyI �LJ FOY _
LE{� `� �� I DaM l�
709681 ROOF TRUSS
Job Reference (cClonal
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Cilay GustinM
,500 s Mw 8 2007 Mi -Tek Indu rie , Inc, n Jul 1 .'Page 1
---
- -o
--
--
4X8 -
1
26`4-
--
31-2-0
1
Plate Offsets
- - 1 -0-1
OWN
411
�f'j I{{I��II �j�I''``yf�I rL.+.`' F}� '}{, ,s+.` shy -y ' a-�.� /1� .9
2:V— —10 V—i +.J a`L.!-6-4 LJ — .0-4-1 —1-1 l 1:o—.:"--1�#10——
LOADING (pso
TALL "� F�1N -0-0
(Roof A E� 5dlf —� L_e�S_f�� Plates I r�c�e 1.15
TL Tf �. Lumber Increase 1.15
s
B LL 0_ Stress1nr NO
B C L 8.0 Code IRC2003iTP2002
CSI
I DEFL
in (loo)
1/defl
Lid FOLATES GRIP
TC 0.90
Vert(LL)
-0,08 13-14
>999
240 1 1T20 1691'1 23
BC 0.43
Vert(TL)
-0.11 13-14
>999
180
B 0,71
H orz(T L)
0,03 11
n/a
riga
l' tri
Weight.- 208 1b
LUMBER BRACING
TOP CHORD 2 X 4 SPF1 5 F1. E T F HOl l
BOT CHORD 2 X 6 IAF No -2 E T HORD
WEBS 2 X 4 S P F 1650F1,5E* pts
1 2 X 4 SPF-SStud/Std, VV2 2 X 4 PF- Stud/Std WEBS
SPF -S Stud/Std, W1 2 X 4 SPF -S SPF-SStud/Std
RF -ACTIONS ft/sire) =1086/0-5-8, 17=3046/0-5-8, 11=1640/0- -
Max Horz 2=-276(LC 5)
Max Up rft -- 1 (L 7), 17-788 788 L , 11--4 L 8)
Max Grav 2=1 8(L ), 1 = 04 (L 1)0 11= (L
Structural wood sheathing directly applied or4-1-11 oc purlins_
Rigid ceiling directly applied or 10-0-0 oc bracing, t.
6-0-0 0c bra ng: 16-17.
1 Row at midpt 5-17P 6-171 7-16, -1
FORCES Ob) - Ma)drTi urri ompre i nl rum Tension
T P H D 1-2;--0/219, 2-20=-1 32/232, 3 -20 --880/190.3-4=-560/127,4-5=-237/15135-6=-62/44716-7=-627/247P 7-8--992J2673 d},}y
_9=-1583/3 3 9-10--177313411,10-21 2057'379, 11-21 5091 0, 11-12=0121
BOT CHORD 2422=- 4Y � r °1 - _- ' 1 , 18-19=-274/836,17-18=-1191290,16-17=-1501294P 15-16--10511216P 14-15=-105/1216
13-14--209/1725F 1 - =- 09/1725, 11-23=-20911725
WEBS 3-19--70/340P 3-18=-747/212, 18=-2571850, -17--1181 /338, -�1 --1885/360 7-16=-98/107 -1 -p
_ _ a F 11 81'
8-14=-284/954, 10-14--695/1 , 10 -13= -60/309P6 -16z---377/1613
DOTES
1) "Find: ASCE 7,98; 90mph,le25ft, T L= .8P fF B DL,4.8p f, Category 11, ; enclosed; �1� interior zone, Lu
plate grip D L� i_33,
Lumber C L-1. 8
) T LL_ ASCE 7-08; Pf=35.0 pf (flat roof no Exp , Fully _
Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater of min roof live load -of 1&0 p f or 2.00 tunes flat roof load of other 85.E� f on overhangs non-core r
r ptrith li I loads.
l roVi d e adequate d,4 na g e to prevent water ponding.
This truss has been designed for a IC -0 p f bottom chord [ive fiveload nonconcurrent with any other live loads.
roe mocha ical connection (b others) of truss to bearing plate capable of ith tandin� 216 1h �plifit # ��int, 788 Ib uplift at joint 1
and 405 l b uplift t joint 11. l� 1
8) This truss is designed [n ae crdance ith the 2003 International Residential Code sections. 0 1
standard l I/ T Pl I _
. 1.1 end R802, �1 and referenced
Girder carries hip end w1th 4-0-0 end setback.
10) Hang r( or tither conn ecti oto demo () s le a 11 be proMids Liffi dent to support concentr t d 1cad () 143 1b down and 8 0 1b a p at 27-2-
01
and 143 Ib down and 80 lb up at 4-0-0 on top chord. The design/selection of such connection dei
() Is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss r noted as front F o r back (8),
LOAD CASE(S) Standard
1) Snow Lumber In re =f1.1 , Plate Increase=1.15
Conti wed an page
Scale = 1'60,2
2
�r
6
Ta—us
1cl
Tru—ss T, F e
RAF IQQ
COMPONENTS -IF, Idaho F211s, ID 8:3403, Clay Gustin
LOAD CASE(S) Standard
Uniform Loads (pj
Vert-, 1-6=-86, 6-7--86F -1 =— ., - =- (F�— )a 22-23=-98(F=-82)1
Concentrated Loads (lb)
Vert. 0 -143(1-) 1--143(F)
iw
1C
,fob Referenre (O ti n
6,500 s Mw 8 2007
MiTek Industries, lri. Nbn Jul 16 Og.-00:31 7 Page
Joh TT r —US 4 =
Trr�s Ty;� � .
I I I PIS
070968.1
ROOF TRUSS
TQC . ° 1I 'UNtN I IF, Idaho Falls, ID 63403t, Clay Gustin
U
rr�5
---
3
--
--1
Bx8
Bi48
17-10-3
-10-
4-6-5
4--
EXBU Y L CGf7-1 1D)H
I
Jab Reference o tional
6,500 s Mar 8 2007 Wek Industries, Inc.
fin Jul 12,007 Page I
-4-2 1-- --
B
J
6-9-14 1 --
5-11-
�
Plate - - , d igr3:0-3-0,0-3-4], [4-:0-5-810-4-8
LOADING (pso
SPACING -
(RoofTCLL 35.10 nor= � lel 2tIncrease 1,15
TCIDL _ � Lurgi r Increase 1,1:5
��CLL �_� Rep Stress Cr�.r `�
B CDL C IJ C C 8 TF1
6.-C-3-0,0-3-4
1
TC 0.79
BC 0.37
B 0.44
(atrix)
--1
0- = i Edge
--
-T 1
D F FL
1 n
(I
1/dell
Lid
Vert(LL)
0.10
7-9
>999
240
' rt.(TL)
-0.11
7-9
> 999
180
Hor (T L)
0,02
7
rVa
r a
LUMBER
f
TOP CHORD
2 X 4 SPF 1650F
1.5E *Except*
BRACING
TOPCHORD
T3 2 X 6 DF NO -2
BOT CHID
BOT CHORD
2 X 4 SPF 1 5OF
1, 5E
'EEVVEBS
2 X 4 SPF 165OF
1.5E *Except*
VVEBS
'1 2 X 4 SPF- Stud/Std, td, 1 2 X 4 SPF- Stud/Std
EBF
.eft. 2 X 6 DF
No.2, Right. 2 X 6
DF No -
REACTIONS (Ib/l ) 810'10 -5 -Sp 1 =1 150- _8, 7=1 10710-5-8
Max rav =10 4 L , 1 -161 L 1)a =14 (L )
1 --
PLATES
I' 0
Weight-- 161 lb
tru ctural `mood s heath in g directly applied or -1-1
Rigid cell Ing directly applied or 10-0-0 oc bracing,
-0-0 oc bracing: 11-1 .
1 row at m dpt 3-12,4-127 -11, -11
FORCES (lb) - Ma>dmum COMPressionfMa>imum T r- ion
TOP CHORD 1-2 0/212,2-3=-831/102, 3-4;---206/2521 �- �- � � �5-6-z-7771161 -��-�
/4, 7-8-0:21
SOT CHORD -1 =-124/449, 12-13=- 1 24/4484 11412=-371236, 10-11=0/898, -10=0/8981 7-9-0/899
VVE 8-13`0/2481 3-12--661/150. 4-12--1153/293 -11 =:-72/911' -11=- 1614516-11--654/1471.- -0/257
NOTES
1 +'ind: ASCE 7_98; 0 hr h= ft; T DL=4_ P f; BCDL= .8p f; Category II; Exp Q en iosed; MWFRS interior zone. Lu -
Lumber �L�-1.
plate grip DOL=1.33-
TOLL: ASCF 7-98, Pf=35.0 psf (flat roof snow); Exp C; Sheltered
3 nbai an ed Snow loads have been consiclarecl for tats Oesign.
This truss has been designed for greater of moire roof live load Of 16.0 psf r. 0 ti s flat r=oof load of 35.0 psf
th other I i I cadson overhangs non -concurrent
ProVide adequate dr211nage to prevent water Odin .
This truss has been designed for a 10, 0 psf bottom chord I _1ve Ioad nonconcurrent with any other lig loads.
This truss rewires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance iris tion.
Pr ld m hanicz] onn tion Eby ofh r of true t b rin plate pabl f ithstandin r11 1 b u Ii �
1 f d up] int t joint _ ft at r+t l bpl�ftt lei rpt 1 rel
This true is designed in accordance with the 2003 Int enation l Redd rti i Code sections x502.11.1 and R8.02.10.2 .10.
and referenced
standardANSI/TPI 1.
LOAD CASE(S) Standard
GRIP
169/123
0c purlins.
Except -
Cale = 1 ..
co I
- r
Truss ; TrussT
7081 POOF7I
USSal
I,
STOCK MPO N ENT -IF, Idaho Falls, JID 83, lay Gustfn
-0-1
4--
13-3-13
I
4--
x12 MT:20H,�
4--
m
I
M MT18H=
Ply 1 REXBURGfFaYGLEICGI7-151(ID)H
-1-
4-3-1
1
Job Reface tai
.;s Mar 8 2007 MiTek Industries, Inc. Ion Jul 16 D9 -.CX) -47 2007 Page 1
4--4
1-- --0
P I ate Offsets
LOADING ( p
TOLL 35.0
TCL 8,0
POLL 0.0
BDL 8.0
13-3-113 1.7-10-3
4-9-8 4-3-3 4-3-3
1SPACING 2-0-0
Plates Increase 1.1
L u m ter 1 rare 1.1
tl
Reps Stress; Inr N
Code IRC2003,TP12002
1
T C 0.79
BC 0.61
WB 3.87
(Matrix)
1 1:0-1-10,0-1-
-1-4
4--1
14'0-3-8.,,0-3-0
-4-
4-3-4
1 .0-3` , Edq
DEFL
in (foc)
fldefl
Ud
Vert(LL)
-0.21 18-19.
X999
240
Vert(TL)
-0.34 18-79
>771
180
Harz(TL)
0.06 14
nla
Ufa
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOPCHORD
130T CHORD 2 X 6 DF 240CF 2,OE ESOT HO D
WEBS 4 SPF 1 5OF I_517 *kept* WEBS
VV2 2X 4 SPF -S Stud/Std, W2 2 X 4 SPF-SStud/Std
WEDGE
Left:2 X 8 DF 195OF 1.7E
REACTIONS I b/ iz) 2=999210-5-8, 14=10365/0-5-811 11=583/0-5-8
M2x Hort = B(L 0)
Ilex LJplift =-1410 LD 7�� 1 =-1861 L 7), 11 -100 L
Max G r -10 5 04 L ), 14=;10541(L F 11.s967 (L )
1-y-0
O
PLATE
MT20H
MT18H
Weight: 423 Ib
GRIP
169/123
148/108
1971144
6
Structural wood sheathing directly appl i ed or 3-4-2 oc purlins.
Rigid c it i rig diredly app] ied or =0-0 oc brad ng,
1 Row at midlpt 6-16F -14
FORCES (lb) - Ma>jm urn m,pre r r/Ma>d r um T nsi on
TOP CHORD 1-2=0/21-9, 2-3=-,l 2754/1 0 , 3-4=-9594/1240P 4-5--=-9405/12641 5-6=-6657/946, 6-7=-3105/528 7-8--4207/6441 9z-- 5
/611
-1 -848/38, 10-1111_555M 4 1 11-12;--01219
IB T CHORD2-19;_-137219516,18-10--1372/9516P 17-1 --1020/'22 16-17z---684/4874,15-16=-13/218
-
_I , 14-1 ` 13 21 , 13-14--8 73p
11 -1 3--3�3
VVEE 3-19=--507/3819, 3-18=-3131/469, 5-18--z-758/5435r 5-17=-4836/32,6-17--1116f7739?6-16=-4558/664,
8-16--879/6524P 8-14=-8476/1135F
14=-8478/1 1F 10-14=-2111126,10-13--331/123
NOTES
1 -ply tru s to be connected togetherwith 10d (0,181 FIxY} nail a follows -
Top choed� cOn tcd as fOl IOW5: -4 I row at 0-9-0 !�]o _
Bottom .herds connected as fol f o: 2 X 6 - 2 rows at 0--0 oc,
'webs cannected,as follows: 2 X 4 - 1 row at 0--0 ,
X1.1 l oadsrns i dered eq ua F i y a p l J �d to aJ l p l i es, except if noted o s f runt F or back B face i re the LOA D . E
connections have been r��d to distribute � � � s�rr�, PIS �� �I
guts orf loads noted (F) or (B), unless, other e indicated.
