HomeMy WebLinkAboutSPECS - 07-00281 - 758 Yost St - New SFRZu
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Truss
Truss Type
Q709233 Al G ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Fa--ils-, ID 83403, ERIC J_
-2-0-0
-2-8
10
2-0-0 10-2-8
6.00f 12
Xy
4
2
6X 6 VL
A
61
4x4 ---
7
I
I
20-5-0
20-5-0
Oty Ply
SAINSBURY- SPEC #6
Job Reference (qLt Loq��)J
6.500 s Mar 8 2007 MiTek Industries, Jnc. Wed Jun 20 13.-5006-200_7 Pa 1'
20-5-0 22-5-0
10-2-8 2-0-0
SCap'e = 1:40.1
ST�
A
ST3
7'
10
P late offsets (X., Y). [2 - 0 -1- 51 F qg ��Ij 12 - p��dgejjl 5:0-2-800-0-.41
LOADING (psf)
TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) J/defl L/d PLATES GRIP
Plates I ncrease 1,15 TC; 0,71
(Roof Snowzz35.0) Lumber Increase 1,15 BG 0.31 Vert (L L) -0,12 13 n/r 90 MT20 169/123
TSL 8,0 Rep Stress Incr NO WB 0.14 Vert(TL) -0.14 13 n/r 80
BOLL 0-0 Horz(TL) 0,00 12 n/a n/a
BCDL -8.0 Code IRC2003/TP12002 (Nlatrix) Wi nd (ILL) 0,05 13 n/f 120 78 lb
We I
LUMBER BRACING
TPFII 2 X 4 SPF 1650F 1.5E TOPCHORD Structural wood sheathing dirt[y 2pplied or 6-0-0 oc purlMs.'
DoT HID 2 X 4 SPF 165OF I .51E BOTCHORD Rigid cel-fing d1rectly applied Of 10-0-0 0C bradr.g,
OTHERS 2 X 4 SPF- S Stud/Std
REACTIONS (IbIsize) 2=386/20-5-0. 19;-- 1179/20-5-0� 20=205/20-5-0, 21 =1 97/20-5-0, 22=231/20-5-0123= 109/20-5-0, 1 B -205/20 -5 -Op 17=7197/20-5-0 1 5=231/20-5-0
14=109/20-5-Oi 12=386120-5-0
Max Horz 2=8 (L 7)
Max Uplift2=-109(LC 7)J 20--32�11_C 7)5 21 =-31 (LC 7), 22zzz-53(LC 7)� 23--172(LC 9)18;--30(LC 8), 17L---31 (LC 8)16--53(LC
8) - - -
Max Grav 2=580(LC 2), 19-179(LC 1)520-312(LC 2), 21 =285(LC 2), 22-341 (LC 2), 23=147(LC 2) 18;--312
12=LCL (LC 3), 17=285(LC 3), 16=-341(LC 3), 14=147(LC
3), 580( 3)
FO.RCES (lb) - Maximum Compression/Maxinnum Tension
TOIL CHORD 1-2=0/14 , 2-3--,120137, 3-4--76/51, 4-5--84/71, 5-6=-82/92t 0-7=-88111101 7-8=-88/105, 8-9=-82/753 9-10--84/421
10_111 -z -75/4Z 11-12=-120/18, 12-13-0/140
BOTCHORD 2-23=0/895 22-23-00189, 21-2240/89, 20-21-0/89 19-20-0,189, 18-19-0/89,
14-15=0/891 12-14z7-()/89 15-16-zO/89?
WEBS 7-1 =-148/0, 6-20=-278151, 5-21 =-260/535 4-22=-283/61, 3-23=-201/77, 8-18--278/49, 9-17=-260/541
10-16-283/61, 11-14=-201177
NOTES
1) Wind: ASCE 7-98; 0mph- h=25ft- TCDL=4.8pST, BCDL-z4.8pqf- C2tegGry 11; Exp C; enclosed; IRS interior zone; Lumber
DOL 1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the truss only, For Studs exposed to wind (nc)rmal to the face), see MiTek
Standard Gable, End Detail IP
3) TCLL-. ASCE 7-98; Pf=35.0 psf (flat roof snow)- Exp'
C- Ful`ly Exp.
ance
4) Unbald snow loads have been considered for this design -
5) This truss has been design�d for greater of min roof live load of 16.0 p or 2.00 times flat roof load of 35,0 psf on overhangs
non -concurrent with other live loads,
6) This truss has beer: designed for a 10.0 psT' bottom chord live load neon cu rrent with a ny othe r live loads -
7) All plates are 1.5x4 MT20 unless othermse fndicated.
8) Gable requires continuous bottom chord bearing -
9) Gable studs spaced at 2-0-0 oc.
10) Provide rnechanIC211 connection (by others) of truss �o bearing plate capable of vvithstan ding 109 ]b uplift at joint 2, 32 ]b uplift at
joint 20, 31 lb uplift at Joint 21, 53 lb uplift at joint 22, 172 lb uplift at joint 23, 30 1b upffl at joint 18 31 1b uplift at)oint 17, 53 Ib
uplift at joint 1 5P 172 1b uplift at joint 14 and 125 ]b uplift at joint 12-
,
11) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1_1 and R802.10-2 and
referenced standard ANSUTPI 1
LOAD GASES) Standard
Job Truss Truss Type QtyPly lfBFp SPEC #6
9 '
709233 A2
R0017TRUSS
---- - : Joh R feren tiona
.
STACK OMPO E T -11=, Idaho Fafl , ILS 83403, ERIC J. _ �.
6.500 s Mar 8 2007 MiTek Industries , Inc. Wed Jun 20 13-50.12 2007 Page �
— - --- 15-0-8 _ 20-5-0 22-5-0
r.ale 4 1:40.1
4A 0
5.00 f2—
4x4
C
4 -
0
5-4!8
ts �XiY)_-_12:0-10-TFqq�], _()-q-7,Fdge]
LOADING (psf)
TOLL 35.0 SPACING 2-0-0
(Roof Snow -35,O) Plates Increase 1.115
TIL 8.0 Lumber Increase 1A5
BOLL 0.0 Jeep Stress Inr YES
E DL 8.0 Code 11 0 'TPJ 00
LUMBER
Top CHORD 2 X4 SPF 1650F I_5E
B T CHORD 2 X 4SPF 165OF I� E
WEBS X 4 FBF-Stud/Std
REACTIONS (Ib/size) 2=1217/0-3-8, 6=1217/0-3-8
Max plift2=-14 L 7), =-14 L
Max G r v 2-z1 1 L 2), 6-151 (L C 3)
10-2-8
LOAD--
1
TC 0.71
BC Or 34
WEA 0.66
(Nltri)
EFL
e'er (I -L
Vert (T L)
Hor TL)
15-0-8
__
4-10- 5-4-8
BRACING
T P HOR
BOT CHORD
FORCES (lb) - Maximum Compression[Nilax murn Tension
TOP CHORD 1-2-0/142, 2-3=-19-38/73, 3-4--1,215/93, 4-5--1215/93P5-6-z-1938/73, 6-7z--0/141
0/141
B T H ILA 2--11=-531'1576, 10-11_--:53/1 576, -10=- f 1575, -9 -2/1576, 6,-8--2/1576
WEBS -11- /1 !, -1 --787/72: 4-1 0=-0/58 -1 --787/72, -8=011 89
Ltd
240
180
n1a
PLATES
MT20
Weight: 74 lb
GIMP
16W1 23
Structural c)d s h @th [ng d i r ctly applied or 4-8-8 oc purlins -
Rigid cei 1i ng d i rectly a pplid or 10-0-0 oc bracing.
NOTES
1) Wind-, ASCE 7-98; mph; h= ft; T DL=4_ psf; .3 DL=4_8p f Category J l; E; , enclosed- M Fi interior
CL -1. plate grip DOL- 1.33.
�Zone; Lumber
2 T L L: ASCE 8; Pf ` .0 psf (flat roof snow): Exp , FullyExp,
Unbalanced snow loads have been on id r dd for this design_.
4) This truss has been designed for greater of airy roof live load of -16,0 p f or 2.00 times flat roof load of
35-0 psf on overhangs
non -concurrent with other lire loads.
This truss has been designed for a -10-0 p :f bottom chord live load n n on ur-r nt with n other lire
) Provide I�
��2nial onn.ctin (b others) of tri r� t� bearing _ erloads,
�1�t� capable bl �f �tht� r�� 1rr 149 Ib u pl rft at joint 2 and 149 lb
uplift @t joint 6-
7) This truss is designed in accordance with the 2003 Internatlon l Residential Code sections R502,1 and
referenced standard SI/TPI 1. 2.1 r�
LOAD SAE() Standard.
Jab Truss. Trus Type---
0709233
ype-__0709233
!BlG ROOF TRUSS
STOCK COMPONENTS -CF, Idaho Faller ID 83403E ERIC -i-7
U
--4
b. 00 12
QtY Ply SAINSBURY. SPEC #6
- _ -
e
,)ob Reference tionIi I
6.500 Mer 8 2007 MMT k Industries, Inc. Wed Jun 0 1-150 2007E Pa 1'
13-4-019-9-0
6-10-12
4x5
,Y
T6
7x8 PAT1 8H
3
-- --
- —-0
oft
Cafe = I -47_5
3x.0 10 �iyi'F i p
2x4 II
A 1! 2x4 f
-- - _ 26-8-8 -
-.-Plate Offsetsi 0-2-1,0-1 -8LO L5 -.0-3- 1, - --- -
0 2 4], Ll 1 -0
_]211J�q'0-160-0-L DIN (p f)- -
T LL 35.0 SPACING -0- CSI DEI^L in (I Ild fl L/d PLATES
Plates Increase 1.15 TC 0.95 Vert(LL) -0.07 7 >999 240 M T 2,0 1
69/123
TL Lumber Increase 1.1 B 0.43 rl(TL) -0.11 -7 9 180 o ��1��1T1 8 F1
I rep Stress In r WB .51 H rz(TL 0.02 n1a ri/a
1 '391123
LL �. � Cr
B C L v0 - 0 /TPl (Matrix) Weight: 152
LUMBER BRACING
—
TOPCHORD 2 X 4 SPF 210OF 1.8E "Except* TOPCHORD Structural'
wood sheathing &ecfly applied or 3-11-15 oc purilins.
T2 2 X 4 SPF 1650F 1,5E BOT CHORD Rigid ceilingdirectly Ci
ed or 6-0-0 oc br2cing.
WEBS X 4 SPF -S SPF—SS t aid/Std *Except*
W2 2 X 4 SPF165OF 1.5E
OTHERS 2 X 4 SI F- Stud/Std
REACTIONS (1bfs1ze-) 1-204/0-3-8, 10-1529/0-3-8, 5=1185/0-3-8
Max Hort 1= -1 20(LC
Max Uplift1---4 (L )t 10 -- 3(L 7)t =-16 (L
Maxrev 1=405(L ), 10= 17 (L ), 5-1617 L 3 )
FORCES (lb) - .ISI imu Compression/Maximum Tension
TOE' CHORD 1-2=-264/3207 2-3=-868/1211 -4=-962/1071 4-5=--2088/113, 5-6=0/151
BOT CI RC 1-10=-272/10.4, 9-10=-272/104a 8-9=0/ 1 7-8---z0/1 . 5-7=0/ _ 1
686
WEBS -1 =-1351/145, - =0,11042, 3-9=-2212171 449=-1149/11 , -7=0/260
NOTES
1) Vind: ASCE 7-9&, 90mph h- ft; T DL=4_ p f ECRL= . p f; Category 11; Exp ; enclosed; NIWFF inferiorzone;
Lei rri der
DOL; --1-33 plate grip D Ls1.31
True designed for wird loads in the plane of the truss only. For to ed to wind normal �
,. t nclard Gable End Detail"
� � � #ham f�c��, � �T�I
TOLL: ASCE 7-98, f=35.0 p f (flat root snow); E T Ful[E.
4) Unbalanced snow loads have been considered for this design,.
This truss has been designed for greater of min roof HVC 102d of 16.0 p f or 2.00 times fiat roof land of 35.0 f on
non -concurrent with other live loads. � overhangs
This truss has been designed for a 10.0 p ,f bottom chord live load non
concurrent with @ny other live load.
All P12teS are MT20 plates unless other ri indicated,
All plates. are 1 5x4 MT20 unless otherwise indicated.
Gable studs spaced 2t -0-0 o.
10) Provide mecha n i C con rection (by oth er of f runs to bearing I2t able of with � � h tndin 1,b upll ft at Jai nt 1 , 93 Ib U plift at
Joint 10 and 166, ilb uplift at joint 5.
11 This truss is designed in accordance with the 2003 International Residential Code. sections R502.1 1.1 and R802- 1
referenced standard ANS I/TPI 1.
1 Girder carries tie-in p n�): 2-6-0 from 0-0-0 to -3-
13 In the LOAD CASE(S) 3ection, loads applied to the face of the truss are noted as trona F or back (B)-
LOAD
B -
LOAD CASE(S) Standard
Continued on page
.
6 I
Job
Truss Truss T'
ype
Qty Pd Y SAINSBURY'-'-,
PEC #6
Q709233 B1G ROOF TRUSS
Job Referencelopti
STOCK COMPONENTS--'IF, Idafio F"a-11' —I'D 8
S, 3403.ERIC J_
.M8 MiTek Industries, Inc- Wed Jury, 20 13:50-39 2007 Page 2
6500 s ar 20 1 07
LOAD CASE(S) Standard
1) Snow: Lu m b Increase=1.1 , Plate I n crease— 1, 15
Uniform Loads �pff)
VerL 1-3=-86, 3-6=-86. 111-10=-21(F=-5), 5-10--16
Job
Truss Truss Type
Qty Ply I IIUJ11_ SPEC #! -
Q709233 B2 n
ROOF TRUSS 9 1
-
STOCKIIP1FlT-J T,dh FIIl
;EPIJob Reference (option
, 4, ._ al
6.500 s Mar 8 2007 M Te k I nd u tri , I ris. Wed Jun 20 13 :5 43 2
607 I
age 11'
_ 0--! ` _-
8x 12 PvIT 0H I I Scale m 1:37.8
6.00 F,
3
z -o-$
7-a-8
Plate Offsets k,YL[5:Q-C-Edge]--
LOADING pf )
PLATES I P
Lid
TALL
240
_
SPA I
-.��
)
Plates Increase
1.15
Lurnhr Increase
1.15
BCLL
0.0
BCDL
8.0
Code IRC2003ITP12002
LUMBER
BE
TOPCHORD
2
X 4
SPF 16,50F 1.5E
1130T CHORD
2
X 4
SPF 165OF 1.5F
WEBS
2
X 4
SPF -S Stud/Std
REACTIONS I'C.i 5-122710-3-8, 10;-- 1 0 16/0-3-8
Ma
/ --
Ma Hor- 1 ,=-177 L
M@X Llplift =-1 4(L )f 10=- (L
13-5-8 _ 1
--
i DEI~ L
T _84 Vert(LL)
V
E3 0.45 e rt(I
- L)
B 0.95 H rz(TL)
(Matrix)
FORCES (Ib) - Ma imurn CornpresslonlMl2xirnum Tension
TOP H R D 1-2--140164, 2-3=-850/98, 3-4=-1 071/81, - �- 177/95-r5=0/1 41 1
BOT FA D -10_ 1 7 � -9=011759, 7-8=0/1 759, -7=0/1759
E E3S 2-9--31/480., -9_01291, 4-9-11251120, 4-7=01249, 2-10--952.17
BRACING
TOP CHORD
IS T H R D
EB,
_20-5-0
6-11-8
l/defl
PLATES I P
Lid
999
240
M T O 169/123
9
180
KITH 127/93
n/a
of
Weight. 83 1b
tru turad wood sheathing directly applied or 3-8-0 c ,purlins'
except end verticals,
Rigid ceiling directly pplid or 10-0-0 oc braid.
1 Flow at midpt -.
NOTES
1) Wi n d: AS C E 7-98, 90 rn ply, h _ ; ft; TCDD. -4 _ 8psf, B C D L=4.8 p f f or -y J l; E ; erg cJosed,, MWFRS i nterI or zon e, Lu rn her
DOL=1. 33 plate grip COOL=1.3&
TOLL. ASCE 7-98, Pf =35.0 p f (fiat roof snow) Exp r Fully Unbalanced Exp.
nog loads have been. considered �
.Mrd fir this dl�n.
This truss has been designed for greater of min roof live load of 16.0 psf or 2,0D times flat roof
Ind of 35,0 pf on overhangs
non -concurrent with ether live loads.
5) This truss has been clesicned for a 10-0 p f bottom chord live load noncen urrent with
any other live load.
II p12t are MT20 plates unless otherwise indi at da
7 Provide mocha i I connection (b others) of truSs to beaCing Plate caps bl ofrth tandj n 1 Ib
t joint 1 0. uliftt 1intrd k �uplift
This truss is designed In accordancewith ►he 2003 Intern tionai Residential Code Sections R502.1
referenced standard ANSI/TPI 1.� .1 end ��.:� ��d
LOAD CASE(S) Standard
Job
Trus s
Truss Type
Qty Ply SAINSBURY: SPEC' #6
Q709233 C1 ROOF TRUSS
� J
STOCK C0lVlP6NENTS-1F,_Idako Fal -1s) ID 834032 ERl_6j',-- Job Reference (optionan
6-500 s Mar 8 200 MiTek Industries, J.nc-Wed Jun 20 - _13- .472067 Pagel
5 0-
18-2-8 20-2-8
4-11-8 3-6-12 4-5-4 2-0-0
Scane = 1:34.2
3X 10 4A
2
I
4A .":--
1 4
%*— 9 8 7
U4 2x4 11 3x10 = 2M 11
T2
6.00 ".l 2
6
__'13-9-4
5-3-0
18-2-8
3-6-12
5-3-0
4-11-8
X
LOADING (psi)
DEFL
in NO
TOLL
35,0
SPACING' 0-0-1
CS]
(Roof Snow= -35.0)
>999
Plates Increase. 11.15
TC 0,52
TL
8-0
Lumber Increase 1'_ 15
BC 0.18
BOLL
0-0
RStress Incr
ep NO
WB 0.45
BCDL
Code IRC2003/TP12002
(Matrix)
LUMBER
Weight: 181 lb
BRACING
TOPCHORD
2 X
4 SPF 1 O 1.5E
TOPCHORD Structural wood
BOT CHORD
2 X
DF No.2
except
WEBS
2 X
4 SI F -S Stud/Std
BOTCHORD rigid ceiling directly applied or 10-0-0 oc bracin g.
REACTIONS
(P /size)
10- 1422/0-3-8, 5z--97310-3-8
Max
Igor z'10,;z2(LC 6)
M ax
U p 1 -1 I't 10--1 51 (LC 5), 5;---51 (LC 8)
Max
G rav 1 O=1 (L , 5-9 73 (LC 3)
T2
6.00 ".l 2
6
__'13-9-4
18-2-8
3-6-12
4-5-4
DEFL
in NO
I/defl
L/d
PLATES GRIP
Vert(LL)
-0.03 8
>999
240
MT20 1691123
Vert(TL)
-0,06 8_9
>999
180
Horz(TL)
0-02 5
n1a
n/a
Weight: 181 lb
BRACING
TOPCHORD Structural wood
Sheathing
directly applied or 6-0-0 or" purl'ires}
except
end verticals.
BOTCHORD rigid ceiling directly applied or 10-0-0 oc bracin g.
FORCES (11b) - Maximum COIMPreSsion/Maximum Tension
TOP CHORD 1-10=-2821'62, 1-2=-62)'10, 2-3--1824/212P 3-4=- 1993/226, 4-5=-1 9-92/162, 5-6=0/0
BOT CHORD 9-1 _-16311475, 8-9=-163/14 -8=- 14311772 P 5- 7=- -143/1772
WEBS 2-1 0=-1 76
8/111K 2-9=0/1 20, 2-iB=-621432, 3-8=-1 621134, 4-8z---76/5-0, 4-7;zO/77
NOTES
1) 2-pl y truss to be con n ected together w-Ith 1 Od A 131 r'x,3")grails as follows:
Top chords connected as follows: 2 X 4 - 1. row at 0-9-0 oc-
Bottom chords connected as follows, 2 X 6 - 2 rows at 0-9-0 0C.
