HomeMy WebLinkAboutTRUSS SPECS 2 - 07-00410 - 251 Polo Dr - New SFRJo.
Tru I True. Type t fel -
I I }�-fJTFli� CONST.
'� � �1 I! SPECIAL
,1 1
urus, St Anthony,, Iia Mark MangumJob E°ferenc.. (optional)
_
.300 S Jul 11 2006 MiTek Industdes, Jnc_ Tuc ,burr 19 09-00,09;22Q6 Page I
-a 12_8-
17- -8 22-8-8
SCO W,= 1: 3a.4
3 ' I
4x4 =
1-.
D1_3fn nffC1'_1.4e-
4 41..E L. %t N.f' 1 4 `.J'%. iii �f
LOADING (psi
TELL
35.0
TCL
B'D
" ESC LL
0:0
BDL
8.0
W2
`7-0
. f `.^ J"i A r3 A
`t,1„d'`
SPACING 2-0-0
Plates Increase 1,15
Lumber Increase 1.1
Rep Stress Incr YES
Code IR00fTPI00
L M B,E
70P CHORD 2 X 4 SPF N0.2
607 CHORD 2 X 4 SPF No -2
WEBS 4 SPF Stud *-Except*
W2_ 2 X 4 SPF No,2.'VV3 2 X 4 SPF No -2
3x4
2
15
5X8
REACTIONS (lb/size) 9=114 IC -5-8, 6=114310- 3-6
Max Herz _-(load case )
flax LlpIift =-251(load case ), --1 1 load case
A
3.40 112
14-7-1
8--1
6x5 =
3
4
7
60 =
MAN
CSI
REEL
in
(loc)
I/defl
L/d
TC 0.85
ert ( L L)
-0.12
7-8
>999
360
SC 0.61
Vert(TL)
-0.
7-8
>999
1ao
B 0.5
H o rz (TL)
0.1
n/a
n/a
(Matrix)
4� nd(LL)
0.05
7-8
>999
240
FORCES (lb) - MaXiMurn Cornpression/Maxinnum Tension
T E H RID 1-9--242J97,1-2=-44/72,2-3=-922/242,3-4-�--p ----2131/312, 4-5=-387/110,5-6;--:-353/11a
1 T I O R D 8-9--761913,7-8=-137/14(32,6-7;---249/1881
— — 7+yia�°191 , 7— =— 1 7/1 4(3 , —249/1 8 8 1
VVE,BS 2-9=-1 224/268, 2-8-z-5/3,28, 3.8=-68G/1 1 , 3-7=-78/1006, 4-T,-1481235, 4-6=-1 948/274
6.0011-)
:�IV5
4
8-0-1
PLATES G PJ P
l'T0 197/144
Weight: 103.1b
II
T
3x$
B.>.AIN
TOPHORD StrXturall 'good sheath -Ing directly applied or 3-9-0 oc pul in except end verticals,
and 240-0 cc pudin (5-6-15 mai.): 1-3.
BOTCHORD Rigid ceiling d[recl[y applied or 10-0-0 cc brac[ng-
VVEBS 1 Row at m .i d pt 1-9, -9, 3-8, 4-6
JOINTS 1 Brace at Jt(s)-. 1
NOTES
1 Unbalanced roof lige keds have been considered for this design.
VVind!: ASCE 7-0 2, 0mph: h= 5 ; TCD L-4_8psf; ESL= 4_ p f; Category II; Exp Q enclosed; MWFRS. gable end zone; Cantu ver left and right e
vertical left and right exposed; Lumber D 0 L=1.33 plate gup D 6 L=1, 33, peed ,end
Provide adequate drainage to prevent water ponding,
4) This truss has beein designer for a 10.0 psf bottom chord live load n onconc urrerit with any other live load s.
5) This true requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
Bearing at i0int() 6 considers parallel to grain value using ANSI/TP] 1 angle to grain formula. Building designer should verify capacity of bearing surface,
7 Provide mechanical connection (by others) of true to bearing plate capable of withstanding 251 Ih uplift at joint o end 191 Ib uplift at 'c
S.
This truss r designed ars accordance with the 00 InternatlonaJ Residential Code sections R502.1 1.1 and 1 0 ,10, p joint
r�elgrl �Iu�eflat crtntatic�n �r�d r�1`er�f���� �t�r����I� ���'I � ,
purfins at cc spacing indicated. fastened to truss TC gar/ 2-10d mails.
LOAD CASE() Standard
Job Tri I
1743
F10
QitrUs, t AnthorTya IC, afarigu
1
6-7-0
I tiJZoZIP I ypt at1y Ply
SPECIAL �
4-1-o
ax4 11 �x4 = 6
-0-4
WHITESANDS CONST.
1
Job Reference (optional)
6.300 s Jul 112006 MiTek Incfu triies, Ino. Tue dun i . :08 2007 Page 1
-8-
1-11-8
Scale
-11-
-7-0
date unset , Y : 6:0-0-1 }0-0-1 j, [ :0- _7,Ed
LOADING {psfj
TOLL 35.1?
TCDL 8.0
BCLL 0,0
BCDL 8.0
LUMBER
TOP CHORD
BOTCHORD
WEBS
��v T Z" II
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I ncr YE
Code J F 0 1TP1 00 .
4 SPF No—
4 SPF No.
4 SPF Stud *Except*
I4SPF I0.