3 W1 nd: ASCE -98; Orr ph h= ft' T DL=4.8ph f; BC DL -4. Bp f, Category 11; Exp Q enclosed', �Fi i interior` zone; L
plate grip D L=1.8 . F it r DOL . 33
4) TOLL: ASCE -08, Pf=35.0 psf (flat roof now), Exp C3 Fully Exp.
Unbalanced snow loads have been Considered for this design.
6) This truss has been designed for greater of min roof live load of 16-0 psf or 2.00 times flat roof loadf
with other live loads,
� 35.0 psf on overhangsnon-concurrent
I1ro ide adequate drai nage to prevent water pond; rig.
8) This truss has be -erg designed for a 10. 0 psf bottom chord 11 ve Io d non con current with any other Ii ve Fords.
Alf p l ate$ are f' T O plates unless other -Indicated.
1D) Pro i de mechanical conn tion (b others) of truss to bearing plate capable of wlthstandlFng 1410 lb uplift at i of fit, 1361 lb uplift at a of int 14
and 100 Ib uplift at joint 11..
11) ThIs truss is des; fined In acoordance with the 2083 International Residential Code sections R502,1 1.1 and R802,10.2 and referenced
standard ANSIfTPI 1,
1) Girder carries tie -ire span(s): 33-8-0 from 0-0-C to -4-0
Continued onage 2
LOAD CASE() Standard
4
scale a 1:63.1
Job _ - _��- 'Truss Trus T
ype
Q70968-1 ; ROOF TRUSS
TOCK COMPONENTS -IF, Idaho Falls, ID 83403. Ciay Gustin
LOAD CASE(S) Standard
1 now: Dumber In r a =1.1 5t P1 ate Increase= 1. 1
Uniform Leads (ply
'pert; 1 -6= -86,F2 -14=-812(F=-796), 11-14=-16
0
I
Ply I REkBURG1F0YGLE1CG17-16/(1Cl)H
2.
Job Reference 10 fioflaD
6.500 s Mar 8 2007 MiTek IndustrIes, Inc. Nbn J u I 1 : A -2007-
00Page
V Job
I Truss
-CAPS
TrLJ T�e
ty Ply ..
PIGGYBACK 1
TOCK 0 1 PONEi T -il', Idaho Falls, 1D 83403, Clay
Fuson-
Job Reference
__5W s filar 8 2007 MiTek Industries, Inc.
4-6-5
Tr
-
Wn Jul 1 %:00:47 2007 Page I
0-10-6
--1
0- 1 n -4.
P I ateOffsets
LADING (psf}
TCLL, 35.E
(Roof Snow --35.0)
7CDL 8.0
BC LL 0.0
BCD 8.0
LUMBER
BEI
T P HORD
BOT CHORD
VVEB
SPACING -o-c
P l ate Increase 1.1
Lumber Increase 1.1
Rap Stress Inr YES
Code IRC20031fP1 00
X 4 SPF 165OF 1.5E
X 4 SPF 1 65OF 1.5E
4 SPF -S Stud/Std
REACTIONS O b/ 1. ) =197,{0-5- , 4;z 197/0= -
Max Uplif# =- �L ), 4= -3. �L )
Maxrav ; 26 0(L ), 4= 260( L
FORCES (Ib,,)
- KAa>durn
Compression/Ma>dmuirn
Tension
TOP H CS
1-2z--0/39,
2-3z---154/8, 4/8, -4=-15417'
4-5=0139
BOT CHORD 2-6!:z0/5814-6;7-0/58
EB 3= =
CSI
TC 0.06
BG 0,04
B C. 04
(Matrix)
DEFL
in (I
11 fl
Ud
Vert(LL)
-0.00 2
>999
240
`rt (TL)
-. oo 2
>999
180
Horz(TL)
0.0C) 4
a
n/
BRACING
TOP H 1 D
POT CHORD
PLATES
Weight_ 1 [b
GRIP
169/123
Structural wood sheath i n g d i recti y a pp] i ed o r 446- 5 cc pu rl i n
Rigid ceiling directly applied or, 10-0-0 cc bracing,
NOTES
1) Ind- ASCE 7-98; 0rinph; h= ft; T DL=4_8p f; E r L=4.8p .f, Category JI; E>p ; enclosed; HERS -Interior zone'F Lumber D L=1.
33
plate grip D L-1. -
T LL: ASCE 7-98, Pf--35,0 p f (flat roof snow); E>p Q Full .
Unbalanced snow loads have been considered for this design.
4) Thlis truss has been designed for greater of min roof live load of 16.0 p f or 2.00 tires flat roof loud of 35.E f on over
With other liloads.
ani non -concurrent
This truss has been d es Igned for a 1 .0 p f bottorn chord I'M Icad noncon current with a ny other live Moeda..
P romi de mechani cai con riti 0 ri (by offuer of truss to beari bearrig plate Capebil e of withstandirn g 32 1b upiift at ioInt 2 and 32 ib uplift at jcint 4,
7) This tru ss i s d es 1 gned in accordance tip the 2003 1nternation ] Re s id e nti a i Coda recti crus R5 02, 11 -1 and R802 10 - and r fereneed
standard ANSJrFPI1.
8 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR I E TI i TO .BASE TRUSS
LOAD CASE(S) standard
Scale = 1.8.6
,
Tru -
101 CR1
Truss Type
ROOF TRUSS
,Z) 1 Umar\ (_'U1v--�Ur1JtN I -- Jf- Idaho Falls, I1D 83403, Clay us -Un
Qty Ply
7
E
Job Reference o} ti�rnal)
.500 s Mar 8 2007 MiTek Industries, 111CL Nbn Jul 1 :00:48 2DO7
2-9-15 -5-11
e. _A
1 _ %0 J% -T
11
LOADING (psf}
TOLL 35.0
SPACING 1-0-0
CSI
(Roof Snow' --35,O)
Plates increase 1.15
TC 0.58
TCDL 8.0
Lumber Increase '[.15 �
BC 0.01
gCLL 0
Rep Stress Incr NO �
WB 0.10
gCpL 8.0
Cade lRC2003lTP12002 �
(Matrix)
DEFL in Io) I. deft Ud PLATES FSIP
Vert(LL) --0.00 2-6 >999 240 MT20 169/123,
Vert(TL) -0, 00 2-6 > 9 99 180
H orz(T L) 0.00 a n/
Weight. 17 l b
LUMBER BRACING
TOP CHORD 2 X 4 DF -N 240OF 2,OE TOPCHORD
E T CHORD 2 X 4 DF - I 240OF ZOE BOTCHORD
VVEBS 2 X 4 SPF -S StudStd
REACTIONS (lb/size) =25310-7-112, =-1 l/Mechni 1
Hr =8(L 7)
Max UpI ifs, -1 L ) a =-1 0L )
FORCES (lL) - Ma)dmum Compression/Mwimum Tension
TO P C H 0 R D 1-7- 0110 , -7=W 111 ,2-3= - 1'1 1 r 3-4=-6/0
80T CHORD -6_0/8, 5-6=0/0
EB -=-12/133
Structural wood sheath Indire tJ y appJi ed or 3-5-11 c ur['n .
.iii [J ing directly applied or +10-0-0 cc br . in .
NOTES
+1) Wind. ASCE 7-98; 90rnphi h- ft, T DL 4. psf BCDL-4.8psf, Category fl; Exp ncl s d, MWFRS interior zone; Lumber DL=1. .
T LL. ASCE 7-98; Pf=8 .0 psf (flat root snow), Exp Q Fully
Unbalanced snow loads have been considered for this design.
This truss has been designed for greater of min roof live Road of I&D psf or 2,00 tires flat r f load of 35,E
with other five loads, psf on vrl�,r�s nen-r�urrr7t
5) This truss has been designed for a +10.0 psf bottam chord [iVe load nonconcurrent with any other sive loads.
Refer to 9 1 rd r(s) for truss to truss conn t10ris.
Promide mechanica[ connection by others) of truss to bearing plate capable of withstanding 133 Ih uplift at joint 2 and 130 ]b u lift at ' a
This truss de me ire accordance with the 2003 Int rn- tilonal 1 esJ R502. ntIaf Code sections11. I and R p J rpt _
standard N I/TP1 1.� , �f �. ��� r"ef r r��
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOA CASE(,) Standard
1) Snow Lumber Increase- 1.1 , Plate Increase= I.1
Uniform Loads (pl
Vert; 1-7z---43
Trapezoldal Loads (pl�
Ve L_ 7;----27(F_8, B=8) -to -4=-41(F=1,
13=1), 2=7(F-7, B=7) -t -` F=1, BMJ
Jfln Truss
Q709681 D7
Tuns Type
ROOFTRUSS
J COMPONENTS -IF, J d ah o i= ally, ID 83403, Clay Gustin
_o- 1 6_6.0
-0- 6-6-0
I Qty 1 1 T E F F Y LFJ G[f-1 ID)H
4.
3
_ I Job Reference o ta-v3J
6.5W s Mar 8 2007-F industries, Ino.
..t
Mon Juj 16 oq.-oo,522007 Page I
r
13-0-0
6-64)
at
1 -0-
--
at Offsets[2,0-2-4,Ed ,
LOADING (psi
TOLL 35.0
Roof Snow --.35.0)
T DL 8-0
BOLL 0.0
DL 8,0
SPACING -0-0
Plates Increase 1.1
Lumber Increase 115
Rep Stress l n c r YES
Code I 003/T PI 00
TC 0,79
BC 0,56
''B 0.18
I` tri x)
DEFL
in
(!oc)
I/deft
Ud
Vert(LL)
-{].13
4-5
X999
240
Vert(TL)
-0.18
4-5
X821
180
Harz(TL)
0.01
4
nfa
Na
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165O1= 1.5E T P HORD
BOT CHORD 2 X 4 SPF 165OF 1.5E BOTCHORD
'REBS 2 X 4 SPF -8 StudiStd
VELE
Left: 2 X 8 DF19 0P 1.7E,Right: 2 X 8 DF 1950F 1_7E
REACTIONS (I ' i e) 4=621/0-5-8, 2_858/0- -
Max Hrz 2=1L )
Max Uplift =- 0(L ), =-1 (L ).
Max r,a4=L ), - 0(L )
FORCES (1b) - klakmum Compress] on/Ma)dm um Tension
TOP CHORD 1-2=,0/212, ---762'75, -4=-1799152
BOT CHORD 2-5=-4/42414-5-'-'---4/424
WEBS -=0/264
PLATES
NTT20
lWeight: 47 ib
GRIP
1691123
tructura1 wood sheath i rig di redly applied or 5-11-7 oc purl ins.
Rigid cei Ii ng di rally appi i d Or +10-0-0 0c bracing-
NOTES
racin -
NOTES
1 Wind. ASCE -98; 90mph; h- 5ft, T E)L- , 8p f; L DL=4. p f; Category 11, Exp ; enclosed; MVVF interior zone; Lura =
prate rip DO L=1.33,
ne; � ��r` CS L-�.
TOLL: ASCE 7-98; Pf--35.0 p f (flat roof snow), Exp Q Fully Ems,
Unbalanced snow I ad have been considered for this desfgn.
4 This truss has been designed for greater of miry roof live load of 16.0 p f or 2.00 times flat roof load of 35r0 p f on ovqrhangs non -concurrent
With other live toad,5.
T h i s tru ss h as been des i g n ed for a 10.0 p f botto m chord I i ve I ca d non concurre nt with a ny other I i ve I cads.
Provid e mocha n caJ conn ection (by others) of truss to bearing Plate capabi e of withstanding 3 0 I b u pi ilt at tai nt 4 and 129 J b u l ift at j i
This truss is designed in accordance with the 2003 International Residential Gode sect[ons8502.1 1-1 and R802.10.2 and referenced
standard J I/T P 1 +1.