Webs connected as follows: 2 X 4 - 1 mw at 0-9-0 0c.
2) All loads, are considered equally 2PPIled to all plies, except If noted as front (F) or back (6) f2ce in the LOAD CASE(S) section.
Ply to ply connections h@ve been provided to distribute only loads noted 2S (F) or (B), unless otherwise indicated -
3) Wind AS C E 7-98,, 90 mph - h- ft; TCDL;--4. Bpsf-, BCDL_4,8psf, Category 11; Exp C; enclosed; NIWF FZS i nterjor on e; Lumber
DOL=1,33 plate grip DOL -1-33,
4) TOLL: ASCE 7-98 Pf=35,0 psf (flat roof snow); Exp C; Fully Exp_
5) Unbalanced snow loads have been considered for this design,
6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 timeS flat roof load Of 35.0 psf on overh2ngs,
non -concurrent with other live loads.
7) Provide 2-dequate drainage to prevent water ponding.
8) This truss has been designed for a 1,0,0 p bottom Chcrd live load nen concurrent with any other live iloads.
9) Provide rnechanical connection (by others) of truss to bearing plate pable of withstanding 151 lb Uplift at joint 10 and 51 1b
U Pljif t cs at j0I 'rit 5
10) This tru ss is d esign d in accordance with the 2003 Int rnatlon l Residential Code sections R502. 11. 1 and R802.10- 2 and
referenced standard ANSI/TPI 1-
11) Hanger(s)- or other connection device(s) shall be provided sufficient to support concentrated load(s) 745 lb down and 1068 lb up
at 10-2-8 an top chord. The design/selection of such connection device(s) is the responsibility of others,
LOAD CASE(S) Standard
1) Snow- Lumber Increase -1,1,5, Plate Increase -1 - -15
Uniform Loads (plf)
Vert: 1-3=-123(F=-123), 3-6=--O, 5-10=-23(F_-23)
Conti nued on page 2,
Job
Truss Truss Type
Q709233 Cl ROOF TRUSS
STOCK COMPONENTS -1-F—
, Idaho Falls, ID 83403, ERIC J.
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert, 3=-745(F)
Oty —AWS- BURY,- SPEC 96
2 li job Reference (Optionor
6.500 s Mar 8 2007 Welk Industnes, Inc. Wed Jun 20 13:50.5.0 200 - Page 2
Truss Type
Q709233 10 PF I-RUSS
STOCK I I l 1T -I . Idaho Falb IU 83403* ERIC J_ -
- -
5x6
3A r'
18
1.5x4
3x 6 r�
LF
11-0-4
-_
-4
5-1-
--1
3A r'
18
1.5x4
3x 6 r�
6.00112
-
4
ter_
0
4x6
k
s�h
'e
L
..1Ll
17 16
3x8 2x4 11
-Bx12 MT 0H 1J
a
14
5x8
,-lel Iff # 6
1
Job Re r n�(optional)
6,500 5 Mar 8 2007 WellWell< Industries
rk u tri , Inr,, � Jun 20 13:50.55 2007 I`' e
-- -i0
7-3-0
8
5X12
7
1
1_5A
--1
5-2-12
4x4 zz: 3x6 IJ
1G
`'.
-_- ._ _ 11-0-4 1,2-10-8 ` 8-0- - -
-
-1
-- 5-2-14 1-10-4 5-1 -, -
Plate Offsets ( Y)- [I i Vi - Er Q1 7-r) r, n n --- -
LF
18-0-0
1-1
-4
5-1-
r
6.00112
-
4
ter_
0
4x6
k
s�h
'e
L
..1Ll
17 16
3x8 2x4 11
-Bx12 MT 0H 1J
a
14
5x8
,-lel Iff # 6
1
Job Re r n�(optional)
6,500 5 Mar 8 2007 WellWell< Industries
rk u tri , Inr,, � Jun 20 13:50.55 2007 I`' e
-- -i0
7-3-0
8
5X12
7
1
1_5A
--1
5-2-12
4x4 zz: 3x6 IJ
1G
`'.
-_- ._ _ 11-0-4 1,2-10-8 ` 8-0- - -
-
-1
-- 5-2-14 1-10-4 5-1 -, -
Plate Offsets ( Y)- [I i Vi - Er Q1 7-r) r, n n --- -
12 11 10
A M - 3x
--
--
PLATES GRIP
MT20 169/1
1 TO H 148/108
Weight: 159 Ib
Scale_ 316'"_1
TOP CHORD Structural wood sheathing directly applied of 2-2-0 oc Purfins
BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except*
vertfcals-
B 1 2 X 4 SPF 21 OOF 1.8E, B2 2 X 4 S PF -S Stud/Std BOTCHORD Rigild ceiling
E� X � P' F- Stud/Std *Except* directly r --0 racing.Epee
-�- br�r: -��� � � P� ���F �_Ea � � BF 1 �F �.� FE
� Rowat rriidpt 4-17, 7-1 4r 8-10
7 2 X 4 SPF 1650F 1.5E, WS 2 X 4 SPF 165OF 1.5E
REACTIONS (115/size) 1 =1 1/Mec i nkat, 1=153/0- .- , 17-2399/0-3-8
Max Horz 1=1 (L. 7
M2XUpliftl 0-- L , 1 44(L )r 17=-171(L 7
Max Gray 1� 1 4 (L , 1= 1 L ), 1= L 1
FORCES (1b) - Maximum ompr ion/Max1mum Tension
TOP H I D 1-2=-540/709, - =-97/4Jf 7, 3-4--84/929, 4-5--21/544,- 5-6--628/99188 ' r103, -
9-10-352151
BOT CHORD 1-18=-607/342, 17-18=-607/342? 16417=-34/47 15-16;---41/0,5-15:---1470/89, 14-1 =-
12-13=-13823
/23, 11-12=-101116-99, 10-1-1=-1 11 a,
WEBS 2-18-0/217, 2-17--999/1207 4-17z---1 1881136, 15-17=-1 1iJ87,4-15=40/7439
7-14-1870/15317-13-0/231, 7-12--663/46, 8-12=0/4543
- 1
TE
1 7-96, 90mph; h® ft, T DL -4. p f; E DL -4. psf; Category 11, Exp - nclos dr M FF Interior
DOL=1.33 plat. grip DOL= 1. . one, Lumber
TOLL: ASCE7-98;Pf=35.0 p f (flat roof snow)- EXP r Fully Exp.
Unbalanced ced snow lo8d have been onsid r d for thi�s design,
4) Provide adequate draln2ge to prevent water ponding-
5)
ondin -
) Th is true has been designed for a 1 -0 p f bottom chord live load nonconcurrent with
I'I Plate are MTD Plates unlessotherwise �r� other live loads.
This truss requires plate inspection per the Tooth- Count Method when this truss is chosen forunlit
8) Refer tgirder(s) for truss to,truss connections, � assurance IrI�J� ' �I�r�-
Provide mecha n'cal corp rection (by Others) of truss to bearIn g P12t ap le of withsta nd Ing I b
joint 1 and 171 I uplift at joint 17-
� ��lift f joint � �� l u�llft �t
10) This truss is designed Irl accordance with the 2003 International Residential der�tial CodesectionsF.11 -1 anF�0. 1and
referenced standard ANSI/TPI 1'.
LOAD CASE(S) Standard
LF
r
LOADING (ps,f)
.E
ll -�
f
�EFL
"
ITOLL
�
df
Ud
(Roof no- =35.0 '
�Jt� I �re� �_�
T 0,94
"�rt(LL)
-0.15
1 -1
240
T I L &0
Lumber Increase 1.1
6C 0.83
Ve ri (TL)
-0.24
13-14
>909
180
BOLL 0,0
Pep Stress In r `SES
WB 0,98
H r (TL)
0-06
10
n/a
n/a
B DL 8.0
Code if C2003/ P1200
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF
I riF 1 F
BRACING
12 11 10
A M - 3x
--
--
PLATES GRIP
MT20 169/1
1 TO H 148/108
Weight: 159 Ib
Scale_ 316'"_1
TOP CHORD Structural wood sheathing directly applied of 2-2-0 oc Purfins
BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except*
vertfcals-
B 1 2 X 4 SPF 21 OOF 1.8E, B2 2 X 4 S PF -S Stud/Std BOTCHORD Rigild ceiling
E� X � P' F- Stud/Std *Except* directly r --0 racing.Epee
-�- br�r: -��� � � P� ���F �_Ea � � BF 1 �F �.� FE
� Rowat rriidpt 4-17, 7-1 4r 8-10
7 2 X 4 SPF 1650F 1.5E, WS 2 X 4 SPF 165OF 1.5E
REACTIONS (115/size) 1 =1 1/Mec i nkat, 1=153/0- .- , 17-2399/0-3-8
Max Horz 1=1 (L. 7
M2XUpliftl 0-- L , 1 44(L )r 17=-171(L 7
Max Gray 1� 1 4 (L , 1= 1 L ), 1= L 1
FORCES (1b) - Maximum ompr ion/Max1mum Tension
TOP H I D 1-2=-540/709, - =-97/4Jf 7, 3-4--84/929, 4-5--21/544,- 5-6--628/99188 ' r103, -
9-10-352151
BOT CHORD 1-18=-607/342, 17-18=-607/342? 16417=-34/47 15-16;---41/0,5-15:---1470/89, 14-1 =-
12-13=-13823
/23, 11-12=-101116-99, 10-1-1=-1 11 a,
WEBS 2-18-0/217, 2-17--999/1207 4-17z---1 1881136, 15-17=-1 1iJ87,4-15=40/7439
7-14-1870/15317-13-0/231, 7-12--663/46, 8-12=0/4543
- 1
TE
1 7-96, 90mph; h® ft, T DL -4. p f; E DL -4. psf; Category 11, Exp - nclos dr M FF Interior
DOL=1.33 plat. grip DOL= 1. . one, Lumber
TOLL: ASCE7-98;Pf=35.0 p f (flat roof snow)- EXP r Fully Exp.
Unbalanced ced snow lo8d have been onsid r d for thi�s design,
4) Provide adequate draln2ge to prevent water ponding-
5)
ondin -
) Th is true has been designed for a 1 -0 p f bottom chord live load nonconcurrent with
I'I Plate are MTD Plates unlessotherwise �r� other live loads.
This truss requires plate inspection per the Tooth- Count Method when this truss is chosen forunlit
8) Refer tgirder(s) for truss to,truss connections, � assurance IrI�J� ' �I�r�-
Provide mecha n'cal corp rection (by Others) of truss to bearIn g P12t ap le of withsta nd Ing I b
joint 1 and 171 I uplift at joint 17-
� ��lift f joint � �� l u�llft �t
10) This truss is designed Irl accordance with the 2003 International Residential der�tial CodesectionsF.11 -1 anF�0. 1and
referenced standard ANSI/TPI 1'.
LOAD CASE(S) Standard
r
"
I
Joh True True T - -
00F TRUSS
KOCK � Po t T -PJ`, Idaho Falls, ID 83403- ER'I�.
-2-0-0 _ _ - �_....� 1- -4 12-10-8 18-0-0
_- { .�
3X6
4x4 4.
3
i
6.00 5
4x5
NMI
4
Qtyy AINSBURY-E +
. r 8 2007 MiTekn ,tri , Inc. Wed Jury 20 113:5-11,03 2007 Page f
22-5-0 26-10-0 31 -3-4 36-0-0
5x5 e..
7
�V.
• 4 e ,� e
• i' f'r fr
I rpr�
�rC
6>1 a
U10 P 19 18 17
1.5A 11 4x8 7 : 4 11
I I t of §q 1
11-0-
12-10-8
LOADING (psf)
18-0-0
5-9-6
5-2-14
1-10-4
P'IJ�I
5-1-8
�Y��••y
9 �
I I t of §q 1
- - F , E d g r 19:0-4-0.0-2-
-
� i � . tiJ -5-8,0-4-12]
LOADING (psf)
TALL
P'IJ�I
-0-
�Y��••y
9 �
1
(Roof Snow -35-0)
Plates Increase
1.15
TO 0-71
TSL .�
Lumber Increase1.15
E T�
BALL .�
p StressJnr
�'E
1
:� �
.D L 8.d
P 200 �'7` 102
(matrix)
LUMBER
- --
TOP CHORD 2 X 4 SPF
1650F I - 5E
BOT CHORD 2 X 4 SPF
16050E 1.5E *Except-'
1131 .2 X 4 SPF
210OF 1.8E, 82 2
X 4 SPF -S
Stud/Std
EBS 2 X 4 SPF -8
Stud/ td *Except*
W1 2 X 4
SPF 1650F 1.51, W6
2 X 4 SPF
165OF 1.5E
7 2 X 4 SPF1 OF1.5E, W9 2 X 4 SPF160F1.
E
DEFL
Vert ILL'
Vert(TL)
lHorz(TL
5X8
8
q
5xg
9
0 11
14
6x70
26-10-0
8-10-0
in (I0) 1/def P L/d
-0.20 14-15 240
-0. 14-105 >860 180
BRACING
TOPCHORD
BOTCHORD
SEB
U
10
T.A
13
3x6
-s-
-2-0
PLATES
T2o
3A II
1�
x{11
Weight: 160 1b
1
5x6
GIMP
169/1!23
Scale ; I - G e
Structural wood sheath -Ing directly applied or 3-10-7 0C purlins'
except end verticals.
Rigid ceiling directly applied or -0-0 0C bracing, Except -
10 -0-0
: pt -1-0-0 o bracing: 1-15,12-1.
2-9-0 racing: -1
1 Row at midpt 5-18, 8-15, 10-1
REACTIONS lb/seas) 12=10 / ha n i 2J, 2-z3063/0-3-8, 18=2460/0-8-
Max, Harz 2-224(LC
MaxUpliftl 2-91 (L , 2;---1 (L ), 1 =-1 L
Max Gray 12=1 1 (L , 2-8 7(L 2), 182 o(L 1
FORCES (1b) - Maximum Compression/Maximum Tension
TOPHOOD 1-2=0/1 1 r 2-3--478/865, 3-4=-83/11021 4- =-x'2/1185-6=-12J790,9-10--2597/129, 10-11=-10 /or 11-12;---293/39
BOT H R D 2-19z-724/263, 18-19z---724/263, 17-18=-30/5, 1 -17=- 7=48/1 o 6-16-1750/105 15-16=-709178t
13-14-=-131/1856, 12-18=-131/1856
WEBS -1 9=01211, 8-1 -=- /8 �5-18--1252/129, 16-1 8-14=-89/1862, 8=-1435/119. -1 =321 r 6-15--64/16231
8_1 �-1 46/'�, -14^-1 99/160, 10-14_0/8791 10-12--20961170
NOTES
1 Win E 7-98 90mphh h = ft; T CL= . p f; B DL=4. p f; Ctegor1, E.nl'o , �W1nt`
or - zone; Lumber
DOL rp=1.
2) T L,L: ASCE 7-98; Pf=B _o psf (fl@t roof snow); Exp; Fully Exp., L- -
0-0
8 Unbalanced snow loads have been Considered for th i s design_
4) This truss has been designed for greater of renin roof live load of 20.0 psf or 2,00 times flat roof Joadf
o p f on overhangs
non -concurrent with o1h
er live load.
Provide 21deqU2te dminage to prevent watt r ponding.
6 This truss has been design ed for a 10. 0 psf bottom chord I Ive load nonco nurr rpt with an y other
Refer t 1rd r( ) for truss to trussconnections,f�� loads-
7)
Provide mechanical' on rietl on (bothers)of truss to bearing pp
atcapable of withstanding 91 Jb uplift at joint 12, 156 lb uplift at
want 2 and 155 lb uplifftjoint 18.
This truss is desig nod in accorda accordn.nce with the 2003 Int rnatlonaI Residential Code sections
referenced standard 1107P 11. o2a 11. ` end F 8 2.1 _2 end
LOAD .E() Standard
T'
�Y��••y
9 �
r
t
1
•�
ca
Structural wood sheath -Ing directly applied or 3-10-7 0C purlins'
except end verticals.
Rigid ceiling directly applied or -0-0 0C bracing, Except -
10 -0-0
: pt -1-0-0 o bracing: 1-15,12-1.
2-9-0 racing: -1
1 Row at midpt 5-18, 8-15, 10-1
REACTIONS lb/seas) 12=10 / ha n i 2J, 2-z3063/0-3-8, 18=2460/0-8-
Max, Harz 2-224(LC
MaxUpliftl 2-91 (L , 2;---1 (L ), 1 =-1 L
Max Gray 12=1 1 (L , 2-8 7(L 2), 182 o(L 1
FORCES (1b) - Maximum Compression/Maximum Tension
TOPHOOD 1-2=0/1 1 r 2-3--478/865, 3-4=-83/11021 4- =-x'2/1185-6=-12J790,9-10--2597/129, 10-11=-10 /or 11-12;---293/39
BOT H R D 2-19z-724/263, 18-19z---724/263, 17-18=-30/5, 1 -17=- 7=48/1 o 6-16-1750/105 15-16=-709178t
13-14-=-131/1856, 12-18=-131/1856
WEBS -1 9=01211, 8-1 -=- /8 �5-18--1252/129, 16-1 8-14=-89/1862, 8=-1435/119. -1 =321 r 6-15--64/16231
8_1 �-1 46/'�, -14^-1 99/160, 10-14_0/8791 10-12--20961170
NOTES
1 Win E 7-98 90mphh h = ft; T CL= . p f; B DL=4. p f; Ctegor1, E.nl'o , �W1nt`
or - zone; Lumber
DOL rp=1.
2) T L,L: ASCE 7-98; Pf=B _o psf (fl@t roof snow); Exp; Fully Exp., L- -
0-0
8 Unbalanced snow loads have been Considered for th i s design_
4) This truss has been designed for greater of renin roof live load of 20.0 psf or 2,00 times flat roof Joadf
o p f on overhangs
non -concurrent with o1h
er live load.
Provide 21deqU2te dminage to prevent watt r ponding.
6 This truss has been design ed for a 10. 0 psf bottom chord I Ive load nonco nurr rpt with an y other
Refer t 1rd r( ) for truss to trussconnections,f�� loads-
7)
Provide mechanical' on rietl on (bothers)of truss to bearing pp
atcapable of withstanding 91 Jb uplift at joint 12, 156 lb uplift at
want 2 and 155 lb uplifftjoint 18.
This truss is desig nod in accorda accordn.nce with the 2003 Int rnatlonaI Residential Code sections
referenced standard 1107P 11. o2a 11. ` end F 8 2.1 _2 end
LOAD .E() Standard
Job
TrustTruss Type.Q709233 C12-
--- . .
w ,
i
9 ROOF TFs
STOCK i lP E !T -1 F Idaho Fall , .I.D 83403* - ERIC J,
K.
r�.
410 __-
Qty Ply SAINSBURY: SPEC #6 a
- f_. ' _. Job Reference (O Von
6.500 S Mar 8 2007 MiTek 1 nd u tri a Inc.. _ --
t _: 1,- 13 2007 Page I
�- -
-- --1
X
4X4 4
W1
0
1,5X4 11
5X5
7
6,00 F1
.28-1 0-0 t7L-J-4� 36-0'0
4xl
-Al.
1 Ox 12 MT20H
W6 W8
•° 3x 1 0
•'� 10
-.r_
a r -
. f . W10
, �W1 .��
, i f
W5 41
,. =8x3
15 1
1
J X 10 — U5 4.x6
1S
4x3 = 2x4 1!
36-0-0
--
-- --14 1-10-4 5-1- _
z__ -- ._._. a .
LOADING (psif) T
TOLL 35.E SPACING 2-0-0 CS1 DEPL in (1o) i/dfl
(Roof now= _ 0) Plates Increase 1.15 TC 0.81 erl(LL) -0,23 14--15 >999
T IAL. 8.0 Lumber Increase 1.15 B, 0-92 Vert(TL)-0.33 14-1
5 >893
BOLL 0.0 Rep Stress I n r YES WB 0.94 J-1 rz(TL.) M7 12 n1a
B CDL 8.o Code IRC2003ITP12002 i latr'
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1 5F
44
WQ
L/d PLATES GFS«"
240 MT20 169/123
180 MT20H 127/93
n/
Weight: 159 1b
aJe - 1:67,4
1coo
I
'co
CD
co
T CHORD 2 X 4 SPF 1650F 1,5E *Except* T P CHORE) Structural wood sheathing directly applied or 3-7-13 oc pur�ins,
except end verticals.