EDGE
Right, 2 X 4 SPF Stud
REACTIONS (IbIsiz ) `10-=1142-10-5-8, 7=1359/0-5-
Max Uplift' 0=248 (lead Case 3), =- 1(load case 6)
tide = 1.:41.3
r•,I
1-7=12 -- --
F-
0 -u- I
I
I DE 9` L
in
(i oc)
Ildefl
Ud
TC 0.71
Vert(LL)
-0.14
8-9
>999
360
BC 0.62
Vert(TL)
-0.28
8-9
>972
1 BO
B 0.78
Horz(TL)
0.14
7
rL a
n/a
(Matrix)
Wnd(LL)
0,06
a
>999
240
BRACING
TOP CHORD
80T CHORD
ED
JOINTS
FORCES 0b) - MO imum Compression/Maximum Tension
TOPCHORD 1 —1 k =—'255/ 1 . 1 — --53/82, — =-782` /2 d y 3,4=—L1 1 /32 f r 4-5`—aL4 /80, 5-6=-1 /1
BOTCHORD 9-10=-9R72,8-9=-47/1'105,7-8=-203/1980,6-7=-2/17
VVEE3-10--111812390 -9=-531428, 3-9;---562/122, 3-8=-1 0/1 , 4-8=-227/209, 4-7=- 21901292, 7 =-452-/22 8
8-0-12
'LATE
I T 0
Weight. 114 Ib
--8 1-.-C
IP
197/144
tructurail wood sheathing directly applied or,'1-5-13 oc purlins,
and -0-0 oc pudin (5-8-12 max.): 1-3.
Rigid ceiling directly applied or 10-0-0 oe hr racing,
1 Rove at rnidpt 1-10: -10. 3-9, 4-7
1 Brace at Jt(s)- 1
NOTES
1) Unbalanced roof live loads have been considered for this design.
VVind, ASCE 7.02; 0mph; h= ft; T DL=4.8psf- B DL=4. psf, Category 11, Exp ; enclosed; MWFRS gable end wile` cantilever left
Vertical left and nglht exposed; Lumber COOL -1. Pate grip COOL=13nd right ex posed ; end
This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration -
4) Provide adequate drainage to prevent water ponding.
This truss has been designed for a 10.0 p f bottom chord live load noncore urr nt with any other five Toads,
6 This truss requires plate in peCtion per the Tooth Count Method when this truss is chosen for quality assurance inspection -
7) ProvIde mechanical connection (by others) of truss to gearing plate capable of withst2nding 24.2 Ib Uplift at joint 10 and 291 Jb uplift at joint 7,
This tru�s:s 1s designed i� ����r��C�� ��ltl� �i�e �
�� Interriational Residential Code sections R50.1 1.1 and R802.10.2 and referenced standard ANSIfTPI 1,
Design assume 4x2 (flet &ant,tion) purlins at oc spacing indicated, fastened to truss T / -1 Od nalls-
LOAD AE() Standard
except end verticals,
G
Job Truss
1743 F
Summit T t nthon r, l , Mark Mangum
1--0-�-�
Plate Offsets ( rfi Frir,i i'L �I _P1 . ra c -_A
LOADING
[ps#}
TOLL
35.0
rcoL
$.o
Beit
0.0
j 13cDL
8.0
rl -9
5-7-5
Tru
-
Truss Type
MOD. QLJEEN
17-0-0
`4-1
17-0-0
-7-5
14
U4
P
13
=
5-7-5
1
7-
12
3X4. =
WHITE, AN0 0i T.
1
dob RefereH00-6
e (O ti nal
5.300 S Jul 1MiTe J duus#ries,dnc. Tue Jury l 9 oq_� �
SPACING
Plates Increase
2- OL- 0
1.15
Csi
TC
PDEIFL
in
Oec)
I/defl
Ud
Lumber Increase
1,15
OA3
BC 0.73Vert(TL)
Vert(LL)-0-1411-13
>
360
Rep tris Jrier
E18
APB 0. 1
-0,31
11-1
>999
�
Code IRC2003ITP12002
(Matrix)
Hor (TL)
nd(LL)
0.11
0.08
10
13-15
n1a
>999
n/a
240
LUMBER BRACING
TSF' NR� PF ,o_ TSR' F�f�
BOT HFLA 4 SPF �;I0. ES G
4 SPF Stud *Except* OTT CHI
4 SPF No,2
WEDGE
Left; 2 X 4 SPF Staid' Fight: 2 X 4 SPF Stud
RFEACTIONS (Iblsize) 16=11734/0-5-8, 10=1734 `0- -8
Max Hor.1 =-11 (load case )
Max I PIU = - 5 (lead Case ), 10== (load ease
--1 C
5-7-5
i
7 -
32-6-
PLATES
TO
`eight: 14 ID
RIP
197/144
Structural wood sheathing directly applied or 3-7-6 or, purlins.
Frigid ceiling directly applied or 6-0-0 0o bracing -
1 Row at midpt 4-13, -13, -1 , -10
FORCES (lb) - axIMUM OMpre ion M imam Tension
TO CHOD 1-2=-14 /1 0r- =- 1971422,3-T=- 76 4
TH T = -1 706/38 P -1 0 (3/3 85 - = 2073/4 .4 ' 7 -
' 6-13=-611/243, 6-11---23/224,,8-11 =-21 7/4 9 ='143/160
BOTCHORD 1"14®-4�l1X11 1=-f1dk,1�1$-1111Li,1 14=-91/116,1`13=-F106,11-1"-04/180,,10-11=-4d1bLr!-10-�.1120YEBy '1f="108/143q 4-15=-2,3/224, 13--117415- .=-1�, }r}ppy
NOTES
1) Unbalanced roof live leads have been considered fcr this design,.
Wind: ASCE 7-02; 0rnph; h=25 t- T 1DL=4_ psf, E DL=4_ psf; Category 11; Exp. C, enclosed; 1 1F1 able
vertrc l left and Tight exposed; Lu, ber COOL=1.33 plate grip DOL=1.33. and rye, r tale r legit end rr ht exposed ;enol
3 This truss is not designed to support a ceiling and is not. intended for use where aesthefia are a consideration.
This true has been desc rigid for a 10.0 psf bottom chard live load nonconcurrent with any other five loads.