LOAD CASE(S) Standard
Scale = 1:32-6
Job
Q7{79681
STOCK
Truss Truss Type
Qty ply
01G ROOF TRUSS. � 1
+_J° H IEI T -IF, Idaho Falls, ID 83403. Clay Gust -in
iW
REX3UG1FYLE/ -� (ID)H
I Job Reference (cp!!2�
ia
6.5W s Mar iT k Ind u tri s, Inc.
n i U I 16 Ca _' 7
m 1
.--0- --
-- -0-
4A _
5
13-0-0
Pi_ge --
NJ
Pie
c�aJe = 1:32.6
Plate Offsets .1 : ' _ 0--4, Edgel, f: 0-, Lda1 —
LOADING (psf}
TOLL 35,0
(Roof 5noyv=35.0)
TC❑L 8.0
BCLL 0,0
BCDL 8,p ,
LUMBER
SPACING 2-0-0
C51
I]EFL
in
(loc)
Ildefl
!Jd
� PLATES
Plates Increase 1.15
TC 4.74
Vert(LL)
-0_15
9
Nr
90
Nfi20
Lumber Increase 1.16
BC 0,34
Vert{TL}
-0.17
9
Nr
80
Rep Stress Incr NO
1NB 0.13 i
Horz(TL)
0.00
8
Na
rola
Cade IRC2003lTPI2002
(Matrix)
Wind(LL)
0.07
9
n/r
120
Weight. 59 lb
TOP CHORD 2 X 4 SPF 1650E 1.5E
BOT CHORD 2 X 4 SPF 165OF I. 11E
OTHERS 2 X 4 SPE- tuts!
WEDGE
Left: 2 X 6 DF NO,2r fight: 2 X 6 DF N0.
BRACING
T P CHORD
BOT CHORD
GRIP
169/123
Structural wood sheathing directly applied or 6-0-0 oc purl ins.
Rigid cefling directly applied or 6-0-0 c bracing,
REACTIONS (lb/size) 2;z412/13 - O, -41211 3,0- , 12=134/13-0-01 1 =22511 -0 -O, 14_138/13-0-0a 11=225/13-0-01 10=138/13-0-0
MaxHor _ 1 (L
KAax Up1 ice, -101(L ),. =-1 O(L ), 1, =-8 (L , 14=-1 4(L ), 11=,80(L ) 4 1 D= -1 4 L
Max r =606(L , 8-606(L.C 3)112=134(11_G 1), 13=344(L , 14=18 (L ), 11=344(L ), 1 _ 1 L
FORCES (Ib) - Ma)dm m crnpr ssicn�l MLjm Tension
TOP H F C F- -Ol O4p - =-1 / F -4=-1 1 , - =-1 4/ 7p - --134/88, - =-`121/49 7- =-1 - _0jf 0j
BOT CHORD 2-14--1/147, 13-14=-1/1471 12 -13z --1/147T +11-1 --1/1477 10-11=-1114 , -10=-y1/14
'REBS 5-12--11 1 / w 4-13=-285/83, 285/83, -1 4:z --23.x/64, 6-11---285/811 -10=-235/64
NOTES
1) Wind. ASCE 7-98, 90mph, h= ft, T DL=4_8psf; E DL;4_ Psf: Category 11, EXP C, enclosed, MWFRS interior zone, Lumber COOL=1.33
plate grip COOL =1._
Truss designer for wind loads ire the plane of the truss only. For studs exposed t jnd normal to the
End Detail"
TOLL, ASCE 7-98-, Pf--35.0 p f (flat roof snow); P rLjlly Exp,
4) Unbafarc(�d snow Coady have t)een considered for this design,
This truss has been designed for greater of rain roof live load of 1 S.0 psf or 2.00 times flat roof load of 35.0 f on overhangs
with other live loads � �
This truss has been designed for a 10.0 p f bottom chord live Joad nonconcurr nt with any other li, roar's.
7) All planes aro 1.5A MT20 unless other ise indicated,
Gable req u i reg continuous bottom chord bearing,
) Gable studs spaced at -0-0 o_
10) truss. to bearing plate capable of �Mth tand'i n 101 Ib uplift at joint 1 0 I b upSt 82lift r� ma'i��r�icaf connection � �thr' �f a � t c�ir�t
ib uplift at j()rnt 13. 154 Ib uplift at joint 14, 0 lb uplift �;t joint 11 and `1 4 Ib u lift at 'Dant 10.
p a
p
11) This truss Is designed in accordance Jth the 2003 InternationalResidential` Code sections 8502.1 J.1 and R802 10-2 and referenced
standard ANS I/TPI 1,
LO E( ) Standard
Job . TrussTruss T
w
09681 EI
IROOFTRUSS
STOCKCOMPONENTS-IF, 1%rlaho FaN, ID a
3403. Cl'ayt i
F'Iate Offsets
LOADING (pso
TOLL 35.0
( Roof S no---, 0
TCL -0
BOLL 0,
CL 3.0
LUMBER
TOP CHORD
B T CHORD
E B
1
Job eference o ti onal
6_500 s Mar 8 2007 Welk Ind ustries, Inc inn Jul 46 09:00:59 2DO7 P aag l
4A =
2
3 --
2X4
2x4
SPACING _0-c
Plates Increase 1.1
Lumber Increase 1.+1
ReP Stress In r YES
Code IRC2001T PI 03
4 SPF 16.'_50F 1.5E
SPF 1650F 1.E
4 S ly F -S Stud/Std
REACTIONS (lb/size) l _30810-5- , =3081-0- -8
Max Horz 1=-70L
Max UPI iftl �=-15(L 7), =-1 L
Max G rav 1=361 L ), 3=361(L 3)
FORCES (lb) - Maximum Cornpre i NW mum Tension
TOP CHORD 1-2=-317/2312-3--317/23
20T CHORD 1-4--z-2J17313-4=-2_/173
VVEBS-4=0/133
TE
- -0 3-3-0
CSI
TC 0,27
BC 0.0
WB 0.09
(Matrix)
DEFE
--
I/deft
--
Vert(LL)
-0.00 1-4
4A =
2
3 --
2X4
2x4
SPACING _0-c
Plates Increase 1.1
Lumber Increase 1.+1
ReP Stress In r YES
Code IRC2001T PI 03
4 SPF 16.'_50F 1.5E
SPF 1650F 1.E
4 S ly F -S Stud/Std
REACTIONS (lb/size) l _30810-5- , =3081-0- -8
Max Horz 1=-70L
Max UPI iftl �=-15(L 7), =-1 L
Max G rav 1=361 L ), 3=361(L 3)
FORCES (lb) - Maximum Cornpre i NW mum Tension
TOP CHORD 1-2=-317/2312-3--317/23
20T CHORD 1-4--z-2J17313-4=-2_/173
VVEBS-4=0/133
TE
- -0 3-3-0
CSI
TC 0,27
BC 0.0
WB 0.09
(Matrix)
DEFE
in (Io)
I/deft
Lid
Vert(LL)
-0.00 1-4
>999
240
Vert(TL)
-0,01 1-4
>999
180
Hr (TL)
0.00 3
n/a
n/a
BRACING
T P HORD
ESOT FFD
PLATES
fT0
Weight: 20 lb
GRIP
169/123
Structural wood sheathing directly applied or 6-0-0 cc pur[Jin ,
Rigid c6 I i nd1r ttl pplied or 10-0-0 cc bracing.
1 ) m''`ind: ASCE - � mph h= ; T I L= . psi, BC L= .8p f; Category IIS enclosed, MWF interior zcnee Lum r DOL= I u 33
plate rip D L=1.33,
TOLL; ASCE - 9 3 Pf--3 5.0 p f (flit roof snow); E>p C - F u I I y Exp.
3) Unbalanced snow loads have been considered for this dein.
This true has been designed for a 10.0 p f bottom chord live load noncon urrent with any other I ive loads.
5) Freida mechanical connection (by others) of truss to bearing plate capable of withstanding 1 ib up int at joint 1 and 15 Ili a
uplift t joint 3i*
�
h Is truss is designed i n a ccordance with t he 2033 1 nternat rona I Res idential Cede sections R 5 0 .1 1. 1 and R8 2 and referenced
standard II/TPI 1,
LOAD CASE(.) Standard
1
TOCK COMPONENTS -IF,
Truss
E1
1
Tr•s T , P I 6 -
FF TRUSS
d aho Falls, ID 8340, Clay Gust in
Job Reference a fi2n�,
Mu 8 2007 MjTek Industries, Inc.
4 -o- 3-3-0
-- --0
4x4
4
n Jul 1 -01:0D 2007 Page 1
P-6te 0 ffs ets—'(- X-, Y) 16:C�-1-90
L SI S-� 1P a
TOLL 35r0
(Roof nog--_ 0)
T DL 8.0
ELL 0.0
BL
LUMBER
TOP CHORD
BOT CHORD
OTHERS
SPACING
-0-0
Pates Increase 1.1
Lumber Increase 1.1
Rep Stress IncF NO
Code IRC2003,rTP12002
4 SPF 165OF 1.5E
X 4 SPF 1650F 1.5E
CSI
T C 0, -77
B C 0.02
B 0.24
(Matrix)
REACTIONS TI (lb/size) 2-41616-6-016=42616-6-0,9=16516-(3-0510-14/6-6-01 8=6/6-6-0
Max Hor =- (L 8
MaxUpl ift = +18 (L 7), 6=- 0 L 8), 1 =- 2 9 0(L ) 7 =-304(L )
Max G rav 2 = L ), 6 � 6 74(L ), 1 (L 1) 1 +1o- 90 L, r 8=91 L
FORCES (1b) - Ma>j m um CarnpressionlMak mum Tension.
TOP`' F M D 1-2-0/204,2-3=-241/74P -4---96/55,4-5z--95/41,5-6=-248/75P -7=0/209
BOTCHORD
I
5�V `-
E LP S 4-9=-131114P 3-10=-73131815-8=-74/333
NOTES
DFL
Vert(LL)
Vert(TL)
Harz(TL)
Wind(LL)
in
-0-18
BRACING
TOP, CHORD
BOTCHORD
(1o)
7
7
6
7
I/d ell
rr
r
rVa
r
Lid
o
0
n/a
120
PLATES GRIP
169/123
Weight. ht. lb
Structural ood sheathing directly app[ -I d or -0-0 oc ,purlins,.
J I id cellIng directly applied or -o- oc bracing.
1) 'moi nd - ASCE -98; 0mph; h- , T DL�::4 fF BCDL=4. Bps f Category 11; Exp Q enclosed; WWF int ri r zone; Lum ber [SOL=1. 33
plate grip CSO L= 1 . .
Truss designed for grind loads ire the plane of the truss only. For studs exposed to ir�d (normal t the faced see MITel "Standard
End DetaiEl ir r
TOLL: ASCE 7-98; Pf-35,0 p f (flat roof snow); E>p Q Fully Exp.
Unbalanced snow loads have been considered for this design.
This truss has been designed for greater of rain roof live load of 16-0 p f or 2.00 times flat roof load of _0 psf on overhangs non-oonLirr-nt
with other Nve loads.
This truss has been designed for 2 10.0 p f bottom chord live load re n con ou rr nt i th any other We loads.
Gable req u i res continuous bottom chord bearing -
8)
earin -
Gable studs spaced at 2-0-0 cc,
Pro ide rn echa ni cal con ne tion (by others) of truss to fearing plate capabJ e of withstandin 183 1b upiIft at joint 2, 205 1b uplift at joint 6, 290
Ib uplift at joint 10 and 304 lb uplift at joint 8.
10) Thrs truss i s designed ire awordance with the 2003 1 rater n atlio n l Res i denti [ Code sections R502.11.1 and R802.1 0.2 and rferend
standard ANS11TPI 1.
LOAD CASE(S) Standard
Scale = l.-2-,11.2
Job i Truss Truss Type } t
y Ply
7D9681 F1 ROOF TRUSS 19.
I
STOCKI' P f E TS --1 F, Id a h'cF l is lD 83403, Clay Gustin
--1
--1 4-11-11
6x9 Q MT 18H Iz
REXBURG/F0YGLE/CGf7-161(lD)H
1
Job Reference o Tonal)
6.5a0 s Mar 8 2007 N1Tek industries, Inc. Mori Jul 16 09:01:23 2007 Page 1
20-4-31 --
3x4 = 4x3 ,\
-4-1
--
-10-
- - i 35-8-0
-'1-0 2-0-o
20-4-31 --0
LUMBER
TOP H RD
BOT CHORD
'"WEBS
VVEDGE
Left: 2 X
SLIDER
X 4 SPF1650F 1. 5E
X 4 SPF 1650F 1.5E
+1 2 X 4 SPF-SStud/Std, VIJ9 2 X 4 SPF-Sto td
10 DF 1 5OF 1.7E
Right 2 X 4SPF- tudI td 2-4-10
REACTIONS (l bf i zo) 1=16 95/ hn i all 9-1909/0-5-19
MaX
=1909/0- -
MaX HDrZ 1= 1O(L
IBX Uplift1 z---7 L 7) =-1 (L 8)
--
7-11-0
11, Ci, -5-0,0-3-1
PLATES
MT 1 H
LO
e
Y—
0
11
j x:0'5-.1 210--A
Weight: 190 Jb
GRIP
169/123
197/144
BRACING
T P H RD Structural wood s heathi ng dir c.tl y appITed or 2-2-0 oc purl ins.
130 '+ IS D Frigid ceiling directly applied or 10-0-0 bracing.