B 1 2 X 4 SPF 210OF 1.E, B2 2 X 4 SPF-Stud/Std BT HID Rigid ceiling ,
WEB� PF- Stud/Std *Eet�` J�� directly �ppJi� �r -�- � dr�.ln Except.
OF 1. E, 7 : SPF 1 F I _ E EB 1 Flow t rri'
W6 2 �4�F 1 -
9-15
W1 4 FBF 1650F 1+ E� W1 X 4 SPI 1650 1.5E Id t - , 1 y
REACTIONS (lb/size) 1-1047IMecharii call 2z -26410-3-8r 19-2521,/0-3-8
Ma
9=25 '1,/0- -
a Horz . = 0 (L
Max Uplift1 =- 0 L , =- 1 (L ), 1 =-14 (L 7
Max Greg 1-14(L , =7()(L ), 19-z2521 (L 1 )
FORCES (lb) - Maximum Compression/Maximurn Tension
T P H D 1-2= 0/ 141 3 2-3=-443/9955 3-4=-69/1232, 4-5=-5 7/1310, 5-5=- 1 /9 31, 6-7=-494/104 r 8 _ 1886/1
-1 --343.6/1 4, 10_11;---108/0111-12-z-243/32
BOT CHORD 2-20--838/232, 19-20=-838t232, 1 -1 =_4610, 17-18=-53106-17�-1823'1 _
1°�, 1-1 �--40/10a 15-16=-51/1549t
14-15=-18713389t 13-14;---151/2219, 1 -1 `-1 1/2 1
WEBS 3-20 01 11, 3-19=_956/85, -1 =-1:247/11 A 17-19--1581/146,5-17=-19/704, ^-
4, 9-14=-601/90, 10-14=-49/1388i 10-1 2=-241 /1 4
>TE
P Wind: ASCE 7-98 r :90m h r h=25ft, T 1 L-4, P f, DL=4_ p f- Category 11; Exp x r� I� d, �� �� � 1 interior D L=1 .P[
ate rip DOL=1. or zon , Lumber
TOLL: ASCE 7-98; Pf=35.0 p f (flat roofsnow),Exp ; Fully Exp., L= -0-
Unbalanced snow load have been considered for t -hi design,
4) This truss has beer designed for greater of rain roof dive Joad of 20.0 p f or 2.00 times flat roof load f
non-concurrent with other lave loads.r �. � � f err overhangs
Provide adequate dr2ina e to prevent water ponding,
This truss has been designed for a 10.0 p f bottom chord live load narie n urrent with any
r) All Plates are MT20 Plates unless wr
s other i e indicated. ether live J��d
Prefer to girder() for truss to truss onne tin ,
Pride mechanical connection (by others) of tris to bearing
pJateCap2ble of withstanding 90 Ib uplift at joint 1, 215 Ib uplift at
joinLt 2 and 149 lb uplift at joint 1, 9.
1 ) This truss Is designed in accordance with the 2003 Int rnatiori J Reslidenti2lCode sections
.11.1 and R802. 10.2 and
referenced standard .1I/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type
Q709233 C13 ROOF TRUSS
STOCK COMPONENTS -1 F-, Idah-o- F2-11$, ID
83403, ERIC J.
-2_Q�Q -- --5-9 - -6 11-0-4 12-1 0-8 16-8-0 19-4-0
2-0-0 5-9-6 5-2-14 1-10-4 F 3-9-.8 2-8-0
2
5X6
6X8
3
21
1_5X4 11
6X6
Axa
7.14
64
3A
4 T2
7 W8 W!
we)
%W4 F7
W�
20 19
5X8 3x4
Oty Ply SA1l`iS_90RY-_SPE C #6_
Job reference (ol:jtjonaj�..__
6,500 S M@r 8 2007 MiTek Industries, Inc- Wed Jun 20 13-51:1_§_�0_07P_a
.ge I
25-1
' -0
30710-0
33-3-4
36-0-()
5-9-0
2-5-4
2-8-12
1
6X14 MTI 8H
8
W110 VH
2 5X5 -
3X 10 3x4
1.0
`..�_
VM5
-17 16 15
5x6 — 5x8 -- 1.5x4 11
14 13 12
4x8 = 46
6X12 -_
5-9-6 11-0-4 12-10-8 16-8-0 1 --0
25 1 30-10-0 36-0-0
5-9-6 5-2-14 1 -10-4 3-9-8 2-8-0 5-9-n
Plate Offsets L;�,Yr --3-1410-2--12-C-4-0,
R
LOADING (psf)
SAC2001 I
TOLL as n PING --
CSI DFFF t,4 41
Plates Increase 1.15 TC 0-86 k u,"I tA Liu FLA F Lb GRIP
(Roof Snow=35,O) Lumber Increase 1,15 BC 0,85 Vert(LL) -0.46 14-15 >647 240 NIT20 169/123
TCDL 8,0 Rep Stress Incr YES WB 0.90 Vert(TL) -OM 14-15 >451 180 MT1 8H 169/123
BOLL 0.0 HorzjL) 0,04 12 r1/2 n1a
BCDL 8.0 Code 1RC2003/TPI2002 (Matrix) 169 lb
Wejgft
L HMRP:P
TOP CHORD 2 X 4 SPF 1 O 1_5E 4'Except* BRACING
T4 2 X 4 SPF 21 OOF 1,81E TOPCHORD SLructurall wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2 X 4 SPF 1 1.5E *Except' except end vertials.
BI 2 X 4 DF -N 24LOOF 2_0E, B2 2 X 4 SPF -S Stud/Std
SOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. Except.
WEBS 2 X 4 SPF- S Stud/Std *Except,2-5-0 oc bracing, 5-18
W6 2
X4 SPF 165 -OF 1 �5E) M 2 X 4 SPF I 6350F 1_5E VVEBS 1 Row at midpt 6-17,8-16
W1 2 2 X 4 S PF 16 OF 1.5E, VV1 4 2 X 4 SPF 1 1.5E
W14 2 X 4 SPF 1650E 1.5E
REACTIONS (lb/size) 12=959flVlechanical, 2=6110-3-8, 20-2813/0-3-8
Max Horz 2=-1 80(LC 7)
M ax Up] ift 1 =i(L8), 2z----669�LC 3), _-1 (LC 8)
Max Grav 12-1385(LC 3), =7 (L 2), 20_2813(!_C 1)
FORCES (lb) -Maximurn, Compress[ on/Ni axim urn Tension
TOPCHOICS 1-2=0/1 41 t 2-3=-302/1720, 3-4--68/1924, 4-5=-42/162,8, 5-6--14011761 647--453il 151 7-8;---680/95, 8-9-=-5297/365,
9-10--5056/3135 10-11--244/3, 11-1,2=-219/29
BOTCHORD 2-21;---1505/125,20-21--1508/124, 19-20=-76/0) 18-19--139/0,5-18=-2357/147 17-18=-1463/163, 16-17�-114/95P
15-16=-78/1775, 14-15---780'1775, 13-14=-197/3010, 12-13--z-197/3010
WEBS 3-21-0/213, 3-20;---893' 185, 4-20=- 10381921 13-20;---23631212, 4-18=01
6-16=-1 575, 5-17--106/2144, 6-17=- 15431101
10/1469
1 7-16---398)55J 8-1 6,=-1 625/160, 8-15--0/230, 8-14=-243/3'498,,()-14=-2,922/246, 10-14=-1 25/2194,
10-1 2==;-29(55/208
NOTES
1) Wind, ASCE 7-98,, 90rnph-, h= f#; TCDL=4_8psf 3 BCDL=4.8psf; Category 11; Exp C., enclosed; MWFRS interior zone, Lumber
DO L= 1 . 33 plate grip DOLS 1. 3 3,
2)
TELL: ASCE 7-98, Pf;--35.0 Psf (flat roof snow); Exp C, Fully Exp,
3) Unbal21riced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof lve load of 20.0 Psf Or 2�00 times fiat roof load of 35.0 psf on overhangs
non -concurrent with other live loads -
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10-0 P bottom chord 11ve load non concurrent with arty other live loads.
7) All Plates are M 20 plates unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for -quality assurance -inspection-
9) Refer to g1rder(s) for truss to truss connections.
10) Provide mechanical connection (by others),of truss to bearing plate capable of w1thstanding 86 lb Uplift at joint 12, 669 lb upl`[ft
at joint 2 and 132 lb uplift at joint 20.
11) This truss is designed in accordance with the 2003 International' Residential Code sect -Ions R502.1 1.1 and R - 10.
8022 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1,68-5
I
Job
'Truss Truss Type
0709233 C14 F' TRUSS
STOCK C MPONENTS-IF, Idaho F@Jls.,- ID 83403,
ERIC J.
co
1
co
FQt� Ply _7S_AlN_S8URY-. SPEC #.6
—Job Reference (opliona 1)
6-500 s Mar 8 2007 MiTektndustri es, Inc, Wed Ju _ n 2-0 115- -1 2'7' 2007 P_ a -'g e
4 18
21-4-0 28-4-12
2-0-0
5-2-14 3-7-12 3-4-0 3-4-0 7-0-12
6_DO12
4x12 —.
4
W2
6x6
5X5
9
5X8 .W D
5 6 7
16 - 15 14
1_5A 5x6 6X10
36-0-c)
7-7-4
Scale= 1--54.9
13 12 10 UJ
5xl 2
I .5x4 11 3x6 -_ 5xa VW 11
11-0-4 1 14-8-0 18-0-0 -4-0
28-4-12. 36-0-0
5-9-6 5-2-14 3-7-12 3-4-0 3-4-0 7-0-12 7-7-4 1
Plateoffsets (X,Y)- [2:0-0-1a-
- - -
Eqq 0512
_t 21t f9:0-2-5 Edge]
LOAD ING (pz> SPACING 2-0-0
TCLL 35.0 GS1 TEFL in Occ) I/defl L/d PLATES GRIP
(Roof no 88.0 Plates InCre2Se 1.15 TC 0-87 Ve(LL ) -0,22 9-10 >999 240 I T2 0
TCDL 8,0 Lumber Increase 1,15 BC 0-84 Vert(TL) -0 . 35 9-10 >842 180 1 039'i 12 3
ALL 0_0 Rep Stress Incr YES VVB 0.95 Horz(TL) 0.06 9 n/a n/a
BCDL 8.0- Code IRC2003/TP12002 (Matrix)
Weight: 162 lb
LUMBER
TOP CML 2 X 4 SPF 165OF 1.5E *Except* BRACING
T32X48PF2100F1.8E TOPCHORea
D Structural wood shthing diredly applied or 2-2-0 o,L1-_ purfins-
BOT CHORD 2 X 4 SPF 1660F 1.51E *Except* BOTCHORD Rigid ceiling directly appfled or 6-0-0 oc bracing.
BI 2 X 4 SPF 21 OOF 1.8F WEBS I Row at midpt 4-15,6-14
WEBS 2 X 4 SPF 1650F 1.5E *Except*
W1 2 X 4 SPF- S Stud/Std, W2 2 X 4 SPF- S Stud/Std
VV 3 2 X 4 SPF -S StudlStd, W7 2 X 4 SFBF- S StudlStd
W9 2 X 4 SPF- S StudIStd
REACTIONS (Jb/size) 9:;;1154/0- -8, 2=5_08/0-3-8, 15=2170/0-3-8
Max Horz 2=123(LC 7)
Max UPlift 9z---89(LC 8), 2=-1 22(LC 7), 15=-87(LC 7)
Max Gray 9;z 18 (LC 3), =;9 30(LC 2), 15-2419(LC 2)
FORCES (lb) - M,2X-InIUM Corn p ression/Maxi mum Tension
TOP CHORD 1-2-0/141, 2-3--661/430o 3-4=-116,24, 4-5--4281995 5-6=-3211962 6-7=-1 282/148, 7-8--16511128, 8-9=-2924/15,8
BOT CHORD 2-16---z-360/436, 15-16;--3601436, 14-15--545/119 13-14-0/904
9- 1 0=-73/242-2 12 -13z --0/904r 11-12 0/904, 10-11=-73/2422P
WEBS 3-16-0/210,3-15=-887/82) 4-1,5=-1883/84,4-14--z-6/1611, 5-14--278/23t 6-14--1357/515 15-13=01102.,6-11_-71/868
1
7-11=- /1 35, -11=- 13091157, 8-10 =0/290
NOTES
1) Wind: ASCE 7-98, 90mph, h-25ft; TCDL=4_8psf- BCDL=4.8p,5f; Category 11; Exp C', enclosed; MWFRS i'
DO L-1 1 .33 plate grip DOL -1.33. 1nteriorzone; Lumber
2)
TOLL: ASCE 7-98; Pf=35-0 p (flat roof snow); Exp G- Fully Exp,
3) Unbalanced snow loads have been considered for this design.
4) This truss h2� been designed for greater of min roof live load Of 16,0 psf or 2.00 times flat r0of load of 35.0 psf on overhangs
non -concurrent with other live 102ds.
5) Provide adequate drain@ge to prevent water ponding -
6) This truss has been designed for a 10.0 p bottom chord live load nonconcurrent with any other live loads-
7) Provide mechanical ronnection �by others) of truss to bearing plate capable; of withstan6ng 89 lb uplift at joint 9, 122 1b ulift at
joint 2 and 87 lb uplift atjoint 15-
p
8) This truss is designed in accordance with the 2003 Internation2l ResIdenti-al Code sections R502.1 1 -1 and R802-10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
6
41
Trus -s 117r—usw
Type
Q709233
I ROOF TRUSS
STOCK COMPO
NET -IF, Idaho Falls, ID 83403, ERI C-J_
7-3-4
i
14-0-0
14 all
7-3-4
1-5x4 11
6-8-12
4x4 I
5x10
3
Qty ___I INS 6_U RY: SPEC #-6-
'Job Reference (Optlon�D.
6500 s Mar 8 2007 M iTek Industries, I nr,. Wed Jun 2.-0. 13:51:45 2007,Page I
19-4-0 _ 22-0-0 26-8-8
5-4-0 2-8-0 4-8-8
45
4
5X8
5
sm
36-0-0
4-11-0
5x8 zz
16
15
14 all
8X8 =
1-5x4 11
6.x 12
4x4 I
10 9 5X6
3X6 4.x 12 6X a __
19-4-0 22-0-0 26-8-8 31-1-0
36-0-0
7-3-46 1 -8-12 5-4-0 2-8-0 4-8�8 4-4-8 4-11-0
Plate Offsets (x,y): fl -o 0
-1-1 I
f141�dge,o-q7�L
LOADING (psf)
TOLL n Z>rNU 2_0_0 i CS1
(Roof
Snow -35.0)
1/d ef I
Pl!ates Increase 1A5
TC ().89
TCM-
8-0
240
Lumber Increase 1.15
BC 0.89
BOLL
0.0
Rep Stress Jncr YES
a V13 0.82
.BCDL
8.0
Code IRC2003ITP12002
(IV12trix)
LUMBER
TOP CHORD 2 X 4 SPF 21 OOF 1.8E *Exrept*
1-2 2 X 4 SPF 1650=F I_5E
BOT CHORD 2 X 4 SPF 210OF 1,8E *Except*
82 2 X 4 SPF- S StudiStd, B3 2 X 4 SPF 1650F I - 5E
134 2 X 4 SFF 165OF 1.5E
WEBS 2 X 4 SPF- S StudfStd *Except -
W2 2 X 4 SPF 1650F 1.5E, VV 5 2 X 4 S -PF 1 O 1.5E
WEDGE W4 2 X 4 SPF 1 1_ Er W10 2 X 4 SPF 16550F 1.5E
Left: 2 X 8 DF 1 I _711E, Right_ 2 X 6 DIF 1 o2
REACTIONS (Ib/slze) 1_1821/0-3-8t 8=1821/0-3-8
1 Hort 11-81 (LC 5)
Max Upllft1=- (L , 8=-96(LC 8)
Max Grav 1-2341 (LC 2)! 8-2341 (LC 3)
DEFL
in (loc)
1/d ef I
L/d
Vert(LL)
-0-34 11-12
7999
240
Vert(TL)
-0.53 11-12
>801
180
Horz(TL)
0-24 8
n1a
n/a
BRACING
TOP ISD
BOTCHORD
WEBS
PLATES
GRIP
MT20
169/123
MT20H
127193
Weight: 163 lb
Structural wood sheathing directly applied,
Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
6-0-0 ac bracing., 4-13
1O- - 0c bracing. 6-11
1 Row at mldpt 4-121 6- 12
FORCES 0b) - Maximum Gornpression/Maxirnurn Tension
TOPCHORD 1-2--4365/1751 2-3=-3191/1,46, 3-4;-32241133, 4-5--3091/154, 5-6z-3603/1453 6
BT -7--5017/185, 7-8-z-4514/181
OCHORD 1-16--166/3700', 15-16=-166/3706P 14-15=0/189, 13-14=0/92,4-13=-3791288, 12-13--21/3211, 11-12--58/4419
10- 11= 0/83 0 - P
1 6-1 1=;-10/1080, 9-10--10/293, 8-9=-1 16/3879
E B S 2-16=0/273, 2-15=-1 179/150, 3-15=-3051177, 13-15-z-46/2546� 3-13=-55/14001 4-12--984/86, 5-12=-711121
6-12---1643/1325 9-11--109/3724P 7-11=-19/71 6, 7-9=-939/70 5
NOTES
1) Wind.- ASCE 7-98, 90,mpl-; h= ft} TCDL--z4.8pSf; BCDL_4-.8psf-, Category 11; Exp C; enclosed; MWFRS interior zone; Lumber
DOL=;1,33 Plate grip DOL:; --1,33.
2)
TOLL: ASCE 7-98; Pt -35.0 p �fiat roof snow); Exp Q Fully Exp. -
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent Water poriding.
5) This truss has been designed for a 10,0 p bottom chord live load Mnonconcurrent with, any other live loads.
6) Al[ plates are T20 plat unless otherwise indicated.
7) Provide mechanical connection (by others) of truss to bearing Plate capable of with
at joint -
stanng d�96 lb uplift at joint 1, and 96 lb uplift
8
8) This truss is designed in accordance with the 2003 International Residential Code sections R,502.1 1,1 and R802.10_2 and
referencecf standard ANSJ/TPI 1,
LOAD CASE(S) Standard
= 1'62.4
6
e�
7
Job
Tr Trust Type
Q709233 C16ROOF TRUSS
STOCKN1PlEJT-dI`r I—dah—o Fallx IIS 83403, EJB J.
6,0
3x4
Qty PlY idN�UR� SPEC ##
I �
d
d — Job Reference (optional).
,_.,._
r0 a r 007 iTeInd-utrile. f n_ d J un 20 13-51:55 20page �
5-8-12 - 4-8-0 -_ -_
4 i -_ 17
6X6 1.5A i
5X10
1+ 6
4X16
4
4 = 5A =
4
Sx 12 MT2 OH14
-.
1
3x6
13
3's
1
11
3x
W6 M T 0H=
W110
3x4
7
10
3x 10
1
--0.
4-11-0
5 1 2
-38-0-0
--o
scam 1.5.0
�- m-4 �.. ,--' - A. _ 19-4-0 24-0- - - 31-1-0
--
36
o 4 -8 -
Plate Offsets
- -- -71, J5:0 - f1 �a 18, �-2-4 �.�d ], [10-0-3-810-1+- 1 -10- �- - L�,. �� _—
LOADING pf — -
TLL _0 SPACING 2-0-0 C81 DEFL in
�log� I/dfi ��d LTEGRIP (Roof now -35.0 SI�t� Jrr� �_� T r# LL -0.37 1 -1
240 MT20
169/123
TCDL . Lumber Increase 1,15 BC 0. rt(TL) -0,57 13-14 1
127/93
BOLL 10.0 Rep Stress Incr YES WB 0.90 Ho (TL) 0.23 8 n/ n/a
B DL 8.o Code J 00/TPl o 1@tri. )
Weight: 163 Ib
LUMBER �—
p Tod CHORD Structural ��r�d �f��ti�in directly lied.