This truss requires piate inspection per the Tooth Count Method when this truss is chosen for quality
assurance inspection.) Provide memechanicali�l r�necton (by ethers) of truss to baring platepaae of withstanding 353 [b u
7) This tea is designed in aecerdari�e its the00International Re�� see ° p � �t joint � and lb uplift et point 1 �.
�l�ils �y � "! _'I and R802-10.2 and referenced standard AN VTi=`I I _
LOAD GASES) Standard
WO
e
7 Page
Xel
JQb Truss Truss Type
FIS I-IlTE1DS MIST,
1 743 ; F6 P EC ISL
1-1 LPL , J U0a. 04 tiff ILLI UF1Y, D1 arx mangum
1
--
--1
. ob Refererige o t nal'
6,300 S JUf 112006 MiTek 'r�dustries, Inc_
25-6 -5
Tue Jury 19 0 Q Pagel I
5-0-3I
1-11-8
., Ie =1: 53A
46 =
6
7
-4-4
14-5-0
7-4-4 --
7--1
P late aff� t! 1. : [10:0-2'7, EdgeL 1� 0_ -1, -o-12i, [1 :o- o,0_ -
LOADING (p s € A I N G -0-0
TOLL 35.0 Folates Increase 1.1
T DL 8-0 Lumber .Increase 1-15
BOLL 0.0 Rep Stress Incr YES
BCU L 8,0 Code f F D03/TP1200
LUMBER
TCP CHORD 2 X 4 SPF No.
T CHORD 4 SPF No..
WEDS 2 X 4 SIF Stud *E cept�
8 2 X 4 SPF No.2, W7 2 X 4 SPF No.
EDE
Right- 4 SPF Stud
J T10N' ([b/size) 11-175610-5-8.15=1544/0-5-8
M
1=17 1 -5-8.1 =1544/0- -
M ax Horz 1 �-145(load case )
Mex Uplift11=- `(load ca , "I -' load
--1
-0-1
1
DEFL
an
Ion
I/defl
Lid
TC 0.92
Vert(LL)
-0,23
12-13
>999
880
13C 0.80Vert(TL)
-0-4512-13
>812
180
We 0.94
f -Iorz(TL)
023
11
r1/a
n a
(Matrix)
Wind LL
0.11
12-13
>999
240
BRACING
T F HOOD
BCT IBRD
E BS
r I A
PLATES
'ITCH
Weight: 144 Ib
RIP
197/144
3X5 1 r
Structural good sheathing directly applied or -10-14 oc pudin ,ce t end velicals
F igid calling dir ctt applied or -7-4 oe bracing, �
1 Row at midp't 6_18, x-11, 2-15
FORCES (1b) - Ma. imurn Cempre ,sionlMa rmum Tension
TOP CHORD 1- 464/142, -3_-2119/437, 3-4=-1 94,1/448,4-5=-1 701 `390, 5-6,-15691378 6-7=-3041/505, _
B J CHORD 2-14=-165/153,
14-1 =-374/1 4 60, 1 +, -14--267/ 1 717, 1 -13=- I� 0 a l l-1 _- /2o98i 1 1 -01150
VVEBS L
BS ' 1 =i 1 6'5/ 1 , 4-14=-68/269, 4,13=-579/239, 5-13=-203/943, 6_13=-1 28'7/283, &12=-12011347, 8-1 L'-
-15�-18791298, -11--' 1 1 , x-11 y' �Q1,
NOTES
1) Unbialanced reef live loads have been considered for this design...
rid: ASCE 7-02; 90mph, hi= ft; CDL=4.8p f; F3CSL=4,8psf; Category [11; Exp ; enclosed; rvlVVF ahJe end zone, e
verkroal left and r ght exposed; Lumber DCL=1.83 plate grip LC L-1.83. � ar�tilever left arid right exposed f grad
This truss is not designed to support a ceasing and is not intended for use where aesthetics are a consideration,
4 This truss has been d es igncd for a 10.0 psf bottorn chord Iive load non onour rerit with any other live load s.
5) ThirS truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Ins ecf1on,
6 This tars i des- 4 others) of truss to bearing plate pail of withstanding X157 Ib uplift at joint 11 and 278 lb uplift at joint 15,
r��r�l r-i-���h�����f ��r�r���tr�r1 �� cath �
rg n ed 1 n accordance with the 2003 International Residential ed sections R502-1 1.1 and R80 _ 1
1�. end referenced standard S1IfPr 1.
LOAD ,SE(S� Standard
Jab
'! 743
Truss
F7
SugUVJ2TrUss, _StAnthony, ID, Mark Mangum
--1
--1
4-2-4
True Type
SPEC IAL
4x6 =
Z
1--
5-0-3
aty I PlY WH I TESA ND SI T.
1a
Job Reference oflona
6.300 Jul 11 2006 MiTek Industries, lnc_
--
Tue J -un I P�Zgl 19 2007 P—a—
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No2
WEBS 2 X 4 BPF Stud * cept*
4 2 X 4 SPF N0.2, VV5 2 X 4 SPF Ie.
WEDGE
Right: 2 X 4 SPF Stud
REACTIONS (Ib/slze) 9 -1410/0 -5 -8,12=1193/0 -5 -
Max Horz 12,..4 (load case )
M ax UpJift =- 1 (load case ), 12=-196(ioed case 6)
URACING
TOP H RD
BOTCHORD
EB
Structural wood sheathing directly applied or -711 oc purlins,
Rigid ceiling directly applied or 10-0-0 0c bracing.