WEBS I Row t midpt 2-145 3-13? 4-13, 4-12F 6-1
FORCES (1b) - r 'num ompr io morn T r1 i n
TOPCHORD ORD 1- --2591/11` , - =_18791162' 3 -4= -1257/159P4 -5=-1324/157i- -_1909/ , 6 -7 -3960i5217 -8=4128174P
7{{ 5
153
9-10-0/205
BOT CHORD 11-15-184/1806F 14 -15z -184/1806113-14=-86/125-9-112-13=-48/1363t
184/1806,1 -1 =- 6f1 11 -1 --48/1 r 11-12=0/3262o -11-0/3258
WEBS 2-15=01271, 2-14--733/183, 3-14--57/555, 3-13=—1 83/401, 4-13=-832/80, 4-12=-77/5001 5-12=-48/8113 6-12=-2457/51
6-11 `0/2 566, 7-11 = -6111 0
NOTES
1 Wind: ASCE 7-98- 90mpht h=25 t; T DL=4. p fp BCDL.= , p f, Category 11 Exp Q enclosed, MWFRS interior one: Lumber r)01-=; I _ S3
plate 90PL.�_
T LL. ASCE 7-98,, Pf' 5.0 p f (flat roof n -ow)., Exp C, Sheltered
Unbalanced noir loads have been considered for this design -
4) Ti s trus has been d es igreed for greater of min roof 11 ve load of 16, 0 pf or 2.00 ti rn es flat roof Icad of. Q p f n overhangs concurrent
with other live loads, t
Pro\id'e adequate drainage to prevent water parading.
This truss has been d es 1 gned for a 10.0 p f bottom, chord live load nonconcurrent with a ny other I i Ve Ioad .
All plates are l`%AT20 plates unless othervAse indicated.
B) T h e fo 11 o f ng j of nt() req u E re pI ate i ns pect i o n per the Tooth Co unt Method wh erg th i s truss i S Chosn for q u l i ty assu ranee i n
Refer to g i rid r() fOr trus s to trus s con nect i ons. .
10) Bearing @t joint(s) 9 considersparallel to grain value using ANSI/TPI 1 angle to grain formula, Eui Edi ng � �r designer n r h
lei verifypi of
bearing sur -face.
11 Provide mechanical connection (by others) of truss to bearing plate capable of vith tandi rig 78 lb uplift at joi nt I and 166 lb u 1 ift atjoint nt .
1 ) Thi truss 1 dei nod in �rdance ith tale 00 J ritornati oral .e id nti I ode tion .11,1 and l � �
standard 1 IfTP11.
.1 �. n� �f�r���
LOAD CASE(S) Standard
6-9-14
--15
4-11-11
2-0-11
--1
Mate Offsets (X,Y): -0-4,E -- -- 0-1-'[3:0-6-4
- -
: -4-1 0-1-121,
- r D-3-41,
[9:0-2-1 1EF9-0-2-12,3
Edge]
LOADING
TALL _
SPACING
-0-0
1
DEFL
in
(1 )
ffdf1
Lf l
hof no -0
Plates I ncrease
1A5
TC 0,85
Vert LL
-0,2911-12
9
240
T DL _0
Lumber Increase
1.15
BC 0.73,
ort(TL)
-0,48
11-12
>837
180
BOLL 0,0
Rep Stress In r
E''+,
'E 0.
Horz(TL)
Oe 37
n1
n'
-BCDL L 8+ 0
o ode II � 0 /T9FIL0�I...�
%1atr1x)
LUMBER
TOP H RD
BOT CHORD
'"WEBS
VVEDGE
Left: 2 X
SLIDER
X 4 SPF1650F 1. 5E
X 4 SPF 1650F 1.5E
+1 2 X 4 SPF-SStud/Std, VIJ9 2 X 4 SPF-Sto td
10 DF 1 5OF 1.7E
Right 2 X 4SPF- tudI td 2-4-10
REACTIONS (l bf i zo) 1=16 95/ hn i all 9-1909/0-5-19
MaX
=1909/0- -
MaX HDrZ 1= 1O(L
IBX Uplift1 z---7 L 7) =-1 (L 8)
--
7-11-0
11, Ci, -5-0,0-3-1
PLATES
MT 1 H
LO
e
Y—
0
11
j x:0'5-.1 210--A
Weight: 190 Jb
GRIP
169/123
197/144
BRACING
T P H RD Structural wood s heathi ng dir c.tl y appITed or 2-2-0 oc purl ins.
130 '+ IS D Frigid ceiling directly applied or 10-0-0 bracing.
WEBS I Row t midpt 2-145 3-13? 4-13, 4-12F 6-1
FORCES (1b) - r 'num ompr io morn T r1 i n
TOPCHORD ORD 1- --2591/11` , - =_18791162' 3 -4= -1257/159P4 -5=-1324/157i- -_1909/ , 6 -7 -3960i5217 -8=4128174P
7{{ 5
153
9-10-0/205
BOT CHORD 11-15-184/1806F 14 -15z -184/1806113-14=-86/125-9-112-13=-48/1363t
184/1806,1 -1 =- 6f1 11 -1 --48/1 r 11-12=0/3262o -11-0/3258
WEBS 2-15=01271, 2-14--733/183, 3-14--57/555, 3-13=—1 83/401, 4-13=-832/80, 4-12=-77/5001 5-12=-48/8113 6-12=-2457/51
6-11 `0/2 566, 7-11 = -6111 0
NOTES
1 Wind: ASCE 7-98- 90mpht h=25 t; T DL=4. p fp BCDL.= , p f, Category 11 Exp Q enclosed, MWFRS interior one: Lumber r)01-=; I _ S3
plate 90PL.�_
T LL. ASCE 7-98,, Pf' 5.0 p f (flat roof n -ow)., Exp C, Sheltered
Unbalanced noir loads have been considered for this design -
4) Ti s trus has been d es igreed for greater of min roof 11 ve load of 16, 0 pf or 2.00 ti rn es flat roof Icad of. Q p f n overhangs concurrent
with other live loads, t
Pro\id'e adequate drainage to prevent water parading.
This truss has been d es 1 gned for a 10.0 p f bottom, chord live load nonconcurrent with a ny other I i Ve Ioad .
All plates are l`%AT20 plates unless othervAse indicated.
B) T h e fo 11 o f ng j of nt() req u E re pI ate i ns pect i o n per the Tooth Co unt Method wh erg th i s truss i S Chosn for q u l i ty assu ranee i n
Refer to g i rid r() fOr trus s to trus s con nect i ons. .
10) Bearing @t joint(s) 9 considersparallel to grain value using ANSI/TPI 1 angle to grain formula, Eui Edi ng � �r designer n r h
lei verifypi of
bearing sur -face.
11 Provide mechanical connection (by others) of truss to bearing plate capable of vith tandi rig 78 lb uplift at joi nt I and 166 lb u 1 ift atjoint nt .
1 ) Thi truss 1 dei nod in �rdance ith tale 00 J ritornati oral .e id nti I ode tion .11,1 and l � �
standard 1 IfTP11.
.1 �. n� �f�r���
LOAD CASE(S) Standard
Job
0701
I ru 'I Truss Type
F1 G AUL
T K CDMF 0NL--- IT --•IF Idaho Falls, ID 83403, Clay Gustin
I
Qty � Ply 'FRF-161(ID)H
,Jab Reference (optic)nal)
6.500 s Mar 8 2007 MiTek fndusiries, Wc, Mon Jul 16 09:01 28 20C}7 Page 7
-;
13-3-13
[]AFL
in
, 16-10-0
,
2a-4-3
--
-_0
13-3-13
21
n!r
3-6-3
3-6-3
13-3-13
-0-
44
4X4
12
33-8-0
33-8-0
_Plat ff �4 4 �'�; �.`�-�- �,�-� �-� �� 12:0-, -� �-�-�i 20:0_ - Edgel
_- 1
LOADING (p.f -.
TC LL 35-0
Ioof nov=35.0)
TL 8.0
BOLL 0.0
EDL 8.0
LUMBER
TOP CHORD
BOT H O D
OTHERS
F1
-0-
Plats Increase 1.1
Lum ber Increase 1.15
Rep Stress Inr NO
Code r1003`P'I00
CSf
[]AFL
in
(Ioc)
1ldefl
Ud
TC 0.74
Vert(LL)
-0.12
21
n!r
90
BC 0.36
Vert(TL)
-0.15
21
Nr
80
WB 0.35
Horz(TL)
0_01
20
Na
n!a
(Matrix)
Wind(LL)
0.07
21
Nr
120
4 SPF 1F 1,.E
X 4 SPF 1650-F 1.5E
4 SPF 165OF 1.5E *Except*
T4 2 X 4 BPF-, to td, ST3 2 X 4 FBF -S StucVStd
BTS. 2 X 4 P F- to ''Std, ST1 2 X 4 SPF-SStu td
STI 1 X 4 P F- S Stud/Std, ST1 2 2 X 4 SPF -S Stud/St d
T 13 2 X 4 , FBF -S Stud/Std, ST 14 2 X 4 S PF -S Stud/Std
VVEDGE
R-Ight'2 X 6 DF N0.
BRACING
TOFF CHORD
BOTCHORD
WEBS
FOLATES
1T0
Weight 211 1b
RIF
169/123
1
i
Structural wcod sheathing directlyapplied or -0-0 cc purlins.
Rigid ceiIin g directl y applied or 10-0-0 oc, bracing,
1 Flow at m i d pt 12-281 11 -30, 10-31P 9-321 7-33 3 -34, 13-27
REACTIONS (lb/.size) 1=1 3 - -0, 8=18 8 - -0, 30-202/33- -0, 31=20713 - -0, 32;190/33- OP =138/33- -g 4= 10/33- -O
9/33-8- 7=188/33-8-38-:::257133-8-0, 27=202-/33-8-0126-207133-8-03 25=203/33-8-0.1
24=197/33-8-01 23 -z238/33 -8 -Op 22=-10133- -ot 0=424/33-8-0
Max Fio 1=-310(L
Max Uprl ftl=$ 3(L C 5), 30= - 3 0(L , 31=-43 L ), 32= -11 L ), 33=- 1 L , 34=-74 L 3 5 =-3 L -
37 -55(LC �a 1 �L � , �-i
- L � , ,� L -- L 4=- L , 3=-� L `- L
0�- (L p
_
7 3
klax I a W k - 1 L ,, -271 (LG 3)j --z3 .J (L ), 1 °r 30 L - 0J L 33"276 =
2130(LC 2)
, 3 =30 L ), 7= 74(L ), - 74 L , = 4(L 3), = 0 L 3), = L 3 f, 4= (L 3), 23=350(!-C
FORCES (1h) - Nla>dmurn Compression/Ma>jrnum Tension
Till H .V 1-2=-2731160,2-3;---2-10/17213-4=-15,9117014-5=;-1351167F 5-
- =-273` 160, - --2-10/172, -4=-1 9+ 170, - -111676- --1 1/l e , - -1 / 0 7-8=-1 26/1 _
-
r , 67
13-14=-131/147,14-15=-127/81P + 1 �,�' - �1 =-130'/69, 1 -�1 =-1 � , 1 -1 --1421; , 1 -��1 --1,70'`8'8, 19-20=-178/8 1, 20-21=0, 204
,8-9=-3711-801
--371 1 -801 9-,XI -=-371 1 800 10-11=-37/180r 1I.- 1 --391180
BOT CHORD 1-38-24/221, 37-38=-24/221, 36-37=-24/221 , 35-3,6--24/221* 34-35=-24/221133-34---241221
It 31-32=-24/221
30-31--24/221, 29-30--24/221, 28-29--2412-21, -28=-24/221, 26-27=-24/2213 25-26--24/221, 24-25=-24/221 ,
23-24=-2412215 22-23--24/2211 20-22--24/221
E 1 — --L 1Op 11-30=-274/49? 10-31;--275/62P 9-32"'-248.30, 7-33=-244/401 6-34=-275/93, 5-35--259f75 4-36=-2701811
3-37;---253/7612-38z---308/94a 13-27--262/72) 1'4-26=-271/84P 15-25=-261/771 1 — =— 3/78, 17-23;---289189,18-22=-110/118
�
NOTES
1) Wind: ASCE 7-98; 90mph h=251,, T DL -4.8p f; B DL=4.3p f, Category II; Exp C; enclosed; MFRS interior zone; Lumber DOL=1.33
plate ghp DO L=1.33,
Truss designed for Wind loads. in the plane of the truss Only. For studs Wposed to wind Herrn al to the face).see MiT . "Standard
End D taf 1"
3) TOLL. ASCE 7-98, Pf=3 .0 p f (flat roof snow), Exp Q Fully
4) Unbalanced snow loads have been considered for this design,
This. truss has been designed for greater of miry roof live load of 20.0 p f or 2, 00 time flat roof load of 35.0 p f on overhangs non -concurrent
with other live loads.
Pr \ide adequate drainage to prevent water pending,
a IpAbn designed for a 10,0 psf bottom chord live load nonconcurr nt with any other Jive loads,
I Jc)b
70968 1
Truss
FIG
iruss lype.
I GABLE
STOCK COMPONENTS -IF, adaho Falls, I Clay Gwstfrn
DOTES
IQtY I PIS I 11UR7( F' L'�-I(1 H
I
L Joh gene tial
.5W M -[Tek Indu tri , InG,� I Jul 16 09:0128 7 Fags
8) All plates are 1-5A W20 unless cth r i e indicated.