T X 4 SPF 10OF 1.E �
BOTCHORD RigidiFin direotl ' applied or 1 o- -0 o br in Except-,
E T HORD X PF 1 ooF 1;E *Except* �
4 SPF 1�OF 1.LT BX SPF 1650F 1.5--� � bracing: 1-� �.
13-0-0 oc br2-cing: 4-14
WEBS 4 PF-Stud/Std *Except*
4 QEF 1650F 1.5Fa 4 PF 1of I ,E 1 �--'� bracing: 6-12
�w��E� 1 Row 2t midpt _1r 4-1
1C 2 X 4 SPF 1550E 1� E
WEDGE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF N .2
REACTIONS fbl iz) 1=1o/Mocha ni @f, 8-2021/0-3-8
Max Horz 1=-109(LC 8)
MaX Upliftl=- (L )0 =-1 (L°
Max Gray 1= (L- 2), 8=2731( L
FORCES i;lb) - Maximum Compression/Maximum Tension
T P H o R D 1-2=-4657/156,2-3=-36961138, 3-4=-3929/163; 4-5-z-345211401 5-6=-3926/145.
-=0/141
BOTCHORD 1-17=-134/3990, 16-17=-1,34/39903 15-16z--0/4433 14-15=0/140, 4-14z-474/1181 13-14=-6813908, 12-13=-2314066
11-12-0/91, 6-12-0/80 1 r 10-11=0/604, -10=-44/3895
WEBS 2-17=0/219, 2-16=-936/130, 3-15;--12712763 14-16=-91/2744,-14=-96/1 4-13--1278/104-
Q-1 =-1036/82, 10-12---z-50/3353, 7-1 =i7-10=-6,57162 1 i , 5-13=-'711225'F
NOTE
1 Wind.- ASCE - mph a h =. pf; L- '
ft� TSL=�
��..� 1 _ Int grip � � aII; E. � r�J�od} WE interioror� LumberL=1. .
T LL.: ASCE 7-98; Pf= , p f (flat roof snow), Exp Q Fully Exp,
Unbalanced no loads have been considered �
d�rd fir tai din,
4) This true has been diad for greater of m[n roof live load of 16,0 �f or 2,.00 times fiat rof load f 35.0 p f on overhangs
non - n urr nt wJ
th other livefoals.
Provide ad qu t
draln2gz tO prevent water pondin .
This truss has leen d i ,']d for a 10-0 psf bottom chord rive load nonco nurren
t with any other fw i"d.
. _
All plateare T O plates unless otherwise iso indicated.
This truss requires plate inspection per the Tooth Count Method whcn this truss ib
9) I f �r t girder(s) for truss to truconnections,.I�� r� for ��I�t � �r r� �� � tp��.
1 ) Fragile mechanical connection (by others) of truss to bearing plate capable ofwithstanding- -
uplift t joint1 u pl i`t t J -o-
uplift 1 and 167 ilk
11 This truss is designed in accordance with the 2003 International Residential Code
referenced standard ANSI/TPI 1. sectionsr .1 ,1 and I o .1 and
LOAD CASES) Standard
Job v True True Tp
Q709233 C17 FF TRUSS
STOCK COMPONENTS -11F, +d h Fal' ICS V 40 i ERIC 1
- -, _ . �. 10-0-0 14-- 1
--4-1 -- 4--0
U
6X6 —
3
17
3x
4
T9
Qty Ply 11B_ SPEC
m
i
i
6. O s Mar 8 2007 MiT k Industries, Inc- Wed Jury 2_011 .'-0_4 2007 Pa 1
44 1 i
5
-_ 1-1-
--8 -4-
6X10 i T18H=
.4 11
- 3x6 11 3x6 I i 3X12
6X18 _
-- --0
Scale = 1-65-0
10-0-0 14-8-0 1 -4-,
—�- _ .- 36_0-
1 --0 -- 4-- -- - -
Plate Offsets ��X
- 1 -7 L.[�* )0 L D
LOADING(p f) � 3-8,0-1-8.1,
SPACING - - CS] - PlatesIncrease 1.' T - ��F� i� lolid fl
L/d PLATES GRIP
(Roof Snow -35.0) rt(LL) =. 13-14 856 2An
TCL j BC 0.91 Vert(TL) y. 13-14 180 MT - 1691123
Rep Stress In r YES i B 0. 127/93
gE LL 0.0 Frz TL n/ T1 H
16
Cod1 /TIS 1200'
- _.. 'weight. 158Ib
LH REQ
TOP CHORD 2 X4 SPF 1 �I�I�I
OF 1_ E BR
TOPCHORD Structur2l woad sheathing d I
redly applied.
ESOT CHORD X 4 P 1 OF 1.5E *Except* BT
H 1 D Rigid ceiling directly applied r 10-0-0 bracing. E t-
IAF-! 4�E .�Ea � � rF_ 4gF .�E � �
WEBS X 4 SPF- Stud/Std *Except* 6-0-0 0 bra rng: -1
W6 2 p
X 4 S PF 1550F 1-5F_, VV7 2 X 4 SIF 16 OF 1.5,E 10-0-0 ring: -15E WEBS 1 � _
W10 X FIF 1 OF 1,5F Raw at idlpt 4- 1
WEDGE
Left-, 2 X 4 PF-Stud/Std, Right.- 2 X 6 CSF No -2 -
REACTIONS
lo_ -R TIO (Ib/.size) 1=1 0/ hani al, 9;--202110-3-
Max 1--forz 1 o-g�L
Max Upliftl =-74(L )} =-1 4(L )
Max Gray 1-2501 (LC ), =0(L
FORCES � I lb) - Maximum ompr si n/ a i:irnu rn Tension
T P H R D 111-2-4808/1198} - =411 / 1 � 3-4=-3580/177, 4-5--4882/232, _
4334/1 741 7-8=-4718/1 91
8-9--z-46971160P g-1 = 11 1
BOT H RD 11-17--z-1167/411857 16-17=-149/4235, 1 --1 -z- /dW , 14-1 ;z0/ 1 K5-14--8121117,
7L 1 _-/�, 11-12--46/480, 9-11=-91j(4026 13-14=--84/4075, 1 -1 =g�1 ��a
WEBS 2-117_-1556/139, -17=9/11611 4-17--1421/126, 4-116--52414414-16=--9013598'?
63-13-325/320) 11-13--4613588, 8-13=-58/464, -11= 580/55
NOTES
1) Wired- ASCE 7-93; 0mph; h--z5t; T DL=4_ p. f; BCDL=4. p f; t '1I; E p- enclosed,-
= I interior r u Lumber plate grip OOL=1. _
TOLL: ASCE 7-98; 1 =35.0 p f (flat roof snow . ; Fina
� Exp Exp.
Unbalanced srow loads have been considered for th-is design.
This truss has been designed for greater of min roof five load of 1 f �` .-
n n- cn u rrent with other live loads.
� � times flit roof load �f , g p f err overhangs
Provide adequate drainage to prevent Water ponding.
This truss his been designed for a 10,0 pf bottom chord Live load non n r
7) All plates are f'T plates unless otherwise indicated.r t with any other live I.
The
truss requires plate inspection per the Tooth Count Method when thiS true is chosen forual i t
Refer togirder(s) for true to truss connections, � � ur�r� � in p� tion_
10) Provide h n i a f connection (by others) of truss to bea r ngdate capable of i th i
uplift at joint g_
p sty r� i rig 74 lb uplift at joint I and 154 1b
11 This truss is designed in accordance with the 2003 rinteM2tional Residential Code sections 8502-11.1 and F� .1 .
referencedstandard A I/TPI 1. nd
LOAD CASE(S) Standard
Job s Tru. ss - --_- _.�
7ff-us-�itype
0709233 cis ROOF TRUSS
STOCK COMPONENTS -IF, Idaho FAIR , ID -8'34-03, FIS I J_
c�a
4--4
4--4
5 _
-9-P 15-5-11
--
IO 4A -
15.00 1 4
44
�r. !` %V w, r,
l Y
WS
r
-.;
_� t I rj BURY: SP EC
_j 3 Joh Reference tion
6-500 s Mar 8 2007 MiTek Industries, 111C. ed _Jun 20 13:52-09 2 07_ P
23-0-4 — 26-8-8 28 -O -Q 31-6-12 -0-00
-- 4 --4 1-- --1 -
a :_
4x5 = 23
22
1
20
x4 I I
4x8 z�
2X4 11
4x 0 =
11 19-4-0
E- - -
LOADING
(p5€)
—
—
1--
--1-3
TCLL
35_0
SPACING
7-0-0
CSI
(Roof Snow=35.0 )
Plates Increase
1,15
TC 0.14
TCDL
8.0
ember Increase
1.15
BC 0.51
BCLL
0.0
Rei Stress Incr
NO
WB 0,69
BCDL-.
$ 0
Code IRC2003fTP12002
(Matrix)
LUMBER
ET CHARD 2 X 6 DF No.2 *Except*
B2 2 X 4 DF -N 2400E _0Ea 134 2 X 4 SPE 1OJ= `1 F
VVEBi X 4 SPF- Stud/Std
REACTIONS (Ibl i ) 1 =1684/ Dani 1, 11=1786/0-3-8
Ma
1=1786/0- -
a Horz 1=-4 (L )
I ax Uplift 1 (L ). 1=-I4 L )
Max G rav 1 --zo L ), 11 2205(L )
3x4 � 1!
2x4 11 3X1G 6A
7 8 9
10Yvg
.
9 f
IX� .
A — _27—i I T
17 16
19 2x4 1
3x6 .11 dX r I I I dH =
8I 2= 3x5 ' 4x8 -,
-- --
`-4 --
2x4 11
28-0-0
31-6-12
—
—
1--
--1-3
--1
-0-19
17-18
DEFIL
in
(Io
I/d f l
L/d
Ve rt L L)
-0-19
17-18
>999
240
' r'[(TL)
-0.29
17-18
180
I Fior (TL)
O.
11
n/
n/a
Y
BRACING
TOP CHORD
B T 1 -IJ
36-0-0
4--4
PLATES
MT20
T1 H
`U'iht: 566 1
RIP
169/123
169/123
tru tuml wood sheathing directly applIed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing- Except.
-0-0 oc bracing- 5-18, -1
FORCES (Ib) - Ma irnurnrnprre ion/Maxi num T rr ion
TOP CHORD 1-2--4172/285, - 3974/31 , -4--3499/292, 4-5=-4867/392,5-6=-5'0_"74/454t8-9;---4397/360, -1 O -398 7/324, 10-11=-4056/279, 11-12=0/75
SOT H R 1 -23= -247/3662,22 -23=-247/3662,21-22--334/4453,20-21=-334/4453 19-20
- =-247/3662, - =-247/3662, 1- 2--334 °4453, - 1--334/44 _
6-18=-3621'051 17-18=-402/5515, 16-17=-40215615, 15-16--7/107o -1 -- 02/541 14-15--117/1398,
13-14=-22/-/3554. ; `� 1-1 =- 4 3554
18-2-0=-206)'2822, V-1 -zx,0/1 182, 7-18;-z-32/338, 7-17=0/388, 7-1 - 578/126-16-.-152/2455,
! rr 1 6
2471,
9-14=-1058/1116, 10-14-- 7? �1 } �l o-1 =-14315 a 14o-13=-143159 i� - �_ �f
OTE
1) 3-p.ly truss. to be connected together with 1od (0.1 1'" °') n ills as follows:
Top chords connected 29 f f low_ ' 2 X 4 - 1 row at 0-9-D 0c.
Bottom chords ronnected @s follows: 2 X 6 - 2 rows at 0-9-0 , 2 X 4 - 1 row
Web connected a follows; X 4 - 1 roe t 0-9-0 �t �- - .
X11' loads are r,iderd equally applied tO SIJ pili pt if noted 2S front(F)
iF
F' I t� �'I � f�Md`�.°�fod1 have been provided � � o� � � f i� the LOAD E � � tarn ,
distribute tri bu .t�,� Daly loads noted a fl or (8), unless otherwise indicated _
) Wind- E 7- 0mph� f��ft TDL_4_psf; BDL=4. fr Category � � - _
DOL --1.33 plate grip DCL=1,33.
� 1, � �I��d� ��P interior � Lumber
4) TOLL: ASCE 7-98; Pf=35.0 p f (flat roof now); Exp r Fully Exp.
Unbalanced snow loads have been considered idBred for thi deli n,
) This true has been designed for greater ofmin roof Jive road of 16.0 p f or - 00 ti-
mes flat roof load f 35.0 sf on overhangs
non -concurrent witty other live loads. p
7} Provide adequate drain2ge to prevent water ponding,
This truss has been designed for a 10.0 psf bottom chord live load n ori con u rr nt with
All plates are f i �e T O plates unless otherwise i indicated. h �n other I��r loads.
`I ) Refer t rd r( ) for true to truss connections.
1 ) Provide mechanical connection (by oth,rs) of true to sarin Jit � ,
uplift at joint `1 I � capable �f rrtf� t�r��frn � J� uplift �t ��arr�t � �,r-rd 1 �� 1k�
12) This truss is designed it accordance with the 2003 Jnt rnation le id nti
referencedstandard 1 f/TIMI 1 _ al Codesections. � . � � _ � end 02-10-
and
1 ) Girder C2rries trip end with 8-0-0 end setback-
end
etba k_end with 8-0-0 .right side setback. 8-0-0 left
side setback, and 4-0-0 end setback.
I
266
Job Truss
Truss Type
Q709233 ;C18
ROOF TRUSS
6_
STOCK C VPONENTS- -IF, -1-d-aho -F-all—S, I'D 8_3_4-03, ERIC J.
oty MY _TSA—t _W8 _BU R Y: -SPEC
3 Job Reference LopUopaj
6-500 s Mar 8 2007 MiTelk Ire '-dustri es, Inc, Wed Jun 20 1 1 '_� "?nn7 E)'"
NOTES
15) Hanger(s) or other connection device(s) shall be provided sufficient t0 LIOrt concentrated load(s) 287 lb down and 65 1b u 2
I I 1 0 p t 28-0-0: and 287 1b down and 65 [b up
at 8-0-0 on top chord- The design/selection of such connectbn device is the resp nsibility of others.
LOAD CASE(S) Standard
1) Snow-- Lumber lncrease=1,15
Uniform Loads (pff) Plate Increase=1 -15
Vert, 1-3--43, 3-9_-80(F=-37), 9-12z---43, 1 -19z ---15(F=-7), 16-18_-15(F_-7)5 11-15-15(F,--7)
Concentrated Loads ([b)
Vert. 3--287(F) 9=-287(F)
Joh - — Truss- True Type
9233 C2 ROOF TRUSS
STOCK lVlR0 lE' T -I F, Idaho Fal[r 1 0 E f _ - -
coco
i
4-3-0-
-0-4--
4-3-0
-- -- --�.. ' Jots„ Reference o tJ nJ
6-500 s Mar f' IT fndutrie ., inc, wed Jun 1 : -16 2007 Pa
ge 1
0--
--
C21e = 1-34.2
3X6 _
_-
--
LOADING (psf)
TL.L �` �' I l�I 2__0
( Roof Snow- . Plat
Increase
1.15
TIL &0 Lumber Increase 1.1
ELL 0,0 Rep Stress Inr YES
BCD
L Code I 0/TPl00
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1 E:
T CHORD 2 X4SPF 165OF 1_5F
WEBS 2 X 4 SI F- Stud/Std
FTI (lb/size) =902/0--, 5 -1116/0 -3 -
Max Hort 8 v- 1 (L! )
Max 'plff--L ), _-1 (L )
s
ca
18-2-8
4--1
0--
--
C21e = 1-34.2
3X6 _
_-
--
LOADING (psf)
TL.L �` �' I l�I 2__0
( Roof Snow- . Plat
Increase
1.15
TIL &0 Lumber Increase 1.1
ELL 0,0 Rep Stress Inr YES
BCD
L Code I 0/TPl00
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1 E:
T CHORD 2 X4SPF 165OF 1_5F
WEBS 2 X 4 SI F- Stud/Std
FTI (lb/size) =902/0--, 5 -1116/0 -3 -
Max Hort 8 v- 1 (L! )
Max 'plff--L ), _-1 (L )
s
ca
FORCES (1b) - Maximum o pare lon/Vla imam Tension
T P H D 1- /33. 1-2.--28/0, 2-3=--856/5_0, 3-4--1050/43, 4--5--1755)'78, 5-6z0/141
BOT CHORD 7-8=0/627,5-7-z-2/1425
WEBS 2-8=-934/102,2-7=-261602a3-7;--0/183, 4---
4-7--705/118
TE
Wind: E - �p1�: heft; TC�L=4.8pf, BfL=.pfa t � Il, E
[L,1. plate grip DOL=1.33 1 . r�Cd IFF Interior zone, Lumber
TOLL: ASCE 7- ; Pf-35.0 P f (flet roof now), Exp ; Fully E
Unbalanced snow loads have been consdered for thisi n.
4) This true b2been designed for greater of miry roof live 10
pt r �
non -concurrent with atheir live loads.
2d of 20,0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
5) Provide ado -grate drainage tc) prevent 'tea ref ponding.
This truss has been designed for a 10.0 p f bottom chord live J ad nonconcurr ent with
Provide mechanical connection b others)of true t bearing �� other C� loads,
��ran �l�t capable�f withstanding � lb ��lifit t ���r�t �d 1 J
at joint .J k uplift
This truss is designed in accordance with the 2003 Inger tion l Re identi J Code
referenced standard ANS I}TP 11. tiF d 1 .10 - rid
LOAD CASE(S) SLandard
18-2-8
CS]
TC 0.71Vert-(LL)
TEFL
in (I I/defl
L/d
PLATES GRIP
B 0.51
-0.17
-7 >999
240
MT 169/123
rt(TL) -0-
-7
VVB 0,57
1- o TL)
- n/a
n/
(Matrix
- — --Weight:
7 l
TOP H RD
Structural: wood
sheathing directly applied or -0-1 cc purlins R
except end verticals.
BOT H I D
Rigid ceiling directly applied or
10-0-0 bracing,
WEBS
I Row at rrjdpt
-8
FORCES (1b) - Maximum o pare lon/Vla imam Tension
T P H D 1- /33. 1-2.--28/0, 2-3=--856/5_0, 3-4--1050/43, 4--5--1755)'78, 5-6z0/141
BOT CHORD 7-8=0/627,5-7-z-2/1425
WEBS 2-8=-934/102,2-7=-261602a3-7;--0/183, 4---
4-7--705/118
TE
Wind: E - �p1�: heft; TC�L=4.8pf, BfL=.pfa t � Il, E
[L,1. plate grip DOL=1.33 1 . r�Cd IFF Interior zone, Lumber
TOLL: ASCE 7- ; Pf-35.0 P f (flet roof now), Exp ; Fully E
Unbalanced snow loads have been consdered for thisi n.
4) This true b2been designed for greater of miry roof live 10
pt r �
non -concurrent with atheir live loads.
2d of 20,0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
5) Provide ado -grate drainage tc) prevent 'tea ref ponding.
This truss has been designed for a 10.0 p f bottom chord live J ad nonconcurr ent with
Provide mechanical connection b others)of true t bearing �� other C� loads,
��ran �l�t capable�f withstanding � lb ��lifit t ���r�t �d 1 J
at joint .J k uplift
This truss is designed in accordance with the 2003 Inger tion l Re identi J Code
referenced standard ANS I}TP 11. tiF d 1 .10 - rid
LOAD CASE(S) SLandard
Job ":1-ru-- Truss Type
I
709233 C3 ROOF TRUSS
STOCK COMPO J ESV T -1 F, Idaho Falls, ID 83403, ERIC J.
6X6 -
2
--1
Qty , Ply SAI BF. F E - -- - _
a —1
__14ob Refern �gpfin 2
_
6.500 s Mar 8 2007 MiTe k Ind'u. tri , In c,, ed dun 0 13;52°23 2007 P .