1 Row at midpt 4-11, 6-9, -12
FORCE'S ab) - Mai umornpressionjj' jaximum Tension
TOPCHORD 1-2=-116/112, 2- =- 1 } 6, -4=-893'245, 4-5=-2078/355, - =--2 I344 -7=-180/56
hB T HORD 11-12=-48+'64,9, 10-11 `-111/1 5, -10--2,54/ 1 - = /1 19
, '- -�_1 �' , �I�1 -�1 ,+°1 �I
' }1 9, -1 - 11261177
NOTES
1) Unbalanced ro-of Jive Joads have been considered for this desigm
Wind; ASCE 7-02, 0mph; h=2 ft; T DL=4.8p5f; B DL=4.8psf; Category 11; Exp ; enclosed;Fi able rid zone; a
vertical Jett and right exposed; Lumber D L=1_ plate grip DOL,1. � nt�le�er loft and right posed r end
This tress is not designed to support a coiling and is not intended for use where aesthetics are a consideration.
4) This truss has been designed for a 10.13 psf bottOm chord live load nonconcurrent with any cher live loads
This tress requires plate its p ction per the Tooth Count Method when this truss is chosen for quality assurance i
Provide rnecha n ical connection (b others) of truss to bean n g plate capable of i th stand i � inspection.
p � 1 !b �ap�iifi �t joint and 196 Ib VIM ati+int 12.
7) This truss %s designed in accordance with the 2003 f rit rnat ortal Re identl f Code sections R502.1 1.1 and R802.10.2 and refereraced sta ndard ANI/Tpj I _
LOAD GASES) Standard
except end verticals.
Job
1743
!_
F8
ID, Mark Mangum
7-8-0
7-5-0
SPECIAL
10X10 MT18 =
2
12-8-3
5-0-3
1 1
Jnb F
6,300s;
17-8-5
5-0-3
22-8-8
5-0-3
Tue JgU11.�209:00:21 2807 Page 1
24-8-0
1-11-8
Scale - I -Q
LOADING
(psf
TOLL
35.0
TCDL
8.0
BCLL
0.0
BCDL
8.0
24-6-0
6-7-0 14-7-12
22-8-8 �_�_n
6-7-0
1
8-0-12
SPACING 2-0-0
Plates Increase 1.15
CS1
TC
DEFL
in
(loc)
Udefl
Lumber Increase 1,15
0.82
BC 0.59
Vert(LL)
-0.12
9-10
>999
Rep Stress Incr YES
WB 0.65
Vert(TL)
Horz(TL)
-0.26
0.13
9-10
8
,999
Code IRC2003/TP12002
(Matrix)
Wind(LL)
0.06
9-10
nla
X999
LUMBER
TOP CHORD 2 X 4 SPF N0.2
BOT CHORD 2 X 4 SPF N0.2
WEDS 2 X 4 SPF Stud "Except'
WEDGE W32X4SPF N0.2, W42X4SPF No.2, W1 2 X 4 SPFNo.2
Right: 2 X 4 SPF Stud
REACTIONS (lb/size) 11=1142M-5-8,8=135910-,5-8
Max Horz 11=-260(foad case 3)
Max t.lpliftl1=-196(load case 6), 8=-304(load case 6)
BRACING
TOP CHORD
BOT CHORD
WEBS
FORCES (lb) - Maximum COmpressi0nlMaximum Tension
TOP CHORD 1-2=-871/233, 2-3=-8001230, 3-4=-1969%328, 45=-21111317, 5-6=-167152, 6-7=-12010, 1-11=-10861223
BOT CHORD 10-11.571217.9-10---83/1423,8-9=-236/1883,7--8=0/109
WE13S 2-10=-511228, 3-10 -10371236, 3-9=-6811023, 5-9=-45i164, 5-8-21821362, 6-8=-3851197, 1-10=-911729
8-0-12 0-5-8 1-6-0
L/d
PLATES GWP
360
MT20 1971144
180
MT18H 1971144
Na
240
Weight: 111 Ib
Structural wood sheathing directly applied or 3-8-11 oc purlins, except and verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpf 2-10, 3.'10, 5-8, 1-11
NOTES
1) Unbalanced roof five loads have been considered for this design,
2) Wind: ASCE 7-02; 90rnph; h=25ft; TCDL=4.8psf; BCDL=4.8pst; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end
vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33,
3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 11 and 304 Ib uplift at joint a.
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) Standard
m
1 743
4 4 1; l
Truss Truss Type -
Qty
F9 I SPECIAL
1
-7-0
--
2-1-0
3x4 = _
Ply H ITE, A D TT
Jeb Reference o tionef
-300 S Jul 11 2006 MiTek lndusti1es, Inc.
-0-6
Tu e Jury 1 0 0 7 Ra ge �
�Qiffl*_IWC
C
1-11-8
�L)L d'Q Lumber Increase 1.15
BOLL 0.0 Rep Stress f ncr YES
B DL 8.0 Code f 1 00 /TP1200
V %,I L� 41_{ -ti, d� C u- I i
0- Vert(TL) -0-2710-11
13 0-55 Horz(TL) 0-13 9
(Maui Wind(LL) 0,06 10
LUMBER
TOP FSE) 2 X 4 SPF NO,2 BRACING
MT20 197/144
>0 180
n/a n/a
>999 240 Weight; 1 1b
EST CHnpnFfV. F
P H D Structural wonei saMh
hir, dire -c F-.
VVE9S 2 X 4 SPF Stud *Except*
'4EDE VV2 2 X 4 FBF 1 o-2, W3 2 X 4 SPF No.2, VV4 2 X 4 SPF Nc.
Fight. 2 X 4 SPF 'Stud
REACTIONS (Ib/S iZe) 12=1142/0-5-8,9=1359/045-8
Max Hort 1 =- 4 (load ease )
M p I Ift 12 =-2 44"1oad cas e 3), 9=-295(1ead case
y appaieu Or X4-6 cc punins, except end verticals,
and 2- 0-0 ec purlins (5- 7- 10 ma ,): 1-:3.