9) Gable requires continuous bottom chard bearing.
10 bI e stugs s pa ced at -0- C o .
+1 Y1) Pro\�de mechanical connection Eby others) of truss to bearing plate capable of Withstanding 93 Ib uplift at joint 11 0 lb uplift at �dnt
1 Ib upIEft ataoi nt F 7 1b uplift at jc�in# , 5lb uplift t ��r�t �b uplift 1 P I� �pil�t �.t ���r�t �1, `l � l� u�ll� � joi�t ,
� � a p�ft �t����t I� �p���t t��e�t�� � d�b �pt��t ���int 38, 53 1b uplift t]cint 7, lb uplift t'��
Ib uplift t joint 5, Ib uplift at ioint , ib uplift t joint , 299 lb uplift t pint and 1b uplift a � j int,26, 59
1 This fru i dib in a�ordane with the .00Ir`7 1 � t � �� �t �.
International ti oral esi dential Code sections R502.11.1 and R802.10.2 arid ref r nil standard ANSI/TPI 1.
a
LOAD CASE(S) Standard
Joh ! Truss
Q709681 I F
True Type
ROOF TRUSS
STUCK COMPONENTS -IF, Idaho Falls. ID 83403 -
Clay Gustin
fl
co
Qty
2
0
1
Job Reference (optional)
B.50Q s Mar 8 2007 MiTe{c Industries, Inc, Mon Jul 1649.01:51 2[]07
--1
13-3-13
18-3-8
Lid
; -4-
;
--
_-
Vert(TL)
0
6-9-14
6-5-15
-11-11
0.38 9
2-0-11
n/a
3x4 - 4x8
3�,
B-9-14
1.5x4 1':
13-3-13
3x4
0-4-
--
--1
-11-
Plate Offsets: 1: - - y � - -1��1 : - - S1-4 .0-4-1 o-1-1 PO-- -�11 E e , ,0- -1 bEdi ], 1 �:0- -� �- -�1 � _�- -1 �.
- r
LURUINU (PST)
T LL 35.0
(roofSnow--35,O)
TDL 8.0
BOLL 0.0
BDL B.0
SPACING 2-0-o
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r YES
Code IF00/TP10
LUBE
TOP CHORD 2 X 4 SPF 165OF 1.57
BOT CHORD 2 X 4 SPF 1F 1_5E
WEBS 2 X 4 SPF 1650F 1.5E *Except*
1 2 X4 FF -8 Stud/Std, VX 4 SPF=- to td
WEDGE
Left' 2 X 10 DF 1950F 1. 7E
SLIDER Right la 4 S PF -S Stud/Std -4-10
REACTIONS ([b/size) 1-1702/Mechanical', 9-170210-5-8
N4a
-170210- -
N'la Hort 1 -283( L
N�ax U pl ift I = -7 9(L 7), 9=- 78 L
1
T C 0.75
13C 0.67
B 0.54
(Matrix)
DEFL
in (I
I/defl
Lid
'pert(LL)
-0- 10-11
>999
240
Vert(TL)
-0.4810-11
>840
180
Hor .(TL)
0.38 9
n/a
n/a
BRACING
T P CHORD
BOT CHORD
WEBS
81
3X4
4
6
PLATES
GRIP
0
169/123
1 SH
1 97/1 44
Weight'. 187 1b
Structural wood sheathing directly applied or 2-8-8 oc purl i n _
l i i it i n dir tl applied r• 10-0-0 br ng�
1 Row at midpt 2-13. 3-12 r 4-121 4-11 r 6-11
F0RCES 0b - Ma>d m um Corn pre ion/KbA morin Tension
TOP CHORD 1-2--259-3/119, 2-3=-1881/163 ,3,-4=-1269/167,4-5=-1341/172) 5-6--1931/156P6-7=-4063183-17-8=-4282J166
CHORDBOT 1-14z---2151180 , 13-14=-215/1808? 12-13=-1 1 11231, 11-12--82/13741 10-11=N3 81 -10--79/3422
'SEES 2 -14z -0i2711 2-13z---733/1833 3-13=-:57/554P 3-12--1811411, -1 -8431931 -11--75/51 I --11=-51/813P -111=-2532/1,011
_
6-10-;--
0126721;- 7-1 --76/177
NOTES
-
1 end: ASCE 7- 98, 90mph; h= ft; T C DL= . p f; BCDL=4.88 Sfo Category 11: Exp C p enclosed; MWF RS interior zone; Lumber L=1.33
plate grip DOL -1.33,
TOLL, .ASCE 7-98, Pf=35.0 p f (flat roof sn vit) ; Sheltered
3 Unbalanced snow loads have been considered for this design*
) Pro id e adequate. drai nage to prevent water pondi n g .
This truss has been designed for a 10.0 p f bottom chord J i ve I 0ad non concurrent with a ny ether live I oadz.
All plates are i .T 0 plates unless otherwise indicated.
7 The fol lo rng joint(s) require plate inspection per the Tooth Count Wthod when this truss is chosen for quality assurance inspection: 3.
Rifer to g i rd ar fo r trus s to trus c co n n ecti ons
Bear%n a'.jci rpt(s) 9 considers parallel to grain value using I I,-TFf 1 angle to grain formula. Building deli gner hould verifycapac-Ity of
bearing surface,
10) Prm de rnechanicall connecticn (b others) of truss to bearing plate capable of withstanding 79 lb uplift at]cInt 1 and 78 lbs uplift at joi rpt 9,
11 This truss is designed -in accordance with the 2003 International i id ntl a.I Code sections R502,1 1.1 and R802.10.2 and referenced
standard NSV_FPl 1,
LOAD CASE(S) Standard
Fuge 1
Scale: 3116"=l'
I Job T Trus T
ype
1 F3 ROOF TRUSS
STOCKMPO Ed T - I F, Idaho Fad Vis, ID 8340:3. Clay Gust in
6-9-7 1 --13 16-10-0 0--
i
-- _-
-- 3--
6x8 MT18H/,,-
1.5x4 11
by I t:)WUR' LE./G/7-16/(1 ID) H
Job Reference (optional)
5W s Mar 8 2007 MiTek Industries, Ing.
aim
6-9-7
GRI
-
--
1 3-3-1
1 -1 0-0 3 20-4-3
�- m
-g
_ e� ..�
LOADING (psi
P
T L'L 35.0
I%.3 /--U-U
Uzil
DEFL
(Roof n =3 .)
Plates Increase 1.15
TC 0,92
Vert.(LL)
T[L 3.0
Lumber Increase 1. 1
B C 0.95
Vert(TL)SCLL
0-0
Stress Inr YES
W18H
0.72
E CSL 8-0
Code IRC2003rFP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4 DF -N 2400F. E a pt#
T2 2 X 4 SPF 1650F 1, 5E
ET CHORD 2 X 4 SPF 1650F 1.5E
"EE . 2 X 4 SPF- Stud/'Std *wept*
X 4 SPF 165OF 1. 5E, W4 2 X 4 SPF 1650E 1.5E
WEDGE
Left: 2 X 4 SPF-SStud/Std
SLIDER Right 2 X 4 SPF-Studf td 4-1-1
REACTIONS (lb/size) 1-1 1NIe a rii 1, 8-1699/Mechanical
Max H rz 1--284(LC
Max Up] if`tI =- '(L ), 8=-7 (L 8
Max Gray' 1= 1 8(L ), 3= 1 (L )
-1-
--
--
1 n
Jo)
I/defl
Ud
PLATES
-0-3
11-12
>999
240
UT20
-0.60
11-1
1
1.30
W18H
0.72
8
n1a
rV
BRACING
TOP lel[
E T HOR D
WEB
Weight., 147 lb
Structural wood heathing directly applied,
Rigid e -[l rig directly applied or 10-0-0 cc hra rn ,
--0 oc bracing: 1-13.
1 Row at mil dt 2-12,6-10
FORCES (Ib) - Ma>jmU r Compression/Ma)dmum Tension
TOP H R D 1 y =-5271 /26 8 , - --3 / r = -3 / 11 - =s-3 `' - =-
PST HD 1-13-z-814096,12-13=448/4080-_ � 11, �-`-� 1 � ���1 � �3�-�1
�11- �1 = / 6 F 10-11— 91/3032, -10 =-5141 3 61 8-9=-7/413 0
VEB 2-13=01251, 2-12--983/252, 3-12::::::-@65/572, -11-0/1923,-11=-300/87 -11--234/16-10--9861260
_ 9j 6 2 0
6-9=0/235
VOTES
1) VVin& ASCE 7-98, 90mph,, h= fta T IDL- .8Psf, BCDL= _8 sf f or [1, ; enclosed, MVVFRS inted r zone: Lumber
r D { 3
plate grip DC)L=I.-33-
TOLL- A6CE 7-98a Pf� 3 5.0 p f (flet roof s now), Exp C, Fully Exp-
Unbalanced snow loads have been considered for this design.
4 Pro de adequate drainage to prevent grater ponding.
This truss has been designed for a 10.0 p f bottom chord live load noncen urrent with any other I live loads.
All Plates .are IVIT 0 plates unless other i e Indicated.
This truss requires plate i nspocti-ori per the Toth Court I thud when this truss i h
Refer to girder(s)for truss to trussconnections,� n for qu f �t assurance �n � t� r�.
Provide mechanical connecticn (by others) of truss to bearing plate capable of tli t ndin1b i
�l 0T�� tri i designed it �.=rdar!�e its the t�0in � ��Jrft t joint land � �� uplift .t joint a
International Residential Code sections R502.1 1.1 and R802,10.2 and referenced
standard I/-FPJ 1.
LOAD CASE(S) Standard
8X12
3x4
RIP
169/123
1691123
Except:
i
I
54 2DO7 Page 1
SOME = 1-62.1
r
r
JobTruss Tres T
Qty Ply REXBURG/F0YGLEJCGf7_16/flD)H
r
Q709681 F4 ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Fal Is, I'D 8 P u -� - ; ,lob Reference (optional)
r 6-5X s Mar 8 2007 M Tek Industries, Inc Ion ju[ 16 09,01'59 2007 Page 1
a
--
7x1-0 MT `IPH
1.5x4
--
7XI O hal T 13H
--
33-8-0
--7
--
Mm
--
1 16-10-0
--
204-
Elate Offsets K 2:0-6-7,0-1-21, [2:0-1-7, Edq .0-3-0.0-3-41, L -6-8. 0-1- : 0-6-8 0-1-81, -1-7,E
LOADING ((p'
TCLL 35.0
Io)
arH+..irvu 2--U-v
Ud
G51
I
DEAL
Roof Snovv=35.4)
-0-61
� 'Plates Increase 1.15
>4
TC D.79
Vert(ILL)
TCDL 8.0
dumber Increase 1.15
n1a
8G 1D.70
Vert(TL)
BC LL 0.p
Rep Stress lncr YES
WB 0.89
Horz(TL)
BGDL 8.0
Code IRC2003ifP12002 ,.. i
(Matrix)
LUMBER
TOP CHORD 2 X 4 'SHF 1650F 1.5E * *
T3 2 X 4 DF -N 240OF ..OE
E30T CHORD 2 X 4 SPF 165DF 1,5E
VVEBS 2 X 4 PF-Stud/Std * Ewe pt*
14 2 X 4 SEF 1650F 1.5E, VV4 2 X 4 SPF 165OF 1,5F
SLIDER Lett 2 X 4 SPF -S StucYStd 4-1-15, Right 2 X 4 SPF -S Stud/Std 4-1-1
REACTIONS(Vsi e) 10-1695/Mechanical, =19 r - -
Max Horz 2;--31 O(L )
MaxUPIiftl =- 7 (L ), 2=-1 L )
Max Gray 10- 1881 (L )' 2=2143( L
26-10-9
33-8
10-
--
'1 O.g-6-, 0-1 -
in
Io)
l/ efl
Ud
-0-36
13
>999
240
-0-61
14-15
>4
180
-0.72
10
n/a
n1a
BRACING
TOP H RL
BCT CHORD
'REBS
FORCES. (Ib - Mamimum ompr ion/mum Tension
T E H FCS 1 -2=0/205,2 -3= -4376/22.5,3 -4;---4137 248,4-5--3320/213,5-6--3199/207,6-7=-3199/2071 -
9-1 o �--4 527
BST H[
—
9-7
'LTE
f T 0
U718H
`eight: 147 lb
Scale: 3/16"=
(10 _ 1
4 r�
1
Y
b.*. I U
GRIP
169/123
169/123
Structural wood sheathing directly applied or 2-2-0 oc purl iris.