18-2-8—.
e...� ---
Plate Offsets X, - _ -4-0} -1-1 ]�_ - -0-71 gtL_
LOADING �Psf)
TALL
F��II
-0-
CSI
(Roof Snow -35.0)
Plates [ncrease
1-15
TC O84
TDL
-
1-rTrr Increase
i _ 1
0.35
BCL
0.0
rep Stress lncr
YES
W8 0.37
_ E UL
8.0
Code I 001TPi
(Matrix)
LUMBER
TOP CHORD
2 X 4
SPF 15501= I T E
BOTCHORD
2 X 4
SPF 165OF I .E
WEBS
2 X 4
SPF-8 Stud/Std *Except*
W1 2
X4 SPF 1650F 1.5E, W2 2
X 4 SPF
1650F I - 5E
. Ta 0 N S (l b/size) 8= 902'C) -3 -,Sr 4= 111610-3-8
Ma
11 10- -
a How -- 1 (L )
Max IJp1ift8--7(L )t 4=-1 34(!- )
FORCES (1b) - IV12xirTum OMpresslon/M@xImLim Tension
TOP CHORD 1-8--84711001 1-2--695/67:2-3=-956/41,3-4=-1914/4534-5z0/141
B T ISD 7-8;--0,121916-7-011539a4-6;;--0/1539
WEBS 1-7 -94/954, - =-255/87;3-7--973/1 00, 3-6=01218
DEFL
'der 1(LL)
'rt(TL)
Hor (TL)
L_
6
1. X4 11
--
4x1 0
ire 1 Ud of i Lld PLATES
0-07 4-6 >999 240 l' T20
-0.12 4-6 >999 180
0.03 4 n1 n/a
BRACING
TOPCHORD
BOT H 1 D
VVEBS
'eight: 76 Ib
-0-
, r-aJe = 1-34.2
4
GRIP
169/123
Structural wood sheathing directly applied or 4-5-0 oc purlins,
except end verticails,
Rigid ceiling directly applied or 10-0-0 0c bracing.
1 Row at nnjdpt -
OTE
1) Wind'ASCE 7-98; 90mph h` ft, T DL= ._ p f; B DL -4. p ft Category 11' Exp
DOL-. , . I plate grip DOL=1.enclosedP `� � t r
i1Jr zone; Lumber
TOLL: ASCE 7-t Pf'i.0 pt (flat rootno , E ' F
Unbalanced snow � p Fully Epp.
o loads have been considered for this design,
This true has been designed fir greater of mi - -
n roof five iload of 20.0 P f r .00 `�Jrne flat roof load of 35_0 p f on overhang -5
r) r) -c ryCUrr nt with ciEh r li o Ioaci.
Provide cadequate drainage to prevent VV2tac
ponding-
This true has been designed for a 10-0 f bottom chord live load nonconcu-r nt with any other 1-f
loads.
7 Provide mechanical' connection (by offers) of truss to
b @ ri n° Pi2t capable of with t o d`
r� � R� uplift �t joint and 1 i� uplift
at joint
This. true is designed in accordance w1th the 2003 IntrnatinaJ id
n fl [ Code sectionsR.502,11 1 -1 and R802.10.2 and
referenced standard 1 l/TP i 1.
LOAD CASE(S) Standard
5
TTn I
Job
Truss
Truss Type�_...-
704 FF TRUSS
STOCK COM JPO N EiI T -I.Fa Idaho Falls, 1 C 834039 ER]c
J_
4x5 -
4-2-8 6-8-12
410
Qty Ply SAJNS[3
URY: SPEC #6
w
— f Job Fefrene tion I
.500 S Mar 8 2007 M' iTe Industries, inc ',wed J- un'2 � T;-- - . � —
_ 2007 P age—1
0-2-
cile = ::36.2
- 10-11-
18-2-8
-- --1 _
1. [4:0- Edi
LOADING (psf)
SPACING -� _
CS] DEFL
r� � I/deft L/d PLATES
(Roof now— .0)Drat Increase 1.1 TC 0,94 _
0,10 4-6 >999 240 MT20
T DL 8.0 Lumber Increase 1-15 BC 0,46 ' rt(TL) -0.1 4-5
>999 80
BCLL 0.0 Fop tress I n r E 1
B DL Jq o Code IF 03/TP'1 0(Matrix)
GRIP
12 3
79 1
LUMBERTOP CH R X 4 SIF 1650F 1.5E BRACING
--
T CHORD 2 X 4 SPF 1 5 F 1.5E TOFF CHORD Structural woodsheathing directly a ,pilied or 1-11-14 o0
WEBS 2 X 4 SPF -S Stud/,ltd *Except* except ridr-ti l -
W2 2 WET CHORD Rigid ceiling directly applied or B-0-0 o bracing,
X 4 PF 1 OF 1_5E, " 4 X SPF 1650 I - 5E WEB I Row at mjdpt 1-8,
-
E. T1 0 N 8 (1be i e) 8_902/0-3-8, , 4= 1116/0-3-8
MaxHort -- , (L 8)
Pvlex U p1 ift8=-8 (Lw ), =-1 ( L )
M ax Gra v 8 =902 (L 1), 4=15 0(L
FORCES 1b) - Maxii-num Cornpre ion./Maximum Tension
TOP CHORD 1-8=-870/97, 1-2=-548/58,2-3--822/27 3` �-1989/3
BOT IS D7-8=-31248, 6-7-0/1587, 4-6--011587 l-5=0/14,1
WEBS 1-7=-11 /1062, 2-7-269/89, 3-7--1194/126, 3-6-0/273
NOTES
1 Wind: ASCE 7-98F 90mphl h -ftp T CL= f; BIL- f, ate I. I _
DOL --z-1.33 i@te grip DOL=1. _ penclosed; �� FI irrteri r ones Lir rr r
TOLL: ASCE 7-98; Jif -35. f Oat roofn o . E �
�UnbalancedF � �T �a1J� E�.
snow loads have been considered for this design,
This truss. has been designed ped for greater of min roof iive load of 20.0 psf or 2_0D times flat roof load of 3S-c)f, overhangs
non-coricurrnt ith other live Ioacfr
Provide adequate drainage to prevent Fater ponding.
This true has been di ped for a 10, f
p bottom chord Jive load nOn orn u rr nt With any other J f e loads.
7) Provide mech2nical connection (by others of true to beaning..Jeno capable f
at joint �R_ ithtndl Id ulik at joint and 130 lb uIift
This true is designed in accordance its the 2003 International Residential r�t�aJ od tron0.1 1.1 and R802,10-2 and
referenced Standard ANS I1TPI 1 .
LOAD CASE(S) Standard
Job
Truss
Truss Type
Q709233o
C5
iROOFTRUSS
STOCK COMPONEN..-T.S-IF, Id r aho Fafls, ID 8,34033 ERIC" j-
1,
2-2-8
2-2-8 7-8-12
7x 12 MT1 8H
6E
2
oty ply 'SAINSDAY - SP— -
EC #6
Job Reference foptional)
. Mar 8 Industries,, Inc. Wed Jun 20 13-152-411-2-00-7-0-a--ge'l
6500 s 2007
8-3-4
20-2-8
2-0-0
hp
9-11-4
2-2-8
7-8-12
Plate Offsets (X,Y)l
-__L2-0-6-12:10
-1 -41. [3-0-7-0,0-3-4] [4:0-0-10
Edge]
LOADING �psf)
TOLL 35.0
NG
SPACI2-0-o
C31
1,
2-2-8
2-2-8 7-8-12
7x 12 MT1 8H
6E
2
oty ply 'SAINSDAY - SP— -
EC #6
Job Reference foptional)
. Mar 8 Industries,, Inc. Wed Jun 20 13-152-411-2-00-7-0-a--ge'l
6500 s 2007
8-3-4
20-2-8
2-0-0
REACTIONS (Ibisize) 8=90210-3-8, 4=111610- -8
Max Horz 8=-27 (L 8)
Max Up1jft8--1 12(LC 8)p 4-121 SLC 8)
Max GraV8-1087(LC 3), 4=1 (L 3)
FORCES 0b) - Maximum Co-mpression/Nlaxinnurn Tension
TOP CHORD 1-8--1074/105, 1-2z---346139, -8--62711 e 3-4�-1 988/17 4-5=0/141
BOT CHORD '7-8--21276, 6-7=011 559, 4-6-0/1' 563 ,
WEBS 1-7=-147/1315, 2-7�-517J1 30# 3-7--13961152, 3-601316
DEFL
Vert(LL),
Vert(TL)
Hor-z-(TL)
8-3-4
in (Io) I/def]
-0.16 4-5 >999
-0.31 4-6 >697
0.04 4 n/a
BRACING
TOP CHORD
BOT CHORD
WEBS
Lld
240
18
n1a
1 �-
PLATES GRIP
MT20 169,11 23
MT20H 127/93
T18 H 197A44
Weight: 86 [b
Scale = 1.,41.4
S
C4 tru �ural wood sheathing directly applied, except end verticalls.
Rigid ceiling directly applied or 6-0-0. 0c bracing.
1 Row at midpt 1-81 3-7
NOTES
1) WInd., ASCE 7-98; 90mph- h= ft; TCDL=4.8psf; BCDL-4.8psf,- Category 111- Exp C, enclosed; MWFRS terior irzone- Lumber
[DO L=1. 33 Plate grip DOL=- 1 � 33,
2) TCLL: ASCE 7-98; Pf--z35.0 p (flat roof snow)- Exp C- Full
w y Exp.
3) Unbalanced nog loads have been considered for this f design -
4) This truss ha -s begin des�qned for greater- of mi-ri roof live load of 20.0 psf or 2,00 times flat rOOf �oadof 355.
nurgent 0 psf on overhangs
iron with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) Th-uss is trhas been designed for a 10,C) psf bottom "chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) Provide mechanlca[ connection (by others) of truss to be2ring Plate capable of wlthstan6ng 112 1b upNft at 'cint 8 and 121 1b
UP11ft cit Joint 4, j
9) This truss is designed in acco rda n ce with th e 2003 1 nternationa I Residen tilail Code section s R502. 11 - I a n d R802.1 0.2 an d
referenced standard ANSI/TPJ 1.
LOAD CASE(S) Standard
2-2-8 1
A-
9-11-4
2-2-8
7-8-12
Plate Offsets (X,Y)l
-__L2-0-6-12:10
-1 -41. [3-0-7-0,0-3-4] [4:0-0-10
Edge]
LOADING �psf)
TOLL 35.0
NG
SPACI2-0-o
C31
(Roof Snow -35,O)
t
Plaes Increase 1.15
TC 0,98
TCDL 8.0
Lumber l!ncrease 1.15
BC 0.57
BOLL 0.0
Rep Stress In YES
W15 0-39
.BCDL,— 8.0
Code IRC2003ITP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4
S PF
21 OOF 1.8E *Except*
T1 2 X 4 SPF
1 O 1.5E
BOT CHORD 2 X 4
SPF
1650F 1.5E
WEBS 2 X 4
SPF
1650F 1,5E *Except*
15 2
X 4 SPF- S Stud/Std
REACTIONS (Ibisize) 8=90210-3-8, 4=111610- -8
Max Horz 8=-27 (L 8)
Max Up1jft8--1 12(LC 8)p 4-121 SLC 8)
Max GraV8-1087(LC 3), 4=1 (L 3)
FORCES 0b) - Maximum Co-mpression/Nlaxinnurn Tension
TOP CHORD 1-8--1074/105, 1-2z---346139, -8--62711 e 3-4�-1 988/17 4-5=0/141
BOT CHORD '7-8--21276, 6-7=011 559, 4-6-0/1' 563 ,
WEBS 1-7=-147/1315, 2-7�-517J1 30# 3-7--13961152, 3-601316
DEFL
Vert(LL),
Vert(TL)
Hor-z-(TL)
8-3-4
in (Io) I/def]
-0.16 4-5 >999
-0.31 4-6 >697
0.04 4 n/a
BRACING
TOP CHORD
BOT CHORD
WEBS
Lld
240
18
n1a
1 �-
PLATES GRIP
MT20 169,11 23
MT20H 127/93
T18 H 197A44
Weight: 86 [b
Scale = 1.,41.4
S
C4 tru �ural wood sheathing directly applied, except end verticalls.
Rigid ceiling directly applied or 6-0-0. 0c bracing.
1 Row at midpt 1-81 3-7
NOTES
1) WInd., ASCE 7-98; 90mph- h= ft; TCDL=4.8psf; BCDL-4.8psf,- Category 111- Exp C, enclosed; MWFRS terior irzone- Lumber
[DO L=1. 33 Plate grip DOL=- 1 � 33,
2) TCLL: ASCE 7-98; Pf--z35.0 p (flat roof snow)- Exp C- Full
w y Exp.
3) Unbalanced nog loads have been considered for this f design -
4) This truss ha -s begin des�qned for greater- of mi-ri roof live load of 20.0 psf or 2,00 times flat rOOf �oadof 355.
nurgent 0 psf on overhangs
iron with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) Th-uss is trhas been designed for a 10,C) psf bottom "chord live load nonconcurrent with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) Provide mechanlca[ connection (by others) of truss to be2ring Plate capable of wlthstan6ng 112 1b upNft at 'cint 8 and 121 1b
UP11ft cit Joint 4, j
9) This truss is designed in acco rda n ce with th e 2003 1 nternationa I Residen tilail Code section s R502. 11 - I a n d R802.1 0.2 an d
referenced standard ANSI/TPJ 1.
LOAD CASE(S) Standard
Joky
Truss -
Truss Type
ROOFTRUSS
STOCK - : P JE IT -1 F, Idaho .yaks,- ID 83403, ERIC J.
&Me
-- 1
-- 1
Qty Ply I S'BUR : F'E #15
--
0
Job I efer i optonal)
-500 S M2r 8 2007 Miffek Indu' tree r Inc- _ Jun _ 206 .
-4-
20--
0 7
3X6 4x4 1,5X4 111
In
(roc)
18-2-8
L/d
Plate Offsets fX, 0-3-2,
1�dg
>999
240
LOADING (psf) li
5-7
>999
180
TSL 35.0
SPACING 2-0-0
CSI
n/a
DEFL
(Roof f rico =3,x.0)
Plates Increase 1.1
TC 0,71
Vert(LL)
T [ L 8.0
Lumber hcrease 1.15
BC 0.43
Verf(TL)
CLL 0.0
Rep Stress Ire or 'SES IWB
0.42 1
H orz TL
Code IRC2003ITPl2002
(Matrix)
In
(roc)
imfl
L/d
-0-09
7
>999
240
-0.15
5-7
>999
180
0,.05
5
n/
n/a
LUMBER
TOFF CHORD
2 X 4
SPF 165 -OF 1. 11
13RACING
BOT CHORD
2 X 4
SPF 1650F 1.5E
TOP CHORD
'EBS
2 X 4
SPF -S Stied/tai *Fxot*
BOTCHORD
W1 2
X 4 SPF i of 1 < F, %V2 2 X 4 SPF 1 I` 1.5E
WEB
REACTIONS TIO (I ii ) 5=111610-3-8. 9=902/0-3-8
M x Hor =-3 (L
Max Uplift =-107(L ), , 1 (L
Max G ra z:1751(LC ), = 139 7 L
FORCES (fly) - Maximum Compression/Maximum um Ten ion
TOP CHORD 1-2--241/133P 2-3=-937A 3-4=-127010, 4-5=-2295/0, 5-6-0/141 1-9--357/67
B T H R D -9_0/974,7-8=0/ 1 5-7=0 ' r
EB 2-8=0/570t 4-7-0/22712-9--1363)"1453 4-8=-1010/96
n
PLATES
lTo,
i ht: 31 its
GRID`
169/123
Cade = 1 �45.O
Structural wood sheathing directly applied or 3-8-15 o purlins,
except end rti oafs _
laid ceiling directly 2 ppli d or 10-0-0 oo brai n .
1 r ow at IT idp" 1-9, �- , -8
NOTES
1 Wired: ASCE 7- ;r ph, h= ft} T [ L� . p f, B DL- ., p f; Cate Jl Ex
oL=1 _ I t rip L=1. . p , enclosed, °IAF interior zeas; Limber
TP L.L: ASCE 7-98, Pf=35.0 P f (flat roof snow); E ° Full E -
3) Unbalanced snow loads have been consIdered for this design_
This truss has been designed for greater of rain roof live Io 1 f r tfrr� flit r
n,O,n-_00r-'Current ith other live- loads,oof fond of 36-0 P-qf on overhanga
This truss has been designed for a 10.0 p f bottom. chord l e load nanconcurrent t an
other live load,
Provide rn ch nio l connection (by others) of truss to bearing plate capable of withstanding
uplift t joint _ � ������ � �� I� uplift at joint 5 and 14 Jb
I I truss designed I ncc,ord n with the 2003 International Residential Codect
referenced standard ANS I/TPI 1. n R502,1 1. � n� �� .1 . ��d
LOAD CASE(S) Standard
Job Truss Trus
a
I
Q709233 CROOF TRUSS
TC)CK COMPONEN IF, Idaho Falls, IFS 83403} ERIC J.
-- -- -4 6-4-
3x6
4
3X6
3 i
2
0
" TCq�
1
6X8 _
4i0
_
19
3x8 `-
4x4
V
3x10
Qty Ply
SAINSBURY: SPEC #'6
Job Reference (Optiona
6.500 s Mar 8 2007 M 7ek I ndustries* I nc. Wed JLj n 20 13=52: 8 Pale 1
�.-
- 31-0-0
-3-8
17-10-8
-1 -
35-10-8
35-10-8
1 -
--
-4-
--
0-1-12 6-4-4
6-4-4
5X6
7
Scale: 3/16R=11
J 5 6x14 MT18111
• fr � •
4
•-� fr
fa-
W y
ff r f 61
rf '7x1 0 MT1 8H
� y F -•
6X18 3X 6
,�,rrrf� �r�� i, � �•f � s�
h�
�t� �7 � ,J � ■
T T "rTT
A—WI F • F
133
64
C6
i14
4x _
5-0-4
-2-0 11-.6-4
17-10-8
-1 -
1 --
35-10-8
1 -
- -4
5-
0-1-12 6-4-4
6-4-4
6-6-12
4-10-8
LOADING (psf)
in
(I )
J /d of I
TALL 35.0
SPACING
2-0-0
I
(Roof Snow -35.0)
Plates Increase
1-15
TC 0,89
T D L 8.0
Lumber Increase
1.15
BC 0.95
BOLL 0,0
Rep Stress Jnr
YES
'B 0.99
ECDL
Code IJ /TPJ2002
(Matrix)
_
n/2
MT1 8H
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E *Except*
T3 2 X 4 DF -N 240OF 2.OE
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF 165OF 1,5E `Except*
W13 2 X 4 SPF -S ,stud/Std, W1 2 X 4 SPF- Stud/Std
W2 2 X 4 SPF -S Stud/Std, W4 2 X 4 FIS-Stud/Std
2 X 4 P FTS Stud/Std, W9 2 X 4 SPF -S Stud./Std
W1 1 2 X 4 SPF -S Stud/ td
REACTIONS (I bdfq i ) 1 =1533/ Iia n era 1, 1= 7/ h 2n F J, 19_2060/0-3-8
Max Horz 1=1 L )
Max Uplift12=--11=1(LC ), 1=-148(L ), 1 g=-17 (L ,
Max rav 1 =19 33 L =
--
1 --
35-10-8
1 -
6-
--12
6-6-12
4-10-8
D E F tL
in
(I )
J /d of I
L/d �I
PLATES
GRIP
Ve rl(LL).
-0.56
13.14
>662
240
MT20
159/1 23
Vert(TL)
-0.87
13-14
21
130
MT 0H
14811 08
n/2
MT1 8H
1691123
Weight; 153 1
BRACING
TOPCHORD Structural wood sheathing directly applied or 1-8-10- 0C purlins,
except end rti a l .
B T + H I D Rigid ceil-ing directly applied or 2-2-0 oc bracing-
4-2-0 oc bracing: -1
WEBS 1 Row at midpt 7-1
FORCES (lb) - Maxlmum Compression/Maximum Tension
T P 1 1 l D 1-2=-1 32/404, 2-3--111/929, -4=-1 01/939) 4-5=-2162/1 11 5-6=-1 17/1
65 8_9z---7735/449,9-10=-74241404, 10-11 `-254x'6 11 F 6-7=-1 1 � =- f
BOT Cif I D 11-19-332/67,, 1 -1 -- 123 17 , 4-1 --2 0?'2 , 17-18=-763177) 16-17=-107/1762, s-72/2381..