BOT HOF ID Rigid ceii-rng directly applied or 10-0-0 oc bracing,
''REBS 1 Row at midpt 1-12, 2-12, -11, -
J 01 NTS I era e at it(s): I
FORCES (lig) - Maximum ompres:sIonlMax[mum Tension
TOS' CHORD 1-1 -'253/111, 1- -63/92, 2-3-" 689/21 , 3-4=„2227/432, 4-5;---2044/308,5-6=-2184/2!92,
BOTCHORD 11-12---0/678, 10-11 =0185 1, 9-1 C),-20411718, 8_0=ola-� t 71 1 1
,SEBS 2-12=-1 064/223, -1 =-1181565, 3-11;---6081158, 3-10--26x5/1558, 4-10'= 9/224 -10-0/ 20
NOTES
1) Unbalanced roof live loads have been considered for this design,
Wind, ASCE 7-02,, 9 mph; h= 5 ; T DLm4. pf, B DL=4,8p. f, Category I1 Exp enclosed,Mable end
vertical left and rIght exposed: Lumber DO L=123 plate grip D L=1. 3, � z�r�e�ar�trl��er rift and n�l�t exposed ,end
This truss is not designed to support a ceiling and � a
not Intended for use where aesthetics are a consideration.
4) Provide adequate drainage to prevent water ponding.
This tics has been designed for a 10-0 psf bottom chord lire I0ad n on cc n curre nt with a ny other 11ve loads.
6 This truss requires plate inspect on per the Tooth Count Method when this truss is chosen for quality
7) Provide mechanical c�nrtectic�r� (h othersof toss to bewin plate capable of withstanding �r�r��� inspection.
p�r� X44 l uplift at �1 ��--rr� I� r�lifatir�t _
This ,tri s f f f” ed in accord nQe +ith the 200$ International Fie -sides -014 Cod sectionsx502.1 1 .1 and 880'2.1 0. a
Igrr assumes 4x2 (flat orientation') PUdI �s at 0c, spacing Indicated, fastened to mss T / -10d naiss� nd referenctartdard ANSI/TPI 1,
I' LOAD CASE(S) Standard
I
I
7
i Fuss Trus Ty p e
1743 FFJL SABLE
summit Tr SS, St Anthony, ID, Mark Manpj _
LOADING
p
T LL
35.0
TDL
_0
B LL
0.0
BCDL
8L
T P H l .D
BOTCHORD
OTHERS
I
6
92
d;x,4
2
:t i P1
V wr-ia r ti xNLJ �, UN 6T.
II Job Reference (optiojal) _
6.3co, s Jul 11 2006 f l Tek
1 7-1 -
-11-4
SPACING -M
Plates Jn crea se 1.15
Lumber Increase 1 1
Rep Stress Inca YES
Cede l[001TPI00
Zk4 =
CSI
TC 0,13
BC 0.07
WB 0.15
{Matrix}
PF N0.
4 SPF N0.2
4 SPF Stud *Except*
T5 2 X 4 SPF No, 2, ST4 2 X 4 SPF No.2, ST4 2 X 4 SPF l o.
� .F
DEFL
in (Ioc) Udef]
L/d
Vert( L L)
n/a - n1a
999
Vert(TL)
n1a - n1a
999
Ho (T L)
0.01 11 n1a
ri/
BRACING
TOP CHORD
13 T HD
JEB
RF-ACTIONS(Ibls e) 1=x'9/17-10-8, 11=x'9/17-10- . 16=48/17-1 C)y , 1 =210'17-10-8, 1 = C) '17-10- , 14=21 /17-10-
17=19'.1117 1
7'1171 0 4
Max Horz 1= 1 (Joad case 4)
M ax UpJiftI=-11 (load case 3), 11 Aced case 4).
1 =-165(load case ), 17 =- (load case 4)
Max + r'av1= (lead case 4), 11= 1 (load case ),
0=0(load case 1), 1 =1 (load case )
PLATES
IVI T 0
Tue ,Jun 1 09'.00:23 2007 Page �
eiht. 107 lb
Structural wood sheathing directly applied or -0-0 ec p u rl i n s.
Rigid Cei li ng directly applied or 10-G0 o bracing,
1 Row at rrii+dpt 6-16, 7-15, 5-17
15=153/17-10-8,21=210/17-10-8, 20=202/1-7-10-8, 19=213/17-10--8,
1 =154(lead ease ), 1=-145�load case ), 14=-1 60oad ease 6), 15=-4 load ease ), 1=-154(iead case , 20--146(load c
ase 5)
10= 07 load case 6), 12=21 0(load case 10)7 1 = 02(load ease 1), 14= "1 load case 10), 15=1 5lead ease 1 � 1= 1 � to
17=1 load e a ad case a
FORCES(lb) - Maximum Compression/Maximum Tension
T P H FAD 1- --334/1 1, -3=- 46/1 7, 4 =-153/1 1, 4-5=_8 r !171, - =-52/1 0. --7==521` 4 7-
E�T Ff �.� 1=1=-��� (� 1=_��' 1 �-T��f�5 18-19=-70/235, 1 �`-1 _-���� � =-
���1 ��� �-�- 1 �=-1 /92,10-11=-304/106
WEBS 6-1 =-204'0, 10-1 _-168/1 b0, 9--1 •-~172167, 8-14=-180/1 � 7-1 =-130/60, - 1=-1 }1 3-20=-1
NOTES
1) Unbalanced roof lige lead's have been considered for this design.