Rigid id cel 11 rig directly appl led or 10-0-0 oc brad ng,
1 Row at midpt 8-12
7-8;---338611011 -- 134/1021
12-13=-86/2640111-12=0/3577110-11-0/3575 —13=-86/ 64 111-1 =0/357 1110d75
EB 4-15:--0/230P -1 -712'21 ,-14�--43 `450,-1 =011624, -1 209/881 '-1 ,-237}158517-12--58/50018-12=-858/261,
-11 zO/a `/y 4
NOTES
1 WindASCE 7-98- 90mph, h= ft; T DL4. p f' CA L L=4.8p f, Category 11; Exp Q n Ic da MFRS int ri ronce33
Lumber COOL=
plate grip D L=`1. , j 1.
TELL: A5 0 E :(-95; Pf=35,0 psf (r]a[ roof s no lP), Exp Q Sheltered
Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater of miry ref live [ ad cf 16. 0 p f or .GO tiros flat roof load of 35.0 p f on overhangs non -concurrent
t
w1th other lig 1oads.
Provide adequate drainage to prevent water ponding.
This truss has been designed for a f10.0 p f bottom chord live Ioad nonconcurr nt with any other live I0ad -
l I plates are MT20 plates unless otheri se indicated,
This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance inspection.
Refer to g [ rd r(s) for truss to truss connections.
10) Bearling at joint) 2 considersparallel to grain`` va[ue using ANSiJTP[ 1 angle to grain formula. Building designer shoul dverify Capacityof
bearing urfa,
11) Pro de mechanical connection (by others) of truss to bearing plate capable of ith tan i -ng 78 [b up[ift at joint 10 and 166 1b uplift at `pint
2-
12) This true is designed in acccrdance with the 2003 International Residential Code sections R502.1 1.1 and R802-10,2 and referenced
standard ANSI/TP1 1-
LOAD CASE(S) Standard
Job
I runs I ype
F5 ROOFTRUSS
ST(DCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
13-3-13
--1
WO lVlT18H4-
--3
--
Ply I REKBEJRGIF0YGLElCGI7-161(ID)H
6X10 MT I SHi
Jo R e-renc optional)
6,EGO S Mar 8 2007 MiTek Industries, Inc. Ian Jul 1 D9:02:11 2007 Page
1
-1-
--1
33--
,,I
IWO 1.5x4 11
I a
4x4 4 4x8 1. SX4 1
14 i 13-3-13
6-9-14 6-5-15
Pfetet-
,Ed[1:0-7-650-0-1211[3.0-8-0,0-5-
LI (psi
TCLL 35.0
( Roofno - 3 . )
TCDD 8.0
BCLL_�
BDL _
SPACING -0-0
Plates Increase 1.15
L u rn ber 1 acre 1.1
Rep Stress Iner YES.
Code I 00371 '1 00
19-10-12
4
.0- - 10-3-0 , [6:0-2-12,Edcie
26-10-2
10-
6-11-6
-11-
,. FEEL
i n [o)
I/defl
Lid
Vert(LL)
-0,1 1-11
>999
240
Veil(TL)
-D. 4 1-11
>999
180
s H or (T L)
00.03 8
n/2
BRACINGLUMBER
TOE CHORD 2 X 4 SPF 1 017 1.5E *Except* T E CHORD
T2 2 X 6 DF No -2 BOTCHORD
BOT CHORD 2 X 4 SEF 1 5OF 1,5E EB
VVEBS 2 X 4 SPF 165OF I - 5F *Except*
ElE ' f 1 2 X 4 SPF -S Stud/ tcf, W1 2 X 4 SPF -5 StucUStd
Left, 1, 5 X 11 .88 LS -L Truss Grade, R I ht: 2 X 8 DF 195OF 1, 7E
REACTIONS Ib/size) 1 _ 8/Dani l!, 6-434/0-7-0, 8=2126/0-5-8
Max Hort 1=- of L
Max UPI ift1=-41(LC 7), 6=- (L ), 8 - -9 3 LC
fix G ra v 1=131 (LC ), =801 (LC 3), 8=2293( L 3
0
6-9-14
PLATES GRIP
1691123
I" T1SH 197/144
Weight. 171 Ib
Structural wood sheathing directly applied or 3-3-11 oc purlins.
Ig id ce'l I I ng directly apo i ed or 63_0-0 oc bracing.
1 Row at midlpt 2-1 or 3-8,4-815-8
FORCES (1b) - imum COMPreSSionfMa>imum Tension
TOP CHORD 1-2--1674/61, 2-3=-840/11713-4=01287f 4-5--561505P 5-6--886/192
E T ' I-iORD 1-11 - C) 110 , 1 o-11=-209/10731 -1 o--115/439, - =_ 115/439, -3=-116/471' - =-116/471
SEE -11-0/269, -1 =-850/1 0, 3-10=-52/636., - =-1410/15514- =-1-03 31 - =-83311 -7=0/2613
NOTES
1 ) 'i nd� ASCE 7-8; 90mph, h=ft' TCL=4. 8 f' � �L=4. �'
� � � a Category 11; Exp C, enclosed, MFRS interaorzone; Lumber DOL=1.33
plate gr1p D L 1. .
TCLL: ASCE7-98,Ef=3 .0 p f (flat reef snow); Exp Q Fully Exp,
Unbalan d .5now loads have been consiclerecf for feta design,
4) Pru de adequate drainage to prevent water ponding.
This truss has been designed for a 10.0 p f bOttom chord live load ncnConcurrent with any other live Loads.
11 plate. are MT20 plates unless other i e indicated_
Refer to girder(s) for truss to true connections.
Pr ide mechanic2l connection (b others) of true to bearing plate capable of withstanding 41 lb uplift at -pint 1 4 I uplift
1 b uplift at joint 8, p .e . t a int d 93
This true is designed in accordance with the 2003 International Residential Cede sections R502-1 1
standard L IITEf
,1 .end R802.10.2 and referenced
LOAD CASE(S) Standard
Scale = 1� : z.5'
o True Truss Type
70%81 w
ROOF TRUSS 4
a�
T ?COMPONENTS -IF, ���� ��il�, l ��,Clay Dustin
Q
679,14
I [}EFL
in (foc)
13-3-13
6-9-14
Vert(LL)
-0-15 1-12
6-5-15
Ply
RE- 1 ID)H
I
1
Job_ Reference (optirrl
� I r 7 MiTek I n d ustri es, Inc. Vbn J u I l 6 D9:02- 24 200 7 .gage 1
-- --1 --14 -0-0
8 6x 10 MT18H ~\
6-9714 13-3-13 19-10-12 26-10-2
6-9-14 6-5-15
Plate Offsets M 11 : 0-0-, Ed 1:0-1-,
-- [3 -0 -4 -8.0 -3 -
LOADING (psq
TOLL .
Roof Snow ---35_0)
TDL 8.0
E LL 0.0
_BL
LUMBER
TOP CHORD
BOT CHORD
EBS
VVEDE
Left. 1-5
SPACING 2 -a -o
Plates Increase 1.15
Lumber Increase 1.75
Rep Stress incr YES
Code lRC2003iTFE2002
4,0-6-910-3-
6-11-6
- -9,0- -
4
I
1
[5:0-3-12,Ed:0-2-4,Edg
CSf
I [}EFL
in (foc)
tldefl
TC 0,83
Vert(LL)
-0-15 1-12
>999
BC 0.65
Vert(TL)
-0.24 1-12
X993
WB 0.72
Harz(TL)
0A3 9
nla
Matrix)
4 SIF 1650F 1_5E *Except* BRACING
TOPCHORD
4 SPF 15OF 1.5E BOTCHORD�
X 4 SAF 1 OAF 1.5E * ept`�
BS
W1 2 X 4 SPF -S SPF-SStud/Std, W1 2 X 4 SPF-aSStud/Std
11.88 LSL Truss Grade, dight, 2 X 8 DF 1950F 1,7E
REACTIONS (lb/size) 1- 4 Wchan i J, 9=2102/0-5-816-66010-5-8
Max Ho
= 102/0- - , -66010- -
Ho r 1-L L )
UbX up] iftl --4 (L , = - 0(L , 6-z-1 L
Max Gray 1=I 16(L , -2261(L , 6= 114 ( L
d
240
180
nfa
PLATES
MT20
1H
ei ht: 174 1 b
GRIP
169/123
1 97/1 44
Stru tural wood sheathin g d i recVy a ppaI ed or 3 -8-11 oc purlins.
RIgid ceiling d-Irectly applied or -0-0 oc bracing,
I Row at midpt -111 3-9r 4-9, -
FORCES IL6) - Ma)drnum C0rr1Pressj0rVMa>drnum Tens[on
T PH RD 1-12=-187/10742
1-2z---1674180, -3_''862'1 1 3-4=0/2795 4-5_.,65/496,5-6=-859119.5, 6-7=0/212
CHORD 1 - 1 =-1 / 1 0742 11-12=-187/1074P 10'1-93/ F, 9-10=-931439r 8_9=-122/4335 6-8=-1211435
WEBS 2-12-012611 2-11=-84:5/181 3 -11=-55/646, 3-9=- 1 05/14r, 4- --1 078/64,5-9=-773/148,5-8=01262
NOTES
1Wind- ASCE 7-98; 90mph., h; ft; T DL,4. p f; E CRL =4.8 f; Category 11; E>P Q en J d3 MWEJ rater`
Plate rip DOL -1,33.
33
a Ir zone; Lur�f�1r �oL �.
TOLL. ASCE 7-98; P�35,0 p f (flat .roof snow); Exp Q Fully Exp.
I nb,-Ilarlcce -5r1QYV 10adu have f ell com5iciered for Lrij.5 oe i el.
4) TIFF s true has been designed for greater of min roof rive Iced of 16. 0 p f or 2, 00 ti ries fiat roof Icad of
Ith cth r live loads
Provide adequate drainage to pre n t water ponding-
6)
ondin .
This tares has been designed for a 10.0 p f bottom chord Ike load nonco carr nt with any other live loads,
All plates are W20 plates. unless th r ri indicated,
Defer to girders) for truss to truss connecticns,
9 ) P rc�i de m echa n i cal con in eti on (by othr of to us s to bea.ri nI ate M
165 lb uplift at joint ..
� ��I� �f rth#r���r� � i b u�l�f� at JAI rpt � , � i u�l•i t a�i�t ��I
10). TSIs truss I s designed in accordance with the 2003 Int rnaftn l Residential Code sections 8502.11.1 and R802.1 0.2 and referenced
tancfard ANSI1TP1 I_
LOAD CASE(S) Standard
r
Joh
Q709681
True
7
Trus Type
ROOFTRUSS
STOCK COMPONENTS- IF, Idaho gaffs; 115-8-34030 C I ay Gustin
r
6-9-14
--1
fl&'
20-4-3
7-0-
Qty I Ply
9
11
,Job Reference optional
6.51M s Mar B 2DO7 MITek Industries, Inc.
--1
3--
--1 4
Mon Jul 16 :02'38 2007 Page 1
35-8-Q�
2 -fl -Q
--1
--14
-r-
Pfau Offsets—' : 1: - - Ed 4 - - O-3-0 , ;
LOAD] N G (pso
TOLL 35.0
.(Roof naves 3 .0)
TDL 8.0
8LL 0_G
BDL_3
PIPJ -0-0
Pates Increase 1.1
Lumber Increase +1.1
Rep Stress Inr YES
Code IRC2003,fTP12002
LUMBER
TOFF CHORD 2 X 4 SPF 1F 1 _E *Except -
T2 DF No.2
BOT CHORD 2 X 4 SPF 1650F 1,5E
V-1EBS 2 X 4 SPF 1650F 1.5E *E'xr_,ept-k
VVI 2 X4 SIPF-S Stucll./Std, W1 2 X 4 SPF- Stud/Std
ECE
Left: 1. X 11,88 L L Truss Grade, R -I ht. 2 X 6 DF HO.
-
- -0
13-3-13
CSI
I]EFL
en (ioc)
fldefl
Lld
� PLATES GRIP
TC 0_83
Vert(LL)
-0.15 1-12
X999
240
MT20 1691123
BC 0.65
Vert(TL)
-0.24 1-12
X999
180
MT18H 1971744
VIIB 0.72
Harz(TL)
0.03 9
Na
nla
(Matrix) i
j
Weight 173 Ib
REACTIONS (Ib/size) 1= k e hani I, _l827 14-0-0, 8=366/14-0-0 6---;513/14-0-0
Max Horz 1=-3 L )
Max Upfi ftl =- (L 7), =_ 111 SLC 7), 8- 2C(L ),=-155(LC
Max GrayI=1 - L ), = 210Q(L ), = (L ), - 8 (L
BRACING
T P H IS D
ET CHORD
FB
IMIJ
I'T
C5
Structural wood heathl n -directly applied or 3-7-13 oc purili n .
Rigid ceiling directly applied or 5-0-0 cc bracing.