X5214247
EBS 2-19--81/296r 2-18z--749/72 -17=-82/2255,5-17=-3011/78,5-16=-653/208,
-1�-1-1--1,l 1 57, -1 z_ -1 --311,-r
/397 , -13---3727/260 , 1 -� 13--16413 .29, 10-12=_4312/266
i TE
1 in E-tmh;. h=pts TCL^pf;L=p I�rE � t �rddf MWFRS interior zona L4hr
DOL -1. plate grip D L l -3 .
2 TOLL` ASCE -, Pf=35.0 psf (flat roof snow): E ; Fully Exp,
3) Unbalanced snow loads have beenconsIdered for this dan.
4) Provide adequate drainage to prevent water ponding.
This true has been designed for a 10.0 P f bottom chord live load non oncurr nt
its any other live loads.
All plates Cre I T20 Plates unless otherwise indicated_
7) Refer to girder(s) for true to truss connections.
connection Eby others f tin latecapable f �
Pri � mechanical' ru to bear-
�withstanding 1 11 Fb uplift at joint 12, 148 lb uplift
at joint 1 and 175 Ike uplift at joint 19,
1 This truss is designed in accordance with thp, 2003 Internationall Residential erode sections X502.1 1.1
referenced tan and ANSI/TPI 1. �n� 3 .10.and
LOAD CAS E() Standard
Truss Type.
.0709233
e C ROOF TRUSS
STOCK Go MP E T -IF, Idaho Falls, ID 83403, ERI C JT-- Job Reference (Optlonal)
_ Ply f NS13'U R Y - P E -
J f
6.500 S
mar r f iT Irrd tri s, rn - Wed Jun 2D- 24 2007 Pagel
4 6-4- 1
10J
2970-�
0-4 — 5-2-0 — 11-6-4
I --
Ild of l
_35-10-8
6-4-14
—1�7
I —at6setsXw
)1046-0, -20 10 r [16.0-3-8�0-1-81
LOADING (pf )
240
x6 —
i
0-4 — 5-2-0 — 11-6-4
17-1,0-8
Ild of l
-4 1-1 -4-4
6-4-14
—1�7
I —at6setsXw
)1046-0, -20 10 r [16.0-3-8�0-1-81
LOADING (pf )
240
Via rt(TL)
-0.62
TOLL
35.0
180
SPACING-0-
0.10
11
oof no =; .0)
�e PIates B reese 1-15
;�
TC 0.91
T DL
8.0
Lumber Increase 1.15
SC 0.67
ISL
0.•0
Rep Stress In r YES
WB 0-85
E DL
8.0
Cede 1F 00 /TP1 0
(Magri )
LUMBER
TOP CHORD
2 X
4 SPF .1650E 1,5E
BOT H RD
2 X
4 SPF 1650E 1.5E
VVEBS
2 X
4 SPF -S Stud/tai *Except*
W3
2 X 4 SPF 1650F 1.5E W5 2 X 4 SPF 16,50F
1-E
W6
2 X 4 SPF1 ,F 1,5E, VV9 2 X4SPF 1 OF
1.5E
1 1
2 X 4 SPF 1650F 1.E3 W11 2 X 4 SPF 1650F 1.5E
REACTIONS
(Ib/size)
1 1 z-- 1539/M e h ni al, 1-72/Mecha nica 1,
1 8=2009/0-3-8
Hort 1 -1 8 (L
MaxUplift11=-11
L 8), 1 y (L , 1 ---17 (L 7)
r v 11=1941(L ), 1=228(LC , 1= 1 (L
-4 -0
--1 --1
D E F L
in
(1o)
Ild of l
L/d
Vert(LL)
-0-40
12-14
>911
240
Via rt(TL)
-0.62
12-14
>592
180
Ho r (TL)
0.10
11
n/a
n a
BRACING
TOIL CHORD
BOT CHORD
WEB
-- I i/ — 4f4A..i Z_.
_ 35-10-8 �
6-10-$
PLATES
MT20
STH
fT1H
'eiht, 151 1
IP
169/123
127193
169/123
Scale._ 3r1"=1
Structural wood sheathing directly applIed or 1-7-8 oc purlins,
except end VerfiC@l .
Rigid ceiling directly applied or 4-11-3 oe bracing. Except-,
4-3-0 oc bracing; 4-1
1 Row at rnidpt -1
FORCES (Ib) - M;aximum Compresslon/Maximum Tension
TOP H RD 1- -=-1 �1 7, - '-107 `702, - =-98/71 , 4- =- 186/111, - =u18351104 -7=_ _ _-5699/3-557-
8-9=-517%9J/284, 9-10--128/0, 10-11 =-239132
BOTCHORD 1-1=--011T F 17-18z---2079/167, 4=17z---1 16-17--542/561 15-r1%10--12311786,
13-14--121/2756, 12--13;---12112756, 11-1 =-196/ 1
V EB 2-18=-1 11/ , 2-17=-566/54, 4-163---78/2119, 5-15-275/78 5-15--681/187, {1 7-15—.;---1
1
7-14=0011 92, 7-12--192/2916, 8-12--2978/2403 9-12=-99/2312, -11=-342,1 '232
TE.
I ) VVIred: ASCE 7- P0r ph—, h= ,eft T DL=4. Spsf; B C C L=4.8p .t; Category II - Exp a nolo dF int ,
D L=1.plate grip DOL 1. a er r aye Lumber
r
,
T LL- ASCE 7-98; P'f=35.0 f (fl@t roof now) Exp C, Full Exp -
3) Unbalaned snow lo@ds have been considered for this designs
4) Provide adequate drainage to prevent `@,ter ponding.
Th i s truss has been designed far a 1� 0 p f bottom chord I I e load nonconcu rr
int with a n y oth er J ire load s-
6) All plates are MT20 plate unless other -wise indicated.
Defer to irder( ) for truss to truss connections.
Pride meehnicl connection (by others) of truss to bearing plate
joint 1 and 1 � l� uplift �t '�i!r�t �I p�aCe of withstanding 112 lb uplift t ��r�t 11 x lb a�pl �t
a
This truss Is d-In d in accordance i th the 20,03 Int mation@1 Residential Code sections F
referenced standard ANS VTP 11. , �] 1,1 and J .1 . and
LOAD CASE(S) Standard
IC14
r
A
d
;�
11
a�
Job Truss 'Truss Type
Q709233 ROOF TRUSS
STOCK F E T -J' , f+ lls, ID 83403: ERie,'--J,—
f
r 1
Ln
6 =
Oty Ply SAII B - pF
_C #
0
� I
1
Job Reference (OptiOn2lfj.
6.500 s Mar 8 2007 M iTe k Industries Inc. Wed Jun 3,53`34 a ge 1.
�_ 31-3-8.
.
V
6x 8
3X6 .
3x 6 '=
4X10 _
17
3x8 -
6.00 f
-27
4A
15
3I C .
5
w
6 �
7
7X10 &IT18H
W71`d / ° '' al
f
.f. tr.
f
I
14
4x8 --
13 1
4A = 8X8 =
35-10-8
4-7-0
4x
10-
-7-
4x10 _ 34 11
9
1a W1.{
5-0-4 5-2-0 11-6-4 _ 35-10-8
P[ate Offsets X, e[8ao5-010-2-
LOADING
,
pf)
TOLL 35.0 SPACING 2-0-0 ] DEFL in (Io) Jed fi L/d
PLATES
(Roof Snow -35.0) Plates Increase 1.15 TC 0.77 VerLL -0,29 12-14 >999 240MT20
TCDL 8.0 Lumber Increase 1A5 Bc 0.61 Vert(TL) -0.54 12-14 >684 1MT
`
Ip Stress In�.r 1{� 1�� � �1J--I
B L:L . or (TL) 0.09 11 n/a rVa
B DL_ Code I P1200 )
(M tri
_._ _ � _. _ � ht; 152 1b
REACTIONS (Ibl ize) +11-15 1l le hani J, 1-111/Mechanical, 17=1965/0-3-8
r
=1965/0-- -
r Harz 17= 1 (L
i1M@X Uplift l l =- l 14(LC ), 1=-51(,L ), 1=-1 (L 7
ax Grav11=1 4 L ), 1= 47(L 2), 17-2159 (L )
RIFE
169/123
169x11 23
SC-nIe. 3/16"=V
I
w
E T HORD 2 X
4
SPF 1650E 1.5E
TOP CHORD
WEBS 2 X
4
SPF 1650E 1,5E *Except'*
BOT H RD
W1
2
X 4 P-Stud/Std', W2 2 X 4 SPF -St ud/Std
W4
2'X
4 SPF -S Stud/Std, W7 2 X 4 SPF -S Stud/Std
WEBS
X 4 SIF- -Stud/Std
REACTIONS (Ibl ize) +11-15 1l le hani J, 1-111/Mechanical, 17=1965/0-3-8
r
=1965/0-- -
r Harz 17= 1 (L
i1M@X Uplift l l =- l 14(LC ), 1=-51(,L ), 1=-1 (L 7
ax Grav11=1 4 L ), 1= 47(L 2), 17-2159 (L )
RIFE
169/123
169x11 23
SC-nIe. 3/16"=V
Structural wood sheathing directly applied or 2-11-5 oc purfin,
except end verficals,
Rigid ceiling directly applied or 4-11-12 oc bracing.
Except-.
- -0 cc bracing: -1
1 Row at m dpt 7-14
FORCES (1b) - 1' Ia irnurn Compression/Maximum Tension
T P H RD 1-2--z-207/201 , 2-3=- 1141491 j --1 / , 4-5=-220211 09, 5-6= 6
8-9--4005/2041 -1 =-1021 , 10-11=-282138
E T HORD 1-17=-1 5 � 1 , 16-17-=:T-20401169 r 4-16=-1981/199 1,5-16---347/45, 47/45, 14-15 -13911799 Q-14=-124/2466
12-13=-1 /24 , 11-12--1,68/2573
WEEDS -17--142/1 1, 2-16=-398/30P 4-15--83/1991,5-15=-265/73,5-14--679/157, -
14--1468/1581
7-12;---1 07/2193. 8-12-z-2467/1973 9-12--41111695, -11--2938/21
NOTES
1) VVind:.ASCE 7-98; Mph; h= . ft' TCDD=44 p f¢ B DL=4. p f Category II, Exp C, enclosed; MWFRS jnl ri r
DO -L=1-33 prate grip DOL^ 1. zone; Lumber
TOLL_ ASCE 7-; Jif -35.0 pf (flat roof snow); Exp'
Fully p_.
Unbalanced snow load have been cin id r d for this d ire,
4) Pl t id adequate drainage to prevent water ponding,
D) This true has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live
63) All Plates are MT20 plates unJess otherwise indicated.
7) Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of true to branInt _
joint 1 and 1 Ib uplift at joint 17.
plate ������ �f withstanding 1 �I� 1� uplift t joint 1 �I a 1 1� �pli�t �t
his truss is designed in accordance wilth the 2003 Int rn2ti n2f idernti.2k Code section
referenced standard ANS I/TPI 1 _ R502-1 1.1 end R802,10-2 end
LOAD CASE(S) Standard
I
w
Structural wood sheathing directly applied or 2-11-5 oc purfin,
except end verficals,
Rigid ceiling directly applied or 4-11-12 oc bracing.
Except-.
- -0 cc bracing: -1
1 Row at m dpt 7-14
FORCES (1b) - 1' Ia irnurn Compression/Maximum Tension
T P H RD 1-2--z-207/201 , 2-3=- 1141491 j --1 / , 4-5=-220211 09, 5-6= 6
8-9--4005/2041 -1 =-1021 , 10-11=-282138
E T HORD 1-17=-1 5 � 1 , 16-17-=:T-20401169 r 4-16=-1981/199 1,5-16---347/45, 47/45, 14-15 -13911799 Q-14=-124/2466
12-13=-1 /24 , 11-12--1,68/2573
WEEDS -17--142/1 1, 2-16=-398/30P 4-15--83/1991,5-15=-265/73,5-14--679/157, -
14--1468/1581
7-12;---1 07/2193. 8-12-z-2467/1973 9-12--41111695, -11--2938/21
NOTES
1) VVind:.ASCE 7-98; Mph; h= . ft' TCDD=44 p f¢ B DL=4. p f Category II, Exp C, enclosed; MWFRS jnl ri r
DO -L=1-33 prate grip DOL^ 1. zone; Lumber
TOLL_ ASCE 7-; Jif -35.0 pf (flat roof snow); Exp'
Fully p_.
Unbalanced snow load have been cin id r d for this d ire,
4) Pl t id adequate drainage to prevent water ponding,
D) This true has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live
63) All Plates are MT20 plates unJess otherwise indicated.
7) Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of true to branInt _
joint 1 and 1 Ib uplift at joint 17.
plate ������ �f withstanding 1 �I� 1� uplift t joint 1 �I a 1 1� �pli�t �t
his truss is designed in accordance wilth the 2003 Int rn2ti n2f idernti.2k Code section
referenced standard ANS I/TPI 1 _ R502-1 1.1 end R802,10-2 end
LOAD CASE(S) Standard
Tru SS
I Truss, Tp
vJ 1 ROOF TRUSS
_
STOCKCOMPONENTS-IF, Idaho Fa. -I-1 , ID -8-
3403, E:I J.
I
4
4-4 1
_
F-
5-9-11
I ate Offsets (X --
Qtr Ply - AIJ' B RY- PE _
Job R eference lgptiin I
6-500 S Mar 8 2007 WTek Industries, I roc. Wed Jun 1'3-.,5 : 00
Page I
- _ 11 --
--
Cale = 1.23.4
X48 I
4
6
1.5A 11
TOLLI _
.IS I 0- -1
]
C E L
� I
1� de�J
(Root ino=35.0
PI�.te l•r�r �.�
� 0-6
Vert(LL)
-0,05 2-6
>999
TCDL
8-0
Lumber Inrrease 1,15
BC 0.43
' r t('TL)
R0.08 2-6
> 999
B [_L
0
Rep Stress In r NO
WR 0.39
H rz TL�
0.02
n1a
BCL
8,0
bode II o0 ITP1200
(Matrix)
LUIInr-
TOFF CHORD 2 X 4 SPF t1650F 1,5E
BOT CHORD 2 X 4 SPF 1550E 1.5E
WEBS 2 X 4 SPF-SStu dI td *Except*
4 SPF 1650F 1.5E
REACTIONS(Ib/size) 5=10 7/ e h ni f, 2=533/0 -5 -
Mix Uplift =-1 1(L ) _-, ( L
Max Gray =10, (L ), - (L
FORCES iL l x i murn COMPressionlMaximum Tension
T F, CHORD 1-2z--010. - �;-1 293/57, 3-4--265/55t-5=-487/15
B T CHORD 2-6--213/1186, 5-6--2 13/1186
WE13S 3-6�0/1 29r 3-5z--1 156/208
BRACING
TOIL H F D
BT HORD
WEB,
A
I
LidPLATES GRIP
240
N4T o169/123
n1a
Weight: 41 Id
Structural wood sheathing directly applied or 5-8-12 oc purlrn
s.
except end verticals.
IId ceiling directly applied or 10-0-0 0C bracing.
1 Row at r n idpt -
OTE
1 �Nnd: ASCE 7-98; 90mph, h ft; T DL= : p f; B C L- . p f, Cale: o II; E
DOL_ 1, plate grip DOL=1 _. enclosed; MF interior zone; Lumber
TOLL: ASCE 7-98, Pf� -o p f (flat roof snow); Ex ; Full
y Exp.
Unbalanced r�= loads have been considered for th-Is design.
This true has been designed for greater of
m1n roof Ire load of 16-0 p f or 2.00 times flit roof ictal of as -o psf on overhangs
non on urrent with other Jive loads.
This truss has been designed for a 10.0 p f bottom chord live load norrcorrourrrer-rt with.
any other Ilse loads.
Defer to girder(s) for tales to truss connections.
7) Provide mehaniaI connection (by other) of tri to bearing Ike
at joint capable withstanding11 Id ulaftat eirt r lb uplift
This truss Is designed In accordance with 1he 2,003International Residential Code sections R502-1 I.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
In the LOAD CASE(S) section, loads applied to the face of the truss are nod as front F or ba(B)-
LOAD CASE() Standard
1) S now: Lurnbr Increca=1,1 , Plate Increae=1 1
Uniform L @. (plf)
' Il: 1-2=-O
Tr pe oid2l L02d (PIf
Vert: 2=-W-2 1=- )-to-4--241(F=-1 , -120), _-O ,F= B=0) -to -5=-45(F=-22,-
Joh �.,. - -Tfr-dii-
Truss Type
Q709233 DIG ROOF TRUSS
STOCKt' PONENT LIF, Idaho FaIf , ID 33403r ERIC J.
---
.fiQtY Ply 'IU: S-PE6 #6
I
Job l of r nqt naD_
6.500 s Mar 8 2007 MiTek Industries, l roc_ fed Jun 13--,48 2007�P_
Scale =- 1;28.0
1
A
6X6
P I a t e Cs- q--O� —XYl:.- 1-2:: --= a JJ8, -I - .Edge
LOADING {psf}
in
000)
I/defl
�.a
SPACING
2-0-0
C51
{Roof Snow -35.0}
Plates Increase
1.95
TC 0.71
TCDL M�
Lumber increase
1.15
6X6
P I a t e Cs- q--O� —XYl:.- 1-2:: --= a JJ8, -I - .Edge
LOADING {psf}
in
000)
I/defl
TCLL 35.Q
SPACING
2-0-0
C51
{Roof Snow -35.0}
Plates Increase
1.95
TC 0.71
TCDL M�
Lumber increase
1.15
BG 0.31
gCLL 0-0
Rei Stress incr
NO +
W60'09
BCDL 8.0
Code fRC20031TP12002 I
(Matrix)
LUMBER
TOP IS D 2X 4 SIF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 FBF- Stud/Std
4x4
5
BRACING
TOP CHORE
BOT HPC
PLATES I P
1T20MT20 1691123
Weight: 4 ]b
Structural wood sheathing directly applied or 6-0-0 pur[in ,
Rigid ceiling directly applied or -0-0 oc bra in .
REACTIONS (I / i ) 2=387/13-0-0, 8=387/13-0-0, 12= 170/13- - , 13-227/13-0-0114z- - -
Pvl� Har 2_68 L
- � 4� � � �� � �f -227/13-0-0p 1 = 142/13-0-0
M@x LJj Fift =-1 (L 7), =-1 (L ), 13=-53(1-C 7), 14--14 (L , 11 z --- L
Max Grcav 2=581 (LC ), ), 12=1 70(L 1), 13-- 4 L ), 14=1 4(L ), 1 1-34 L 10:;-- 1 4
FORCES (lb) - M@ximum Compression/Maximum. Tension
TOP H R o 1-2=01 140, -3:z-124/36, 3-4=-77/57, 4-5z---87/76 , - =-8717 -7=- _ -
BT l� l L�2-14--2/66t 13-14=-2/66o 12-13=-2166i f66, f'� , ,i 766 "74, �-L 1 4�, - -� �� �� 4�
WEBS 5-12=- 14610, 4-13=-290/60, -14=-2 31/66 r -1 1=-290159)-1
NOTES
1 is ASCE 7- h=ft; T [L= L -t
-4. p ; e ll; Exp C, enclosed; MWFRS interior or°r Lumber
DOL -1.33 plate grip DOL=1. 3.
) True designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see M -[Tek
"Standard Gable End Detail„
TOLL: ASCE -; Pf=35.0 Pf flat roof snow E
Ur�baln n � �� � , l=oll Exp.cod snow loads have been considered for this design.
Th':s truss has been designed for greater of min roof live load of 1. . €� f or 2.00 times flat roof i
non -con urrent with ether live loads. ad of 35.0 p f n Overhangs
6) This truss has been designed for a 10.0 p f b ttOm chord five load non
7 All Plates are 1.5x4 MT20 unie s otherwise indicated. e�r� err r,t with r� �t� r f��r loads,
Gable requires continuous bottom chord bearing.