Wind. ASCE 7-0a ��r� I�#�� h=��ftTSL=�,���
F DL=4.8p f, Category 11, Exp enclosed, 'FR able end .zone: cantilever �
vertical left and fight exposed, Lumber D L=1.33 piate grip CD L=l 31 g leer teff and ri ft exposed N end
Truss designed for wind leads in the plane of the truss only. For studs exposed to woad (normal to the face see Mi
Tek This truss has been designed for a 10.0 psf bottom chord live Iead noriconcurrent with as wither _ �� �1iTek ":Standard able ��� Detail"
plates. are 2x4 MT20 unless otherwise indicated_ live Dads.
Thrs trust requ res plate rn pection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
'7) 0able requires continuous bottom chord bearing.
Gable studs spaced at -0-0 ae,
Provide mechanical connection (by others.) of truss two bearing plate capable of withstanding 116 ib uplift at joint 1.
p 1 � 59 lb uplift at 1eir7t 11, 1 41b uplift at joint 1,
14,E lb uplift at joint 13, 166 Jb uplift at joint 14, 43 lb uplift at joint 15,154 154 lb uplift at joint 1, 146 lbw uplift at joint � 1
1 7, p f b upirff at trnt 1 and , ibuplift t jir�
1 This truss is designed in accordance with the 2003 International Residential Code sections R502.1 and R802.10.2 0. and referenced standard ANSVTPI 1,
LOAD CASE(S) Standard
1743
Tru
ss Truss Tvn u
G
Truss, St Anthony, 0. Nlar�-< Margum
4--1
4-3-15
a
FSEy ' +HITE D T,
2 1 n h Pafjnnn. r;,, e% i
.3 0 o S J ul 112006 Mi -Tek industries, Inc,
11- 1�)IAIJI N U
TOLL
� Pst)
35.0
SPACING 2-01--0
CS1
DEFL
T DL
.0
Folate Increase 1.15
Lumber increase1,15
TC 0.5.E
Vert(LL)
BOLL
0.0
Rep Stress Jncr NO.
7
>999
13CDL
8.76
.,ode aF 0!g fTP12002
(Matrix)
rz(TL)
iWind(LL)
LUMBER
in (1o) I/d efl L/d
-0.06
7
>999
360
0.01
5
n1a
rila
0.04
7
>999
240
TOP CHORD 2 X 4 SPF NO -2 BRACING
BT CHORID 2 X 6 DF SS TOP CHORD
VVEBS 2 X 4 SPF Stud # eept* BOT
SPF N o. , 'I�' 1P F �I o. , W1D F , VVI I)P CHORD
C
REACTIONS (lb/size) 8=463510-5-4, 5=23. 0-5-8
Max Herz 8 =,i (load case )
Max UPiift-1007�1oad case ), 5--4 8(load case 4
FORE (1b) - Ma: imurn o pressiorr/M xrrn.urn Tension
TO P CHO PE) 1-2=-6351/1380, 2-3=4382/96& 3-4=- x`' 70, 1-8=-2590 589, 4-5=-2032/465
BOT H D 7-8=-58812620,6-7=-140116468,5-6=-232Jlo68
101VES 2-7=-72913448. 2-6=-2942J652, 3-6=-r1 92JI01 , 1-7=-759/3:517, 4-6=-705/3272
PL -AT
MT20
Weight: 11 Jb
Tue Jury 19 09:00:24 2007.x[
GRIP
197/144
Scale = f_17.,�
t ru ctu rai 'wooed h Bath Ing directly applied or 4-5-15 CC Pu d in ,ce : t end vertf cai
and -0-0 Oc purlins � -10-8 max.)- 2-3,
� '
Rigid c;efling directly applied or 10-0-0 oc bracing.
NOTES
1 -poly truss to be cc n n ecfed togeth er with 10 d (0,1 ` Ppx ") .ri ai I s as fo I I o s
Top chords connected as follows: 2 X 4 - I FOW at 0-9-0 cc, 2 X 8 - 2 rcws it 0-9-0 cc,
Bottom chords connected as follows- 2 X 6 - 2 rows at 0-3-0 cc.
Webs connected as fellows: 2 X 6 - 2 r-Ows at 0-9-0 cc, 2 X 4 - 1 rove at 0-90 o .
.) Ail leads are considered equally applied to all'piles, except if noted as front (F) or back 8face ars the L
been provided to distribute only loads noted as (F or (B), unless o indicated, envfse indi� � �� � seofi�or�, Ply t� fly cr�rlr� oti S have
Unbalanced roof .live leads have been considered for this design,
4) Win& ASCE 7-0 ; 0mph; h;--25ft, T DL= . p f, B 1)L= , psf; Category J l; Exp ; enclosed, rvlYJF
RS
vertical left and d tit exposed; Lumber D L=1.. -late grip DSO L=�l . .. able end rye; cantilever left and right exposed ; end
5 Provide adequate drainage to prevent water ponding,
This truss has been designed for a 10-0 psf bottom chord rave load nonconcurrent with arty other live loads.
7 This truss requires plate In petition per the Tooth Court Method when this truss is chosen for grafi asp
8ode mechanical connection (hOthersof truss to bearing � r.arart�e rns�e�t�er�.
g Mate capable of withstanding in 1007 lb u J i
r��
This truss is designed in accordance with the 00International Residential dsections�F�50_ � ft at �e4r��t � and � Jb uplift �t ��l�t _
10) Girder camel tie -In spar(s): a - O from 0-0-0 to 4-5-4"P 1.1 and � o .� and referenced standard J�'TF1 1
11) De ign assurnes 4x2 (flat orientation) Purlins at tic spacing indicated, fastened to truss T / -1 Od n
) Hanger(s) or ct f� er co.n n ectr�n d ev l e�s) shall be p ro v id -ed sufficient to support e���l�trated I �� � _
The �de ign/ electron f Such connection device(s) ) is the responsibilityof oad� � � I down end J� u� �t �-�- �n b�tto�I chord.
others.