1 Row at m 1dpt 2-11, 3-914-9? _
FORCES (1b) - I" m um Compress -1on/M@>d mum Tension
TOP CHORD 1-2-1716/76, 2 -3T -883/142P 3-4=0/263P 4-5=-210/417, 5-13=-512/2082 6-7=0/204
BOT CHORD 1-1 --1701`11052 11-1 =-170/110 P 10-11 zz-76/47, 9-10--76/472, =-73/472,8-9=-132/17 P 6-8=-131/175
WEBS -1 T 0/266, 2-11z-848/181 P `11,-50/640, 3 9--1403/1 , 4 978/61,5-9z-3071157, 5- =-513/115
'
NOTES
1) Wind. ASCE 7-98; 9 ph^ h= ft, T DL= . p fr B DL= .8p..f; Category 11; Exp Q n Io d; MVV interior zone, Lumber DOL=1.3
plate gnip DOL=1.33_
TOLL: ASCE 7-98: Pf--3 _0 psf (flet roof snow); EV C; Full _
Unbalanced snow loads have been corp id re -d for Mls design.
This truss has been designed for greater of mart roof five load of 16.0 p f or 2.00 times fiat roof load of 35,C)
� f on o erhangs non -concurrent
with ether five loads.
Provide adequate drainage to p-revent water ponding,
T h i s tru e h as been des i g ned for a 10. 0 p f botto m c ford 1 i ve I ca d nc n n current with an y oth er l i Ve I Dads.
All plates are MT20 p[ates unless other i e indicated.
3 Refer to g1rder() for truss to truss connections.
Provide m han caf connection (by others) of truss to beadng plate capable of withstanding 42 lb uCift atjoint 1 t 1+11 lb uplift- 0
Ib
uplift at Joint 8 and 155 1b uplift at joint 6,
10 This true i -s designed in accordance with the 2GO3 Intern ftnal Residential Code sections R502.1 1.1 and R802.10.2 .10, and referenced
t@nd rd ANSI/TPI -1_
LOAD GASES) Standard
Cale' 3/1 'J-
' Job TrussTs Typelel
Qty
0701 F- CAPS
PIGGYBACK
5
i
STOCK Of PONENT IF, Idaho Fatls, ID 834'03. Clay Gustin -
--
--
t UHam"F LF !f 1 '(1D)H
1
1 Job Reference (opti2a4
_ s Mar 8 2007 MiTek I ndu tnii e , Inc,
--
Scale. 314": 1 F
4
0-10-0 --
-1 -
Plate Offsets ( _0- - 0-Lpj��-`1-
LOADING
TSL . 0 SPACING _�-�
Plates increase 115
TSL .� Lumber Increase 1.15Rep Stress Incr YESBCLL 0-0 Code IRC2003iTP12002
BCDL —8.0
I
LUMBER
TOP CHORD 2 X 4 SPF 1650E 1.5E
BOT CHORD 2 X 4 SPF 163,550117 1 5F
VVEBS 2 X 4 SPF -S StucVStd
REACTIONS idi l ) 2=325/0-5-8, 4=325/0-5-8
Max Herz 2 zz 6 1 (LC )
FORCES (1b) - Ma)arnum CornpressjonlMwdmum Tension
TOP CHORD 1-2=0/39, 2-3=-300/18, -4.--300/1 ,4-5zO/39
BOTCH OFT 2-6-0/142? 4-6,0/1 42
EB -=0/1 1
NOTES
7-0-5
5-3-
-
5-3-1 0-10-5
CSI DEFL in (loC) I/deft Ud PLATES GRIP
TC 0.19 Vert(LL) -D_d0 6 X999 240 MT20 1691123
BC 0.07 Vert(TL) -R002-6 X999 980
V1B 0.08 Horz(TL) D. 00 4 nla Na
(Matrix) r Weight: 19 ih
BRACING
TOS' Hl
ET CHORD
Structural wood s he th 1 ng directly app1E ed or - 0-0 oc pur in s.
Rigid ce! Ii rig di rally appi i d or 10-0-0 oc bracing,
1) 'F'i'nd. ASCE 7-"- 90mphr h=25ft; T C D L=4 - 8ps f? B C DL= 4 _ 8psf, Category II; Exp Q enclosed; MWF R S j nte riot zone; Lurgi,
Plate grip D L=1 _ ,
TCL . ASCE 7-98 Fit=35.0 p f (flat roof now), Exp Q Fully Exp.
Unbalanced n(yv lo@ds ha' been considered for this design,
4) This truss has been designed for greater of min rpt rive load of 16,0 p f or 2.00 times flat roof load f.0 f av overhangs non -concurrent
with other live leads.
This truss has been designed for a 10.0 p f hottoirn chord live load nonco Curr nt. with any other Ilve loads_
6) Providemecrian I cal conn ct-Ion (by others) of truss to t>eari ng pl ate capabl e of withstandi ng 37 I b upl ifk at jol nt 2 and 37 l b upl ift at of nt .
This truss I designed in accordance with the 2003 Int rnationalResidential Code sectionsR502-1 1 -1 rid R802.10- and referenced
�
standard ANSVTPI I _
8) ,SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTIONDETAIL FOR CONNECTION TO EASE TRU
SS
LOAD CASE(S) Standard
0
Job TrussTruss Type Qty
1 ROOD TRUSS�
STOCK COM FOM F BTS- I F, Id aho Fal Is, I D 83403, C lay Gu t in
--
--1
--1
4x6
4
Hly I RUBU RaF 0YGLE/CGf7-16/(I D) H
Job Reference o ti onal
6.500 2007 MiTek In dust f' e , Inc. Mon Jul 16 09:02:53 2-07 Page 1
25-8-0
6-6
-
--1
--0
--1
12-10-0
6.3-1 10-
F l ate 0 ffs etsX I ` . 0-0-1 , Ef2:0-2-4,0-6- L6 , 0-0- 13 9 Ed 6.0-2 0-6- 81
LOADING l
TOLL 35.0
(Roof no,O)
TDL 8,0
POLL 0.0
BCDL 8.0
PI --0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r YES
Code I RC2003 TPl 0O
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1. 5E
BOT CHORD 2 X4 SPF 165OF I - 5E
VVEBS 2 X 4 SPP 1650F 1,5E *E>cept*.
1 2 X 4 SPF-SStud/Std, W1 2 X 4 P'F-8 Stud/Std
WEDGE
Left; 2 X 6 CSF No.2, Right.- ht.- L)F Oe
REACTIONS �lb/size) 2-1485ID-5-8, 6=1485i0-5-8
N Hort =;(L
Max UP1 rft =-154 L 7 p =-154( L
FORCES fib) - MaAmum Gcmpression/k1a)dmum Tension
T C 0.79
BC 0,39
B 0,17
(Matrix)
1.5x4 11
6-3-1
EFL
in Oo)
101defl
Vert(LL)
O,0 6-8
>999
Vert(TL)
-0.11 -10
Hor (TL)
0.0
n/a
BRACING
TOPCHORD
POT FBF D
WES
TOPCHORD 1- =0/21 , - =-1902192, - =-1170/1 r 4- =-117011 r - --1 02 +9li 6-7_0/212
BOT CHORD -11=-77/1 p i1 o-1 l =-77/1233, -10— {1 p S-- =0/1233, - =01233
EB 3-11 ==44, 3-10--746/143r 4-10_-73 , -1 0=-74611431 5-&7-0/244
25-8-0
6-6
-
--1
Ud PLATES
240 NfT2Q
180
Na
Weight, 1171b
.M
l
GRIP
169/123
Structural wood h athin it t]applied or 4-3-12 oc pudin .
Rigid it 1 ng directly appl ied or 10-0-0 oo braying
1 Row at midpt -1 or -10
NOTE
1 Wind: ASCE - , 0 ph: h= 5ft, T E)L=4_ p f; E DL^ .8p f, Category 11; F-xp Q enclose -d- CPRS interior orae; Lugbor DOL=1.33
plate grip IDOL=1 ..
TOLL: ASCE 7-98: Pf;--35.0 p f (flat roof snow); Exp C - Fu I ly Exp_
Unbalanced s now Ioad s have been cons id r dl for t.hr design:
4) This tru5r> has been de 9rned for greater of min voor live Ioad of 15. o p f or 2,00 times flat roof Ioad of 35.x' p f on Overhangs n o n-conCUFr nt
�Afith other I-1ve loads -
5)
o . .
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other lave loads.
Pro de mechanicaJ connection (by others) of tales to bearing plate capable of withstanding ndin 154 lb uplift at joint 2 and 154 1b upliftt 'ort ,
Thi tri J i +fie 1 ned i n accordance with the2003 lint r.�` at[o � l Res Ede tial Code sections I 02.1 `� .1 X1 1 R80 �
standard l` SIITPJ I
LOAD CASE(S) Standard
Cale = 1-158.4
FBF
Truss
0
Truss Type
3 �GiG ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gustin
u
ME
1
Ply
Jots rc(pp�
_5W s Mar 8 2007 MiTek Industries, Inc.
Mon Jul 16 09-03-00 7 Page 1
-2-0-0 12- ! _ 25-8- 4. _. 27-8-0
2-0-0
12-10-0
4X4
12-10-0
2-0-0
2--0
--0
7
��
_6
Scale = 1:55.8
_ PIate Offsets (X, ): [2:0-1:-41Edpp ,11 6:0-1-4, Edge]
LOADING (psi
TCL. 35.0
(.hoof Snow ---35.0)
T DL _0
BOLL 0.0
BILL 8.0
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r NO
Code I. 20 /-F P12002
1
TG 0.74
BC 0,37
B 0.20
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SEF 1650E 1.5E
OTHERS 2 X 4 S P F -S Sto td *Except*
ST7 2 X 4 SPF 1650F 1. E, ST6 2 X 4 SIF 1 5OF 1-5E
ST5 2 X 4 SPF 165OF 1_ E, ST6 2 X4 SPF 1 OF 1.5E
T5 2 X 4 SIF 1F 1 _E
D FL
i n
(Io)
I/def
Lid
PLATES
Vert(LL)
-0.11
17
nlr
90
IT2.3
'rt(TL)
-0.13
17
rr
so
H r (TL)
0.01
16
n/a
rVa
Wind(LL)
0-06
17
rr
120
Weight: 146 lb
BRACING
T P CHORD
BOT H RD
WEBS
IIF
16 901123
Structural woo sheathin'g directly applied or 6-0-0 oc purlins,
Rigid ceillng ceilingdirectly pplied or 10 -0 -Doc bracing.
1 Row at m i d pt 9-2518-263 10-24
RE TION Ob/sl e) 2z--476/25-8-0.
25 -162J25 -8 -Op 2 =201/25-8-0,
27=208/25-8-01
28=202)25-8-01 29:-199/25-8-01 30=232/25-8-01
31 =-1 10/25 -8 -Op
24=201/25-8-01 23=208/25-8-01
22 -202J25 -8 -Op
20=1 99/25-8-01 19=232/25-8-0r 1 =-110/25- -00
16=476/25-8-0
Max Flee 2;--267(LC
Max UpIift2=-183(L ), 26= -4 (L 7), 27=- 66 (L 7), 28=- (L C 7), - L C 7), 0=- L ), 81 =- L ), 24.E-4 3 (L ),
23-= (L 0 22=- (L ), 20-- �L , 1 =- (L , 1 _-4 (L ), 1 14 (L° )
IVhx G rav 2=804 (LC ), 2 5211 1 L 8), 26= 261 (L 2), 27=253(L 2) p 2 8 - 253 (L 2), =24S(L C 2), 30=291 L 2), 31=14 L )
242261(LC , 2 2 L , 22=26 L , 20;--.24 8 (L C 3) R 19- 291 (L ), 18 =151 L 8), 16 - 04(L )
FORCES (1b) - 1wamum Compression/lir um Tension
TOP II I D 1-2=01204, 2-3--274/174, 3-4=-243/152F 4-5=-188/150 35-F)=-137/147?6-7=-98/144, 7-8;--9811661 8-9--102/194P
9_10=-102085P 10-11--98/1 2, 11-12=-96/7+1, 12-13=-98/66t 13-14:---107/68, 14-15=-1611701 15-1 =_190/90, 16-17-0/204
BST CHORD 2-31 =-21/2221 30-31;---21/222, 29-30=-211222 3 2 - =-21:. 222, 27-28=-21/222, 26!27--21.1222, 25-26,=-21/2221 24- =-21/2220
23-24z---21/2221 22-2 = 21/2229 21-22=-21/2221 20-21;---211222r 19-20=-21/222, 1 -1 -2F1/2.22, 16-1 8=-21/222
V,JEB -25=-1 91/0, 8-26--229167. 7-927=-226/85, 6-28=-219177, -5-29;---221/78, 4-30--239188 - 1=- 17 , 10-2 =- 2 /'
11-23=-226J871 12-22=-219177, 13-20--221/78, 14--1 --239/88, 15-18=-48/176
NOTES
11 Wird: ASCE 7- 3; 90mph, h-2 fit; T DL=4. p f, E DL=4.8p. f; Category ll; Exp Q enclosed; MVV int r or zone; Lumb r DOL=1.33
plate grips DL. -.1_,
2) Truss designed for mind loads in the plane of the truss Daly_ For studs exposed to wind (normal to the face), see MjT "Standard Gable
EndDetail"
3) TOLL: ASCE 7-; X35, 0 pf (flat roof snow) ; Sheltered
4) U nba Ianced snow Io d s have been cons id red for this de i g n.