9)
e rin -
) Gable studs spaced at -Cl- .
1 0Provide necha n Ica r Conn ection (by ether- of truss to br-
� drat Rif plate capable e� itl�t��drr� 1 I� ��lk-
ft at oir�t � I
, lb LIPJA at joint 1 , 148 1b u Ja t joint 14, 52 lb uplift at joint 11 and 1 Ib uplift a p�lrfk
�i 1 } Thitri a designed in accordance with the00International >� t � t ��i �t � .
Residential ode sections R502.1 1.1 and R802.10.2 and
referenced standard ANSI/TPI 1,
LOAD CASE(S) Standard
in
000)
I/defl
L/d
' DEFL
w Vert(LL)
-.1
n/r
90
Vert(TL)
-0.14
9
n1r
80
Horz(TL)
0.00
8
n/a
n/
Wired LL
0.0
n/r
1
BRACING
TOP CHORE
BOT HPC
PLATES I P
1T20MT20 1691123
Weight: 4 ]b
Structural wood sheathing directly applied or 6-0-0 pur[in ,
Rigid ceiling directly applied or -0-0 oc bra in .
REACTIONS (I / i ) 2=387/13-0-0, 8=387/13-0-0, 12= 170/13- - , 13-227/13-0-0114z- - -
Pvl� Har 2_68 L
- � 4� � � �� � �f -227/13-0-0p 1 = 142/13-0-0
M@x LJj Fift =-1 (L 7), =-1 (L ), 13=-53(1-C 7), 14--14 (L , 11 z --- L
Max Grcav 2=581 (LC ), ), 12=1 70(L 1), 13-- 4 L ), 14=1 4(L ), 1 1-34 L 10:;-- 1 4
FORCES (lb) - M@ximum Compression/Maximum. Tension
TOP H R o 1-2=01 140, -3:z-124/36, 3-4=-77/57, 4-5z---87/76 , - =-8717 -7=- _ -
BT l� l L�2-14--2/66t 13-14=-2/66o 12-13=-2166i f66, f'� , ,i 766 "74, �-L 1 4�, - -� �� �� 4�
WEBS 5-12=- 14610, 4-13=-290/60, -14=-2 31/66 r -1 1=-290159)-1
NOTES
1 is ASCE 7- h=ft; T [L= L -t
-4. p ; e ll; Exp C, enclosed; MWFRS interior or°r Lumber
DOL -1.33 plate grip DOL=1. 3.
) True designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see M -[Tek
"Standard Gable End Detail„
TOLL: ASCE -; Pf=35.0 Pf flat roof snow E
Ur�baln n � �� � , l=oll Exp.cod snow loads have been considered for this design.
Th':s truss has been designed for greater of min roof live load of 1. . €� f or 2.00 times flat roof i
non -con urrent with ether live loads. ad of 35.0 p f n Overhangs
6) This truss has been designed for a 10.0 p f b ttOm chord five load non
7 All Plates are 1.5x4 MT20 unie s otherwise indicated. e�r� err r,t with r� �t� r f��r loads,
Gable requires continuous bottom chord bearing.
9)
e rin -
) Gable studs spaced at -Cl- .
1 0Provide necha n Ica r Conn ection (by ether- of truss to br-
� drat Rif plate capable e� itl�t��drr� 1 I� ��lk-
ft at oir�t � I
, lb LIPJA at joint 1 , 148 1b u Ja t joint 14, 52 lb uplift at joint 11 and 1 Ib uplift a p�lrfk
�i 1 } Thitri a designed in accordance with the00International >� t � t ��i �t � .
Residential ode sections R502.1 1.1 and R802.10.2 and
referenced standard ANSI/TPI 1,
LOAD CASE(S) Standard
Job
Truss
Truss Type0709233
--_�
D ROOF TRUSS
o h Reference (optional) MPONE T -fF, Idaho Falls? 0 834035 El J J. . r __
1ncu tri t Inc. _ Wed Ju
r—1-3-_:53-'5_3 2_00 P _
"'
_v-, _- _
-- - 13-0-0
L-1
Scale = 124.7
0
6_007FY
_T1
.�r
--
3-8-4
LOADING (psf)
TOLL 35.E SPACING-
(Roof Snow=35.0) Plates Increase 1�1
T IT -0 Lumber Increase 1.1
B CLL 0.0 Rep .stress I nrNO
-
B CDL 8r0 Code I' 0 /TPl2002
LUMBER
TOP CHORD 2 X 4 SPIF 1 5,OF 1,5E
BOT H RD 2 X .6 DF N .2
WEBS 2 X 4 SPF-SStud/Std
REACTIONS Ibli ) 7z:243610-3-8, -120710-3-8
Max Hort =L )
Max Uplift 7=- L C 8), ==14 (L 7)
M ax G rav 7=2975(L ), 2=1 1 (L )
11
A
CSI
TC 0.20
B -4
B 0.87
(Matrix)
--1
4A 1
4
-=1
2-9-12
ZX4 ! 5x5 =
DEFL
iri (10C)
I/ f
Lid
Vert(LL)
-0,06
240
'(TL
-0.09 9
> 9 %9
180
H r (TL)
x_02 7
nor
n/a
BRACING
TOPCHORD
ESOT HD
13-0-0
PLATES GRIP
TO 159/123
VVeight,, 124 l
,structural wood sheathing directly applied or -0- cc purlins.
Rigid celling directly applied or 10-0-0 oc bracing,
FORCES (Ib) - i imuM Compression/Maximum Tension
TOP CHORD 1-2-0175, - - 2773/1 r t 3-4z---2800/204, 4-5--2774120 1 _ 5-6=-4032/286 6-7=-47331333 CHORD -11--1 40/2414 10-11-1 40/241 o 9-10--22013571, 8-9'--281/4183, 8-12=;-281/4183, 81/41
a , --�-75/960, 5-�-1 69/2350, 5-10--20371151, 6-9--1040110
NOTES
-ply truss to be connected togeth ar with I Od (0, 1r1'F nails as toll- ws:
Job
Truss Truss Type Qty ply - - S—P
Q7092"33
D2 R-00FT U
3-- 4-03 E R I G J.
STOCK COMP ONIENTS-F, —1daho..- Job Reference (QRfionaD
F211s, I -
6.500 s Mar 8 2007 MiTek Industrie s,'InC. Wed Jun 20 13:-53--56 2007 Pac
je 2
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert- 1-4=-43, 4-7--431 2-12--8, 7-12--z-434(F=-426)
Concentrated Loads (1b)
Vert: 9=-1684(F)
Job
e
a
-- - Truss
E9G
Truss Type -
IROOFTRUSS
TOCK COMPO I� EN_ T �-[F, Idaho Fall p ID 83403 2
34 32 EMC J.
__-
2-0-a
-11-
11-
4x4
It -
i
Joh Reference (o ti nal _
.500 S Mar 8 2007 MiTek Industries, Inc. Wed�Jun 20 13:54---
1,03 2007Page I
17-11-0
P
7-11-8—_
C2Ie = 1 :32.8
Plate�Offet a -
L2:o1-5,Ed ej, [10-:0-1-5 Edgel
R
TALL
SPACING 2--
(Roof t now=35.0) Plates Increase 1.1
TDL 8-0 Lumber Increase 1.1
BOLL 0�0 rep Stress In r NO
BCDL Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1_5E
BOT H R D 2 X4 SPF 165OF1.51E
OTHERS .2 X 4 SPF -S Stud/Std
CSI
TC 0.71
BC 0.32
WB 0.09
(Matrix)
i -11--0
DEFL In
Vert(LL) -0.12
Ve rt(TQ -0,13
H rz(TL) 0-00
Wind(LL) 0-04
BRACING
TOP CHORD
T H 1 D
(1 o)
I/d fF
b/d I PLATES GRIP
1
n/r
90 MT201691123
n/r
80
10
n /a
n/2
11
n/r
120Weight: 58 I`
tru tural wood sheathing directly applied or 6-0-0 oc purlins,
Rigid ceiling directly applied or 10-0-0 oc bracIng.
FSE TI I- ibl i ) 2-387/15-11-0, 10-387115-11-0, 15z-,184/15-11-0, 16=19-6/15-11-0, 17--z236/15-11-0p 01 _ 13=236/15-11-0
may pi_
12-80115-11-0
Pvlax Harz 2=76(L -C7)
1 1,2 Uplift =-1 (L 7), 10=-1 L ), 1 _- (L , 17-- 4(L L 1 7), =- l 7_
Mar 2-581 L 1 0=581 _ _ � � �' 1=�� �r 1 -��L , 1 =-.1 L �
(L 1. 1 1 4(L 1), 16-2 (L ), 17z- 4(Ly )a 18= 1 4(L , 14429 L 1
� � �a 44L , 1 1 4(L )
FORCES (I - I a irrlumompr i n. Maximum Tens -ion
TOS' CHORID 1-2-01140, 2-3=-1 16/34, 3-4--75150, 4-5-84/72, 5-6--87190, 7-8=-84/54, j 0=-1 101120,
10-11-0/140
BOT H D 2-18=0/752 17-18=01'75t 16-17--0/751 15-15-0/75, 14-15^0 `75, 13-14=;0/753 12-13=0/755
75
WEBS 6-15--149/0, 5-16;-273/501 4-17=-286/03, 3-18=-1 74/885 -14=-273/48.8-13-280163,
TE
1) Wind_ ASCE 7-98; 90 -mph; h=2 ft; T DL =4. p f; CDL=4, p fF Category 11; E ;nclo d, WF
[SOL -1.33 plate grip DOL -1.33-
RS Interior r -M, Lumber
Truss designed for wird loads in the plane of the truss only- .dor studs aced to rind normal t
"Standard Gable End Detail"
� � � t� fad; e IfT�e
a) TOLL= ASCE 7-98 ; Pf=35_0 p f (flat roof snow); Exp Q Fuil ° Exp.
Unbalanced snow Goads have been considered for this design.
This truss has been designed for greateir of ~Tiro roof live lead of 16-0 p f or 2.00 tunes flat roof f
oad non -eon urr nt with nth r live loads.f f n overhangs
This truss has been designed for a 10-0 p f bottom chord We load n nconcu rr
int with any other lle loads -
7) All plates are 1.5x4 Pv1T 0 unless Otherwise indicated.
81) Gable requires continuous bottom chord bearing.
Gablestuds spaced at 2-0-0 o .
10) Provide mechanical connection (by others) of truss to bearing lateE .
p��I f withstanding 123 Jb uplift at joint 2, 17 115 uplift
at joint 1, 2 Jblift t joint 1 4 lb u
� � � pia at ��F�t 1, 1 �. � I� u pl int t joint �# 1 , I b r�p�f � t ��i rpt �i 4, I� uplift at joint 1 ��
1 1 b uplift at joint 12.
11) This truss is de k neid in accordance with the 2.003 International Residential Code sections R502.1
referenced standard ANS [ITPI 1 _ .1 d I . end
LOAD CASE(S) Stancfard
Job Tru'ss Truss Type
Q709233 E2 ROOFTRU
SS
STOCK COPoPONENT S -IF, Idaho Falls, ID 83403, ERIC J -
4x5 --.
1 4
It
N
15-00 F1-2
A r'- . -
I
Qty Ply SAINSBURY: SPEC #6
Job Reference (op!j�on
6.500 [lily 8 2007 MiTek I nd' ustries, I nr,- )N
ed Jun 20 13.54--09 2007 Page I'
1.5A
15-11-0
4-3-0
17-1 1-0
2-0-0
S�:ale 1:32-8
-05
Ul 0 =1
in (10C)
I/defl
4-3-0-
Vert(LL)
0-07 6-8
7-11-8
7-11-8
Plate Offsets
-0.156-8
[2 - 0-7 -
b.0Edge], [6:0-0-7,Ed. gel
4-3-0
Horz(TL)
0.03 6
3-8-8
35.0
4x5 --.
1 4
It
N
15-00 F1-2
A r'- . -
I
Qty Ply SAINSBURY: SPEC #6
Job Reference (op!j�on
6.500 [lily 8 2007 MiTek I nd' ustries, I nr,- )N
ed Jun 20 13.54--09 2007 Page I'
1.5A
15-11-0
4-3-0
17-1 1-0
2-0-0
S�:ale 1:32-8
-05
Ul 0 =1
REACTIONS (Ibolsize) 2-987/0-3-8,6-987/0-3-8
Max Horz 2-76(LC 7)
Max UP1jft2=-136(LC 7)E 6=--136( LC 8)
Max Gray 2=1 245(LC 2), 6=1245(LC 3)
CSI
TC 0.71
BC 0.38
VVB 0.31
(Matrix)
15-11-0
7-11-8
4X10
DEFL
in (10C)
I/defl
L/d PLATES
Vert(LL)
0-07 6-8
>99,9
7-11-8
Plate Offsets
-0.156-8
[2 - 0-7 -
b.0Edge], [6:0-0-7,Ed. gel
LOADING (psf)
Horz(TL)
0.03 6
TALL
35.0
SPACING
-
20-0
(Roof Snow=35-0)
P12te.S Increase
1.15
TCL
8-0
Lurnber Increase
1,15
ALL
0-0
Rep Stress In
YES
BCDL
8.0
Code IRC2003,'TP12002
LUMBER
TOP HAD
2 X 4
SPF 1 1.5E
BOT CHORD
2 X 4
SPF 16650F 1.5E
WEBS
2 X 4
S PF -S Stud/Std
REACTIONS (Ibolsize) 2-987/0-3-8,6-987/0-3-8
Max Horz 2-76(LC 7)
Max UP1jft2=-136(LC 7)E 6=--136( LC 8)
Max Gray 2=1 245(LC 2), 6=1245(LC 3)
CSI
TC 0.71
BC 0.38
VVB 0.31
(Matrix)
15-11-0
7-11-8
4X10
DEFL
in (10C)
I/defl
L/d PLATES
Vert(LL)
0-07 6-8
>99,9
240 MT20
Vert(TI-)
-0.156-8
>c499
1�1
180
Horz(TL)
0.03 6
n1a
n/a
BRACING
TOP Hifi
BOT CHORD
FORCES (1b) - Pvlaxirnum Corn pression/Ma xi mum Tension
TOP CHORD 1-2-z0/14 t 2-3=-14 5/68, 3-4=-9,31/50y, 4-5=-931/50, 5-6=-1 425/69, 6-7=0/1 41
BOT CHORD 2-8=-43/1144, 6-8z---611144
WEBS 3-8=---521/80, 4-8=0/416, 5-8-521181
Weight., 56 lb
GRIP
169/123
Structural wood sheathing directly applied or 5-8-4 OrL., purlins.
Rigid ceiling directly applied or 10-0-0 oc bra cars g -
NOTES
1) Wind: ASCE 7-98; 90rnph- h---725ft; TCDL-z4.8psf, BCDL= 4.8psf; Category 11; Exp C, enclosed; MWFRS interior zone- Lumber
DOL -1,33 plate grip DOL=11.33.
2)
TOLL- ASCE 7-98, Pf-35.0 p (flat roof snow); Exp.- Fully Exp.
3) Unbalanced now loads have been considered for tlh[s�desjgn-
4) This truss has been designed for greater of miry rOOf live 10ad of 16.0 psi or 2.00 firnes flat roof load of 35.0 psf on overhangs
non- conc,urrent with other live loads.
5) This truss has been des Igned for a 10.0 p.sf bottom chord live load narecon current with any other live loads.
6) Provide mech2niCal Connection (by others) of truss to bearing pkate capable of w1thstanding 136 lb uplift 2tjoilnt 2 and 136 Ib
uplift at joint 6.
7) This truss is designed in accordance with the 2003 Intecnational Reside ntlal Code sections R502.1 1.1 and R802.10.2 and
referenced stand@rd ANSI/TPI I -
LOAD CASE(S) Standard
Truss Type - - Pry .-_ 11[3Ul: SPEC #
709233 E3 ROOF TRUSS
2
,fob Reference qtiol
n
STOCKCOMPONENTS-IF, Idaho Fa'l'ls, ID 834031 FRIG J.
500 Mar' 2007 d iT Industrie__ , Inc. ,fed Jun2-b-1-3-:541--3-20-0-7' _ _
-- 3y -
6.00 1
M
2� r
4x5 11
K
@Ie = 1-25,9
.7
1cs
8
3.x4 11
--
Plate Odef A ` : - - - - 0 [5:0-3-9,0-2-0
LOADING (psf) SPACING 1-00
TOLL 35.0,
Roof � -� Plat Increase 1_ `I
TDL _ 3.0 Lumber Increase 1.1
BALL 0-0 Reo
Stress Inr NO
B DL 8.0 Code IRC2003ITP12002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1,5E
BOT CHORD 2 X 6 DF No -2
WEBS X 4 SPF -S SPF-SStud/tcf *Except*
W3 2 X 4 SPF 165OF I_5E
REACTIONS alb/size) 1=352810-3-8, 5z3528/0-3-8
Ma
z /- -
a .Hort 1=-23(L
Max Grav 1=3 ,(L ), 5 3596 (L 3)
1
TC 0.27
BC 0.71)
WB 0.59
(Matrix)
7
6X8
DEFIL
``rt(LL)
Vert(TL)
Hor(TL)
BRACING
TOP FAD
BOT HOOD
FORCES (lb) - M2 imurn Cornpr i n/Ma ir-um Tension
T P H O R 1 -2= -5913i537)2 -3--4092)'387,3-4=-4092/387j4-5--5914/537
BOTCHORD 1-8=-481Y'5237,7-8=-481/5237.6-7--460/5237,5-6--460`/52,37
WEBS 2-8=- 13 311590 P 2-7--1921/1-93, 3- �-314/3445, 4-7;--- 1921/193, 4-6z--- 13 9
ax -F 4x8 ��
d
240
180
n
PLATES GRIP
MT20 169/123
Weight: ht: 1391b
Structural wood sheathi-ng directlyapplied or -0-0 o- urlir� .
Mid c fJin d'ire tl , applied or 10-0-0 o bracing,
MOTES
12 -ply truss to be conn ected together with 1 Od (o-131 " 3") rails as follows:
Top chords connected as follows- 2 X 4 - 1 row at ()- - coc_
Bottom hor�d onn t d f oll�o - X - roes at - -0 cc.
Webs connected as follows- 2 X 4 - 1 row at 0-9-0 or, -
2) All load are considered equally applied to all plies, except if noted2 fr nt (F or beck E face ars th
Pry tpiconnections have been ���r��d to distribute or�1 Io � � � L� CASE(S) section -
Pry �#od �F or ( B)� unless 0th er°`i�� indicated,
3 Wind; ASCE. 7- 3; ornph-. h 25ft; T DL�4. p f„ L- . p f; t fl; . .
D L` 1.33 pl ate rip DOL=1.33. � �enclosed-, � i nt ri or zone; Lumber
TOLL: ASCE 7-98; Jif -35,0 Psf (flat roof now); Exp Full Exp.
U n a [ant} e n raw load have been corn id rd for �
this doirr_
This truss has been designed for a 10,0 ,p f bottom chord rive load noncon a rr nt with-
Providemechanical connection (bothers) of tri to boarir� I n other Ir�� loads.
uplift at joint . � �t � ��Po 01" withstanding 3 I� uplift t joint � �� 3 J�
his truss is designed 1n accordance with the 2003 International Residential
Code sections F.1 1 . 11 and R802.10.2 and
referenced to nda rd ANS I/TPI 1.