LOAD CASE(.) Standard
1 Regular: Lumber Increa e=11,1 , Plate Increase=11
Uniform Dads pl
Vert: 1-2--85. 2-3=-.86, a-4=-86, 7-8=-730(F=-714), 7,-1
Concentrated Loads 1b)
'Vert, 7=-2858(F)
1 743 J 1
Summit Truss, St Anthony, ID- Mar l-langum
Plate Offsets
A
Truss Type Fa ty PPS
bj10NQ TRUSS
11.5
9-1-2
WHIT
+1-
-11-
1
WHITE ND CONST -
Job Reference� ti al
q,j.
_300 5 Jul 11 2006 M]Te Indo
3
2x4 I
an
1
1-l0
1_ U.— U—L 1. a 1: — Y 4, [1:0-0-15,0-5-41
1 LOADING (psp
TCL
cV-V—A qY—
——
SPACING 2-0-0
TOLL
35.0
T -DL
8,0
BOLL
0,0
BC DL
8.0
A
Truss Type Fa ty PPS
bj10NQ TRUSS
11.5
9-1-2
WHIT
+1-
-11-
1
WHITE ND CONST -
Job Reference� ti al
q,j.
_300 5 Jul 11 2006 M]Te Indo
3
2x4 I
an
1
1-l0
1_ U.— U—L 1. a 1: — Y 4, [1:0-0-15,0-5-41
1 LOADING (psp
TCL
cV-V—A qY—
——
SPACING 2-0-0
CS1
� DEFL_
in
(1 c)
Ildefl
Lid
Plates Increase 1.15
TC 0.43Vert(LL)
-0.06
4-5
>999
360
Lumbe.rincrease 1.1513C
0,58Vert(TL)
-0,1
4-5
>590
180
Rep Stress I n c r YES
We 0.16
H orz(T.L)
0.00
4
n/a
n /a
Code IRC2003ITP12002
(Matrix)Wind(LL)
-0.00
4-5
>999
240
LUMBER PAI I
TOP CHORD 2 X 4 PI` No -2 TOP CHORD
BOT CHORD 2 X 4 SPF Sterid BT CHORD
SBS2 X 4 SPF Stud
VVEDGE
Left: 2 X 4 SPF Stud
REACTIONS (Ib/size), 4=303/0-5-F =499`0-.-8
MaxHor z 5-176(lcad case 4
M ax UpIif#4 -- 0(load Ca Se 5), 5=-121(1oad case 5)
RCE Ob) - MaximunnCompression/Maximum Tension
T P H J D 1-2=-162/275,2-3=-96145,3-4=-135152
BOT H R 1-5=-153/170,4-5=-129/248
WEBS 2A=-279/155, 2-5=-551/245
A
—
s, Inc. Tue Jun 19 09:00,25 2007 Page 1
PLATES
T20
Weight: 33 Ib,
PJP
1971144
Stru ctu rail wood sheathing d i rect[y applied o r 6-0-0 oc pur-lins, except end erti I.
Rigid ceiling directly applied or 6-6-6 oc bracing.
NOTES
1) Wind: ASCE 7-02; 0mph; h=25ft; T DL=4.6,psf; B DL=4:6psf; Category 11, Exp ; enclosed, -MVVFRS gable end zone; candlever left and right exposed ; end
vertical left and right exposed; Lumber D'L. 1.33 ,plate grip [SOL=1.33.
This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideratJon_
This truss has been designed for a 10.9 p f bottom chord lire load nariconcurrent with any other- lire loads.
4 Th[s truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
P rovide rnechanica[ Gonne tion (byrother.) of tri, ss to bearing plate capable Of Wth stand1ng 90 Ib Uplift at joint 4 ani 121 fb uplift at joint 5_
This truss is designed in accordance with the 2603 Int motion l Residential Code sections R502-1 1.1 and R802.10.2 and referenced standard ANSI/TPI
1.
LOAD CASE(S) Standard
k.
Job �-7 Truss
-rruss. Type
�
1743 AA MONO TRUSS
ty
UMMit TrUSS, St Anthony. ICS, Clark Mangum
--
9-1-2
-;
4-0-11
Ply WHITE5AND5 C0lVST_
1'
Job Reference . tlonia
_ l
ek
Industries, Inc.
3
I
Tue Jun 16-09:00-213 �2007 Page
LOADING
(psi
SPACING 2-0-0
1
TSL
.Orease
TC O54
���L
In
(lac)
Vdefl
Ljd
TDL
8.0
Lumber Increase 1.15
EG 0.68
Vert(LL)
B LL
0.0
Rep Stress Incr E
(TL
- 0.23
4-5
>
l o
B DL
6,
II r
.
(I aft)
Horz(TL)
0-00
4
nfa
n/a
nd(LL)
0.00
5240
LUMBER
TORS H RD
BOT CHORO
VVE2S
4 SPF ,stud
4 SPF Stud
4 SPF Stud
REACTIONS (lb/size) =317/0-5-- r 5� ;1 "/0'5-
ax Ho rz 5=17 (J oad case 4)
Max U p f wft4-- 7 (lead case ), =-4 (Pond case
FORCES (lb? - Mmmum OMpr ien/Ma imurn Tension
TOP CHO FE) 1- =-8'68, - =- '4 , =-1f 44/5.5, 1-5=- 1 /21
BOT CH 0 R CS 4-5=-1 38J238
WEBS _4--268'168..E-=-3354
BRACING
TOP .H RD
BOA' CHORE)
PLATES GRJP
MT20 197/144
Werg ' 29 lb
tFUCWral wood sh-eathing directly applied or 6-0-0 oc purlins,
Rigid ceiling directly applied OF 1040-0 ec bracing.