5) This true has been designed for greater of min roof live Road of 16.0 p f or 2.03 times flat roof load of 35.0 p f on overhangs non -concurrent
with other live lead.
This truss has been designed for a 10.0 p f bottom chord lie Road nonco current with any other live loads.
7) All plates are 1.5x4 MT20 unless otherwise indicated,
8) This true r ulres plate inspection per the Tooth CDunt Wth d when this truss is chosen for quality assurance inspection.
Gable requires continuous bottom chord bearing.
10) G abI e studs spaced at 2, 0-0 o _
11) Promide mechanical con-ition (by others) of truss to bearing plate capable of withstanding 183 1b uplift at jai nt 2, 47 lb uplift at joint 26, 6.6
1b uplift at joint 27, 59 Ib uplift at joint 28, 56 Ib uplift at joint 29, 79 1b uplift atjoint 30, 452 lb uplift at jo-Int 31, 43 lb uplift at joint 24, 67 Ib
uplift- at joint 23, 58 1b uplift at joint 22, 56 1b uplift atd int 20, 79 lb uplift at joint 19, 452 lb uplift at joint 18 and 146 IIS uplift at joint 16.
Continued on page 2
'Job `fru Truss Type
1 G1G ROOFTRUSS
I
STOCK CMP f ENT -1F, Idaho Fall , ID 83403, Clay Gustin
D
Qty Ply REXBURu/F0YGLEfCGf7-16/(1D)H
r
d
1 ��
Joky Reference (otion i
6-500 s Isar 8.2,007 MI -Tek Jnd u tries, Inc. Vbn Jul 1 09-03-00 2007 Page
MOTES
1 ) This truss is designed n accordance w th the 2003 International Residential Code sectims R502.11.1 and R802.10,2 and reference standardANSIFFPI 1.
LOAD CASE(S) Standard
job
Truss
T;r�s S Te
Q709681 °G2 ROOFTRUSS
T 1F' IEI —TS -IF, Idaho Falls, ID � ..
, Clay us# n
e,
e
aF1
4-7-
4-1-4
J
6x8 MT1 8H
4
Qty
I
,fob Ref r -2 n tion al
.5W s liar 8 2007 MiTek Jnclustries, Inc. Vbn Jul 18 09-03-06 2007 Page I
1--7
4-1-4
--0
4-7-
Plate Offset§ p---
10A z 3X1 Cl I 1 10 1a - 12x1 = 10x10 = 5A4 MT 0H= 10x1
3x10 11
4-7-
TGA 1-3FC11-1-1
878-1 12-10-0 I16-11-4 0 21-0-7 25-8-0
4-1^4
7:0- -0, 0-2-4:
LOADING {ps#}
TCLL
35'0
SPACING
2-0-0
(Raaf Snow -35,p)
Plates Increase
1.15
TCDL
8•0
Lumber Increase
1.15
BCLL
0.4
hep stress lncr
NO
BCDL
8.0
Code IRC20031TPI2002
LUMBER
TOP CHORD
2 X 4
SPS 2900E 1.8E
BOT CHORD
2 X 6
DF 1800E 1.617-
WEBS
2 X 4
SPF 1 fi50F 1.5E *Except*
W2 2 X 4 SPF-SStud/,ltd, W2 2 X 4 SPF -S StudlStd
4-1-4
4-1-4
4-1-4
4--
CSI DEFL ire (I ) I1r1j=fl I A ' D1 A=
TG 0.86
FSC 0.98
B 0,88
(Matrix)
WEDGE
Lett: 1.5 X 11,88 L L Truss Grade,, dight: 1.5 X 1+1.88 L L Truss Grade
REACTIONS (lb/size) 1=11 1610- - (input.- 0-5-8),7 11�16-10- - (input. -5-8)
Max Harz 1=-2681 Ln )
Max Grav1 117L ), =1 17L
Vert(LL) -025 10-11 X999 240
Vert(TL)-U.4210-11 >719 18Q
H=(TL) 0.14 7 n!a Na
BRACING
TOS' H RD
BOT H RD
M
DRIP
ITB 1691123
MT 0H 165/146
I 1 H 197/144
Weight: 341 1b
Structural wood sh thin directly ppli ed or -1-4 oc purlins.
frigid I i ng directly pli ed or 10-0- 0 cc bracing.
FORCES (Ib) - I . rnum COm Pres iorMa>im urn Ten logy
TOP CHORE) 11-2-1491411471 r 2-:3=-1 1824/12320 -4=-89 /1014, 4-5=-8934/110141 5-6=-1 18
24/1232, 6-7=-1 4915/1472
BOTCHORD 1-13--1170/11158P 12-13z-1170/11158, 11-1 —911 '8934, 10-11-^832/8934,-1 C)---+1064/111 $, 8- --1064/111
58
7-s=-1064/11158
'
VVEBS 2-13=-355/37041 --12=-30441383,1 3-12=-548/52381 3-11 =-4446/5461 4-11-1200/10871 3 5-1 1;--44461546F 5-1 0=-54915238
-1 0=-30441383 3 6-8=-356/3704
.COTES
1) -ply true to be connected together with 10 (.131"x3-") nail as follows:
Top chords conn cted as fo1Io , 2 X 4 - I row at 0 0 c .
Bottom chards ronnected as follows: 2 X 5 - 2 rows at 0-7-0 0c,
Webs connected as fol I O : 2 X 4 - 1 row at 0-9- 0 ce.
All loads are consIdered equal [y app] led to al i pl i es, except if noted as fret F or back (B) face i n the LOAD CAS E section, Ply to
onn tons have been pro\i ded to di tri Bute a n I 1 d noted s F or I
Wind., ASCE 7-98, 90m h, b = ft; T C L=4. sf, B DL=4, p ft Category I1; Exp Q enclosed; FRS interior zone, Lu
mber 33
plate grip DL=1 .33.
LL-,
4) TOLL; ASCE 7-98, Pf=88.0 psf (flat roof sae- ); Exp ; Full Ems_
Unbalanced snow loads have been considered for this design.
This true has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads,
7) All plates are MT20 plates unless other se indicated -
8)
rid cited.8 WARNING; Required bearIng size at joint(s) ,1 7 greater than input bearing size.
Prey de me han 1 cal conn t!en (by others) of truss to bea rl ng plate capable of [tb tand1ng 1132 1 b upI!i ft at joi nt I and 1132 1 b u pI lft at j aIn
7. #
10) T hi s trine i s designed ire accordance with the 20031nt m atj Ona] Res identral Code s ections 8502.11, 1 and R8 0.'10. 2 a rid refere n Ced
.standard ANSWTPI 1.
11) Girder c2rnies tie -ire s pans : 8 3-8-0 from 8-0-0 to -8-0
LOAD CASE(S) Standard
Continued on page
Scale = 1-59-G
Job Truss
QJQ9681 G2
Truss Type
ROOFTRUSS
I UUK UUMPONE T ]F, Idaho Falls, ID 83403, ay Gustn
LOAD AS E() Standard
1 Snow: Lumber [n r a =1.1 , Plate Increase= I - 1
Uniform Loads (pad'
Vert 1-4=-86, 4-7=-86, 1-7=-81 (F=-796)
Qty Ply F2EXBUKGIFDYGLFICG(7-161{la)H
21
Job Reference o tip oval}
6.500 s Mar 8 2007 Mi%k industries, Inc, Man Jul 16 09:03:06 2007 page 2
Job
071
"Truss
ji
Truss'fype Qty Ply
R00F TRUSS 2
ti I UUK U PONEITS-IF, Idaho Falls, ID 83403, Clay Gustin
LOAD I N ( psi
T LL 35.O
r oof no- 5.0)
TDL 8,0
POLL 0.
ECRL 8,131
0
0
-.-0
1
Job Ref rc-nce (�tiongl
..� Mar 8 2007 MiTek Industries, Inc.
1;10-1
2-0-0 1-10-15 3
1
PI -0-
Plates Increase 1.1
Lumber Increase 1.1
Fp Stress Inr YES
Code IRC2003ITP12002
LUMBER
TOP CHORD 2 X 4 ,SPF 1 5OF 1. 5E
BOT CHORD 2 X 4 SPF 1650F 1, 5L
MaxHort - 1 ( L. 7
Max Uplift =-1 (L 7). --182(L
Max ra,v=586(]_), 4_L 4), =(L 7)
FORCES (lb) - KiAMUM Compressionll' imum Tension
TO P C H 0 FAD 1-2;-- 0/206 P 2-3=- 1 1/ 7
BOT CHORD -4=0/0
1
TC 0. 67
13C 0.03
P 0.00
(Matrix)
1-10-15
1-1-1
DEFL
ire (I )
I/defl
Vert(LL)
-0.00 2
>999
Vert(TL)
-0.00 -4
>999
Harz TL
-0.00 3
n/a
n
Ud PLATES
240 MT20
1$0
n/a
Win Jul 16 o 03:07 2DO7 P—age 1
Weight, 8 lb
GRIP
1971144
E31RACING
T P CHORD Struclural wood sheathi rig di redly appli eco or 1-10-15 oc purli n _
B T CHORD Rigid ceiIi'n direly appii r 10-0-0 cc bracin „
TE
1 ) M nP 7 - mph; h=; T L=4. pf;13 CSL=
plate rl C� L= �I ,.p.f; ter I I P r�oiod; MF] lntrdor zr�e; Lubr DL= 1,
a
TOLL: ASCE -; Pf=_0 pf (flat roof snow); E>p Q Fully Exp.
Unbalanced snow loads have been considered for this design.
This truss has
been designed for greater of mfly roof I« load of 16.0 p f or 2,00 times flat roof load of 35.0 p f on overhangs non -concurrent
wth other live loads,
This truss has been designed for a 10.0 p f bottom chord Live Iced nanconcurrent with any other, I« loads.
Refer to ird r ) for truss to truss connections.
Pr de mechanical connection (by others) of truss to bearing pl 2tecapable of withstanding1 fb uplift at oInt and 1 .
� 1 I� ��I��k �t �crnt
e This trust i s designed in accordan e wi th the 2003 International Residentlal Code sections R502.1 and R802-10.2 and referenced
standard ANSIfTPI 1,
LOAD CASE(S) Standard
r,aie = 1-13.8
Truss
Q709681 M1
'Truss rype Qty ply
MONO TRUSS S
, . --; L ., -e1 wis �j1 jL1 v 1 err. 16wio r -ails, ILS' d [a l tin
PI�it= rWopfe IV `)- rian n A n A n
I ). Er_+}— — a,U— 1=Q
LOADING (psi
T LL 35.0
Roof Snow --35-0)
TIL 80
BOLL 0.
BIDL _0
LUMBER
TOIL CHORD
BOT CHORD
WEBS
I
--o-
-0-0
I
fob Reference
,500 s Mar 8 2007 MrTek Industries, Inc
0
SPACING 2-0,0
Plates Increase 1.1
Luber Increase 1.,15
Rep Stress I n r YES
Code IRC20037P12002
X 4 SPF 1650F 1.5E
X 4 SPF-Stucb'Std
REACTIONS (Ib/size) 2-449/0-5-8, 121 /Mechni l
Max No rz 2=17 (L 7)
FORCES (lb) - Mwdrnum Compression/Ma)� mum Tension
TOP ON D 1-2;;--0/212,2-3=-227/6313-4=-142/87
BOT CHORD -0/
0-0
-0-0
C51
TC 0.79
DEFIL
in (Eoc) !ldefl
Vd�
PLATES
BC 0.10
� Vert(i.L}
-fl,0� 2-4 X999
240
MT20
Vert(TL)
-0,02 2-4 >999
180
WB 0.00
Horz(TL)
0. 00 nla
nla
(Matrix)
Weight: 77 Ib
BRACING
TOP HO D
BOT OHIO
F
169/123
Structural wood sheathing d[Fect[y applied or -0-0 0C puri iris,
verticals.
Rapid ceil-In directly applied or I -0-0 oc bradrig.
TE
1) ind: ASCE 7-98, 0mph; h= ; T DL= .. p 1`, R DL.= . p fp Category I1',' erg io d'
plate grip OL=1.33, a a �'FJ interior Lumber fOL=.
TOLL: ASCE 7-98; Pf--5.0 psf (flat roof snow); Exp Or FLAy Exp,
Unbalanced snow loads hbeen considered for this design_
This true has been designed for greater cf m-
in roof J ive load Of f pit r ti t roof
load pf overhangs non nv11th other liveloads. urrent
This truss has been designed for a 1 0.0 pf bottom chord live fad nonce
nurrent with any other live loads.
Refer to girder(s)) for true to truss connections.
Prude mechanical connection (b others) cf truss to bearing plate capabie of withstanding 10 Ib-
Tl��s true f ��i nod ire ��ord�no� tf� the� Int�rntrn�� Residential Ord uplift t j oi rpt and 8 l b Cpl i at j oi rpt ,
tan
dard NS1 T Pl 1. s ty �� � � , � 1.1 and 0 . 1 0. and referenced
LOAD CASE(S) Standard
Scala = 1.20,4
except ens!