Girder carries ti -in span(s): 13-0-0 from 0-0-0 to 15-11-0
LO
-11 -
LO D CASE(S) Stand@rd
1 pow: Lumber Increase= I.1 Plate Increase -1.1
Uniform Loads (plf)
Vert: 1-3=-43, 3--5--43, 1-5_-409(F;--;-401)
J'cb Truss Truss Type
10709233 J1 ROOF TRUSS
STOCK COMPONENTS -11F. Idaho Falls, ID 83403, ERIC J_
co
1
LOADING (psf)
TCLL 35TO
(Roof Snow -=35.0)
TCDL 8.0
BOLL 0-0
E3CDL 8.0
-2-0-0
SPACING 2-0-0
Plates Increase 115
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003ITP[2002
LUMBER
TOP CHORD 2 X 4 SPF 1 1,51E
BOT CHORD 2 X 4 SPF 1 1_5E
6_00 F12-
2
CSI
TC 0.64
BC 0-03
W8 0.00
(Matrix)
REACTIONS (lb/size) 2z--377/0-3-8, 4_16/Mechanical, 3--18/Mechanical
Max Horz 2-74(LC 7)
Max Uplift 2=-130(L,C 7), 3=-165(LC!9)
Max Gray 2=573(LC 2), 4z--35(LC 4), 3z--27(LC 7)
FORCES (lb) - Maxi 'mum I
COMPresS'On/Maximum Tension
TOPCHORD 1-2-01140, 2-3z--1 30/12
BOT CHORD 2-4=0/0
T1
Qty
Ply SAINSBURY: SPEC #6
14
Joh Referer�ce
6.500 Sfilar 8 2007 MiTek )ndustries, lrir, Weed Jun —
,20 13:5417 2007 F
3A =
BRACING
TOP CHORD
BOT CHORD
ori
PLATES
MT20
Weight: 7 lb
GRIP
1971144
Scale =; V3,8
Structural wood sheathing directly applied or 1 -11 -11 oc purlins.
Rigid ceill.rig direct.,ly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90rnph, h= ft TCDL,_4.8psf; BCDLA 4,8psf; C2te,90ry 11', Exp C, enclosed; MVVFRS Interbirzone; Lumber
DOL=1,33 plate grip IDOL=1.33-
2)
TOLL.- ASCE 7-98- Pf-3:5.0 p (flat roof snow)- Exp C; Fully Exp.
3) Unbaianced snow loads have been considered for this design.
4) This truss has been designed for greater of rnin roof live load of 16,0 psf or 2.00 firnes flat roof load of 35,0 P$f on averh angs
non -concurrent with other Jive loads,
5) This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections -
7) Provide rnechanical connection Eby others) of truss to bearing plate -capablof
miff at joint withstanding 130 Jb uplift at joint 2 and 165 lb
3.
8) This truss is designed in �accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) St@ndard
DEFL
in (Ioc)
I/ fl
L/d
Vert(LL)
-0-00 2
>999
240
Verl(TL)
-0.00 2-4
>999
180
Cho rz(TL)
-0.00 3
n/a
nl@
BRACING
TOP CHORD
BOT CHORD
ori
PLATES
MT20
Weight: 7 lb
GRIP
1971144
Scale =; V3,8
Structural wood sheathing directly applied or 1 -11 -11 oc purlins.
Rigid ceill.rig direct.,ly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90rnph, h= ft TCDL,_4.8psf; BCDLA 4,8psf; C2te,90ry 11', Exp C, enclosed; MVVFRS Interbirzone; Lumber
DOL=1,33 plate grip IDOL=1.33-
2)
TOLL.- ASCE 7-98- Pf-3:5.0 p (flat roof snow)- Exp C; Fully Exp.
3) Unbaianced snow loads have been considered for this design.
4) This truss has been designed for greater of rnin roof live load of 16,0 psf or 2.00 firnes flat roof load of 35,0 P$f on averh angs
non -concurrent with other Jive loads,
5) This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections -
7) Provide rnechanical connection Eby others) of truss to bearing plate -capablof
miff at joint withstanding 130 Jb uplift at joint 2 and 165 lb
3.
8) This truss is designed in �accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) St@ndard
Job Truss True Type
Q709233 J2 ROOF RUSS
STOCK COMPONENT -IIF. Ida—ho Falls, ID 83403 ERIC J_
-2-0-0
2-0-0
2
6-00 12
--------- - r
Qty
ply SAINSBURY- SPEC #6
4
Job Reference (qp�fionall)
6.50-0 s kl@r 8 2007 MiTek Industries, f6E'e_d''Ju_
n
54'23 2007 Page I
1
LOADING (psf)
TGLL 35-0
SPACING
2-0-0
(Roof Snowz;35-0)
Plates Increase
TL 8.0
L umbe r Increase
1-15
BCLL 0_0
Rep Stress In
YES
BCD L 8
.0
Code IRC20C.3/TP12002
LUMBER
TOPCHORD 2
X 4 SPF
1 1-5E
BOT CHORD 2
X 4 SPF
1650F I .5E
CSI
TC 0,71
BC 0.11
WB OM
(M at ri x)
REACTIONS (Jb/slze ' ) 3=915/Mechanica1, 2-43410-3-8, 4=30/Mechard cal
Max Horz 2z 10 1 (LC 7)
Max Up1jft3=-77�LC 9), 2--11 C 7)
FORCES (lb) - I'Aaximum Compresslon/Max�rnum Tension
TOPCHORD 1-2-_0114 , 2-3=-1 54147
BOT CHORD 2-4=010
LM -F
Q
Im
Scale — 1:12.7
DEFL
I Vert(LL) I n (loc) I/defl Lid PLP
ATES GRI
-0-01 2-4 >999 240 MT20 197/144
Verl(TL) -0-03 2-4 >999 180
Harz(T1L) -0.0o
3 n/a n/a
Weight: 12 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing,
N
OTES
1) VVind, ASCE 7-98; 90rnph� hz25ft; TCDL_4,8psf, BCDL= 4.8psf, Category lil,' Exp Q enclosed; MVVFRS interior Zone; Lumber
DOL -.;--1,33 plate grip DL -33.
2)
TOLL: ASCE 7-98, Pf=35-0 p (flat roof snow); Exp C; Fully Exp_
3) Unbalanced now loads h@ve been considered for this 3 design.
4) This truss has been des Igreed for greater of rnin roof live to Of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) This truss has been designed for a 10-0 psf bottom chDrd Jive load nonconc-urrent with any other live loads.
6) Refer to girder(s) for true to truss connections,
7) Provide mechanical connection (by others) of truss to bearing plate ca pable ofwit hsta n d i n g 77 lb u pli
t joint ._
ft at joint 3 a nd 112 lb u pl ift
2 2
8) This truss is designed Jn accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and
referenced standard ANSI/TPI 1,
LOAD CASE(S) Standard
Truss -.
rTrus s Type
Q709233 J3
FBF TRUSS
1
STOCKCOMPONENTS-IF, Idaho FII, -I D 841 ERIC 1 - _ ----
i --0
2-0-0
Qty FSI j SAINT §_B 'RY- SlyEC #6- -
o4
Job Reference (optional) -
6.500 s Mar 8 2007 MiTekJ trd , Inc, Wed Jun 20 13:5-4,29'-
2007 P2e l
2
v
1
F`� f
-A
- F
�r
y
1
}M9 go
1
54
1
5-11-11
Kn. 12.0-2-100-1_�J_
LOADING (psf)
TOLL 35.0 SPACING 2-0-0 l DEFL fn
(Io� l/defl L/d PLATES .
(Roof Snow=35_0) Plates Increase �.1 T 0,r1 Vert(LL)
0 - .- 240 MT 197/144
TCL �.� Lurr�her lnrreme 1 � .1
BOLL 0.0R StressInr E
B C L Cede II !0 .3/TP1200 .
LUMBER
TOFF CHORD 2 X 4 SPF 1650F 1.5E
BOT II I D 2X 4 SPF 1650F 1,5E
0 U.
B 0-00 )
REACTIONS (11b/size) 3-203/1" e hani al, - 1 iO- - , 4-46/Mechanical
MaxHor -1 (L 7)
Max UP1!ift3=- (L ), �-10 L 7
Max G rav -313�L )a =76 (L ), =104(L )
FORCES (lb) - MaXiMum Compression/Maximum Tension
TOP CHORD 1-2=011 42, 2-3:-;- 198/110
BOT CHORD 2-4=0/0
rl(TL)
-0.14
-4
me
1(
H, c r (TL)
54
1
5-11-11
Kn. 12.0-2-100-1_�J_
LOADING (psf)
TOLL 35.0 SPACING 2-0-0 l DEFL fn
(Io� l/defl L/d PLATES .
(Roof Snow=35_0) Plates Increase �.1 T 0,r1 Vert(LL)
0 - .- 240 MT 197/144
TCL �.� Lurr�her lnrreme 1 � .1
BOLL 0.0R StressInr E
B C L Cede II !0 .3/TP1200 .
LUMBER
TOFF CHORD 2 X 4 SPF 1650F 1.5E
BOT II I D 2X 4 SPF 1650F 1,5E
0 U.
B 0-00 )
REACTIONS (11b/size) 3-203/1" e hani al, - 1 iO- - , 4-46/Mechanical
MaxHor -1 (L 7)
Max UP1!ift3=- (L ), �-10 L 7
Max G rav -313�L )a =76 (L ), =104(L )
FORCES (lb) - MaXiMum Compression/Maximum Tension
TOP CHORD 1-2=011 42, 2-3:-;- 198/110
BOT CHORD 2-4=0/0
rl(TL)
-0.14
-4
>500
1(
H, c r (TL)
-0.00
n1a
n/,(
13F JAI
T P H RD
ESOT H RD
i fit: 17 lb
Structural wood sheath in directly applied or 5-11 -1 1 0c ,purlins,
Rigid rd ceiling direCtly 2pplied or 10-0-0 oc bracing-
NOTES
ra in -
N TE
fWind: ASCE 7-98, 90rnph, h= ft; T L= . p f, 1DL=4.3p f Category II, E . enclosed. I��I��, F
DOL -1-3 plate grip DOL- 1 -3.
� 1 interior �rM Lumber
T LL.' I E 7-98 Pf-35.0 p f (flat root snow)- Exp, Fully Exp_
ow
3) Unbalanced nloads have been considered'for thi dein_
4) This truss has been de_i d n for greater of miry roof live fond Of 16.0 p f or .x. 00 t1me. flat roof l d 1'
non- ncurrent Frith other Jive loa .. 5, pf on Overhangs
5) This truss h2s been designed for a 10-0 psf bottom chord live load nonco curre rpt with any ether live
Defer to frder( ) for truss. to truss onnections. Card .
7) Provide mocha n i ca I connection (by ethers) of truss to bearing plate capable of withstanding
at joint .
p � I� uplrft et �•rr�t 3 end 1 � f� �aplrft
8 This truss is designed in accordance with the 2003 International F esidenti2l Cede sections 8502.11.
1 and R802.10.2 and
r teren .,d st2ndard ANS I /TP1 I _
.LOAD CASE(S) Standard
Ie = 1:16,
Joh -Truss ��� � T - -pe
709233 M1 C
�MONO TRUSS
STOCK P NE T IF, Idaho FaII } —IX3403, ERIC J., –_.—
- 4-1-8
"0-0 4-1-8
Qty Ply Y SPEC #6
SAINSBUR
i
1 i
- i_ ---- _b Referee, trona[
6.500 s Mar 8 2007 MiTek Industrie, Inc, Wed. J -u' n 13:543-5-2007- Page .I
1.5x4
El
1
U MJNE��
+� 3x4
6 -
L� J
Plate Offsets (X,Y): [2:Q -1-12,Q-
0-21_
LOADING lnsf]
TOLL 35,0 SPACING --
(Roof Snow -35.0) Plates Increase 1.1
T I L 8.0 Lumber Increase 1,1
BOLL 0.0 Rep Stress In r YES
B DL 8.0 Code I F 003/TP 12002
LUMBER
TOPCHORD 2 X 4 SPF 1650 1.51E
BOTCHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF- turd/Std
I E T.I I (lb/size) 2-61610-5-8, 5=35910-5-8
Hort 2=1 (L 7)
faxpfift �-11 1 6� L 7), - (L )
Max Gray .-1 (L )r -521 L )
i
TC 0.76
BC 046
0.28
(Matrix)
FORCES (lb) - Maximum Omer ion/Ma imum Tension
TOPCHORD 1-2=0/142, 2-3=-667/45; -4�-132/76 a 4- =- 1/47
BOTCHORD 2-5--81/461)
WEBS -=- 1 / 1
DEFL
Fri 00,
I/defl
Ud
Vert!_L)
-0,19 2-5
>484
240
rI(TL)
-0.42 2-5
>220
180
H .r (TL)
0.01 5
n/a
n1a
BIN
TOP CHORD
13T CHORD
PLATES
MT20
Weight, 30 1b
RIFE
169/123
Structural wood sheathing directly applied or 6-0-0 oc pudin ,
except end verticals.
Iii gid ceiling directly applied or 6-0-0 oc bra iin
TE
1 rind- ASCE 7-98; 90mph; h= ft; T DL= . psf; E L L=4. p f, Category 11; Exp enclosed` 1 F intim
COOL=1 plate grip DOL -1 _ � �r �r zone; Lumber
TOLL: ASCE 7-98; Pf- -0 p f (flat roof now); Exp ; Fully Exp.
Unbalanced snow loads have been ccrisidered for ffs design.
4 This true has been designed for greater of min roof five load of 16.0 p f or 2.00 times flat ro f
non-concurrent with other live loads. I d 1` . �-
_ f ry Overhangs
5) This truss has been de5lgned for a I 0.0 p f bottom chard live load n n on u rr nt witlh another
Prid mechanicalo�� r� din nth r� f true to live Ic�� d.
at J int 5.
bearing plate Capable of ith t �ndin 106 Ib uplift t joint and Ib uplift
7 This truss is designed in accordance with the 2003 International Residential Code sections R5-02.1 _ 1
tufa r n cel standard ANS J/TPJ 1. �d P802.10-2 n�
LOAD CASE(S) Standard
caJe = 1:22.4
,fob - w Truss t
russ T
ypeI
ROOF TRUSS
STOCK COM PONE - NTS -1 F, Idaho Fall.,, I D 83403, ERI C J.
Qty Ply SAINSBURY- l -E
1
Job Reference (optional
i iT k Industries, Inc. d ,dun 20 113-.-5-4:4-5 2007 Page Ii
�. -- --
- -0-0
2x4 1
5
ON 1
2-3-8
2,3-8
Rate off5ets (X,yL[2;0-0-7,Edg� , 0-4-s1
LOADING (psf)
T I L 35.0 SPACING 2-0-0
Roof n w- 5.o Plates Increase 1.1
T DL 8.0 Lumber Increase 1,1
POLL _o Rep Stress Inr YES
BCDL &0 Code I F oo /TP 1200
LUMBER
TOIL CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 PF- tud[td
REACTIONS (lb/size) 6366/Mechanical, 2=611/0- -
f'
Max Hor � 160 (Lc 7)
Flax Up1ift6z---(L 7), =s1 (L )
MaxGray -1 L )a =(L+ )
.Jxq II
cf
TC 0.71
B C 0.5D
W13 0.4
2tri1
FORCES (1b) Maxi Uro OMPr ion/ a imum Tension
TOP CHORD V-2;--0/141, - -i188,- --575/1 ,4-5=-143136t
- --•14313 5-6--151/36
BOT CHORD 2-8=-206/442, 7-8=-1 25/5 -7--7 -
7--34/972
EE 3-6--479/7% 4-6=-534/88
DEFL
Vert(LL)
crt(TL)
Ho(TL
——o
5'8_8
ire IOC) I/dfi
-0.o 6-7 >999
0.04 n/a
BRACING
TOS' H R D
BOT HC
Ld
240
180
n1
0
PLATES GRIP
MT20 169/123
Weight,- 34 ib
Structural good sheathing directly a ppfi d or 6-0-0 o purl iris,
except end verticals.
Frigid Gelling directly applied or 6-0-0 oc bracing. Except:
6-0-0 oc bracing., -7
N OTES
1 ) Wind: ASCE 7-a. 90rnph; h=f#, TDLi4,Pf; BCDL=4.pf; Category [l' E -
DOL -1.33 plate grip DOL=1.33. enclosed, d, I' " >=F � t r� r , Lumber
TOLL: ASCE 7-98; Pf=35rO p f (flat roof now), Exp Q Fully Ex3) p,
Unbal2nced snow icadls have been ns. d rod for this design -
4) Thitruss has been designed for greater of rain roof Jive load of 16.0 p f or 2.00 times flat roof load of 35,0 p f on overhangs
non -concurrent with other five l€ ad -
5) This truss has bo. en ' n d for a 10.0 p f battorn chord ilive load nonconcurr nt w1th ars Other five
' loads -
6)
This true requires plat
e inspection per the Tooth Count Method when this truss- '
� boy 1F�r ��.I�t 2sSurance inspection,
Refer to g ird r( ) for truss to truss con recti crus.
Provide rnich 2 n iJ connection by others) of tri ko �t joint bearing Jitwithstanding- _
at joint - � � cep �I �f�b uplaxt and 102 lb uplift
Th is truss is design ed it ccordaface. with the 2003 int rntional Residential c
dtion s R502.1 1 .1 end R802.10.2 a n
referenced standard ANSI/TPI 1,
LOAD CASE(S) Standard
Scale = 1;22.3
Job fru Tri,. Type� _ _ ------ . _
e Qty Flys r IB`�': SPEC
X07092331
ROOF TRUSS
STOCK I' P HENT -[F, Idaho Falls, ID 83403, ERI J_
6 500 S Mar 8 2007 MiTek Industries, i nc. Wed Jun 20 13:54-.:51 07 Pagel
-2-0-0 .6-6-0
2-0-0 6-6-0
4x4 - "@1e = 120.1
6
7
I
LOADING (psf)
-'-
Vd fI
!--
TALL,
35O
--
(Roof ����_�
lilt Increase
� � 1
TL
.�
Lumber Increase
1.1
BALL
�a
p StressIr�r
'E
ECRL
,.
ITII
LUMBER
-
T PHORD
2 X4
SIF 21OOF I_8E *Except'
T2 2 X 4 SPIF 1650 1.5E
BOTCHORD
2 X
4 SPF 165OF 1.5E
WEBS
2 X
4 SPF-3Stud/Std
REACTIONS
(lb/si
) = 1 V - - , = 366/I' e h an i aJ
Max
H - -1 (L 7)
MaxUpJ
ift =-1 15(L 7)3 =- 8 (L
x
Grp . =895(L ), =8 (L
FORCES I -maxtmum Com press i n/l l 2xirr um Tension
T P H D 1-2-01141, - =-407/0,, 3-4--192/6, 4-5z---419/3
BOT OR 2-6=0/-4p, 8, 5-6=0/0
WEBS 3-6-210/68 4-6=0/365
CSI
TC 0,74
BC 0.27
B0-27
(Matri )
DEFL
-'-
Vd fI
!--
Vert(LL)
--0 -8
240
Vert(TL)
x
>850
180
Hor (TL)
-00 5
n/a
n/a
CSI
TC 0,74
BC 0.27
B0-27
(Matri )
DEFL
-'-
Vd fI
!--
Vert(LL)
--0 -8
CSI
TC 0,74
BC 0.27
B0-27
(Matri )
DEFL
in (Jo)
Vd fI
L/d
Vert(LL)
--0 -8
240
Vert(TL)
-0-11 -8
>850
180
Hor (TL)
-00 5
n/a
n/a
BIN
TOFF HFA
BOT CHORD
K
6 3A
1.5x4
`o`
1-6-0
PLATES GRIP
MT20 169/123
Weight-, 0Ib
Structural wood SheathIng directly applied or 8-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc brin-
OTE
)Wind: ASCE 7-98, 90rnDh, h=.ftp TSL=_psf, 13DLm4.,8f Category 11; E
xp Q I L-z`I. Iate rip DOL_ 1, 8. enclose-VVds 1FRS Interior t e r r
TOLL. ASCE 7-987 Pf-35.0 p f ("Flat roof snow); E ' Fu[ly E
Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof lig had of 18.E psf or 2.00 tirnes flat roof load Of
non -concurrent with other live J ad . p f �� overhangs
This truss has been d slgned for a 10.0 p f bottom chord I ive load non
6 Refer to 91 -rd r( ) for truss to truconnections,���urr �t with, �n �th�r ���� loads
Provide rn echa n ical conn tion (by others) f tFU SS tQr bea ri ng Plate capable f
at Joint . rthtr�dlln 1 Ilia at j Int 2 and 26 Ib upii
8) This true Is designed in accordance with the 2603 Intern2tion l Residential Code
referenced standard NSI/TPI 1, ti I . n 1 . ` and
LCA CASE(S) Standard