NOTE,
1) Mind. ASCE 7-02, 90Mph, h =2 5ft, TC DL=4. Psf BC DL 4.8p f, Cate9 r II, p F enclosed- VVFF
vert'J l Jeft and nig ht xp0Sed; Lurnb r D0L=1. pJat grip DOL=1 _ ab le encs ne; ar,trl er I ft as ri ft e r�rt
This tmss has been designed for a 10.0 psf bottom chord live road n o n c en cu rren t with any other We le
Thi true require plate inspe #ronr per the Tooth Count I' ethad when this truss, is chosen for �d'�.
4I�'roEe rr�ec(�an[cal con r�eetion (b etl�er) of #ru.s to be arip�
ag pi ate ea a:ble of itf�#a �u�.Ir assurance inspection,) This tri is designed in accordance with the 0lr�trr�atisonal Residential Code r�d�n � I� writ# �t �e�r�t and 4 Ib uplift �t �air�t 5.,�etron x.11 �'i and R802.10-2 and referenced standard ANBI)'TPJ 1,
LOAD CASE(S) Standard
except end verticals.
Job Truss Truss Type
1743 J2 SPECIAL IA L
9
ummm t Truss, St Anthony. 10, Murk Mangum
1--1 --1
T
1
Ply _ HITED 0T_ 11
1
Joky Reference (o tion 1
6.300 s JLrL 11 006 N4'Tek Industries, Inc.
_0-
M
2A J
3U4 —
1-6-0 1-r -1
1-6-0 0-2-12
}e a •yy4W' 0%. 1 1 . —Y 7 — `—Y , I I -Q—U— i 0"LJL4+T r
LOADING (ps
TOLL
35,10
TDL
6,0
BOLL
0.0
BCDL
8.0
SPACING 2-0-0
Plates Increase 1.1
Lur nber Increase 1.1.E
Rep Stress incrT YES
Code 10ITP100
LUMBER
TOS' CHORD 2 X 4 PF N-0.2
LOOT CHORD 2 X 4 SPF No.2 "Except*
E32 2 X 4 SPF Stud
WEBS 2 X 4 SPF Stud
WEDGE
Left; 2 X 4 SPF Stud
REACTIONS (lb/sine) =2871lVlechanical, 8=514/0-5-8
M ax H rz � 159 0aad Case 4)
MaLX UpPift =- (load case 5), =-1 7(Joad case )
-2-12
i
CSI
DEFL
in
(10c)
I/defi
L/d
TC 0,28
Vert(LL)
-0,02
5-6
>999
360
BC 0.20
Vert(TL)
-0.0
-6
>999
180
VVB 0.23
Horz(TL)
0.01
5
n/a
n/a
(Matrix)
i rid(LL)
0.01
7
>999
2'40
FORCES (Its) - Maxirnurn ampress ionlMa imurn Tension
TOIL' HO 1-2=-68/169.2-3=-501/142,3-4;---90050,4-5=-147155 * '
BOT H L 1-8--10596, 7-8=-7/18, 6-7-0/27, 3-6=-55/85, 5-6=-214/452
WEBS 2-8=-393/1 7, -8=-146/4'9, - =-141 /534, 3-5---468}221
BRACING
T P H 1 D
BOTCHORD
PLATES
MT20
VVeight: 35 lb
GRIP
197/144
Structural wood sheathings directly applied or B-0-0 cc, purlins, except end ve_r#i nJs.
Frigid ceiiin g directPY app1i d Or' l 0-0-0 o bracing E c pt;
6-0-0 cc braining: 1-8-
NOTES
- _
IIT
1) Wind, ASCE 7-02; 90mph,, h= ft° T IAL= .8psf; BGDL=4, psf ategor i1, E p , enclosed, MW
F] able
rrd zone-, cantilever l# and ht
vertical left and right pose --d, Lumber DSL=1. Plate .�p D�.=`� . � pd , en
This truss is not designed to support a ceiling and is not intended for use where aesthetics are a co °
r,rderatiort.
.his truss has been designed for a 10.0 p.sf bottom chord Imre load r ion oncurr nt with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forua�ali assura
Refer to ir�d r'(s) for truss to truss connections-
6)
corin ctions_ '� n�� �r�s� tion.
Provide mechanical connection (by others) of truss to hearing Plate capable of with
7) This tress i designed in accordance with the 00International Residential withstanding � P� uplift �t joint and 1 � I� up��ift at joint.
�nti�1 ��� sections R502.1 1.1 and R802-10.2 and referenced staridard NIVTP] 1 _
LOAD CASE(5) Standard
Joh
1743
Truss Truss Type Qty
J3 SPECIAL
1 ly
,1 F F 1I F YIS M F Uii+41 %3L /-Nr 141 1U. yr liu. mrx Mangum
F FcqtT:: 4. 11ZPUL6
LOADING ipso
T LL
35.0
TDL
8.0
BOLL
0-0
BCL
8.0
I
B-0-8
PIS li f�IT[=-SAND. 5NT. � �-
11
Joh D efe ren ce ,(n
6.300 -s jul 112006 M'?'Tek industries, inc. Tue 19 0,00. 2Cgage 1...I
3
2X4 a I
LUMBER
TOFFI ORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
VVEBS 2 X 4 SPF Stud
�VEDGE
Left; 2 X 4 SPF Stud
5
--'
SPACING -M
CSI
DEFL,
ir
Plates Increase 1,15
TC 0,69
Vert(LL)
-0.07
Lum b or Increase 1.15
BC 0.34
' arkT L
Vert(TL)
-0,11e
�'ep Stressirrcr E
B 0.11
Ho rz (TL)
-0.0C
Coda fR 2003/TP'J 0 2
Matti)Wind(LL)
40C
I
REACTIONS (lb/size) 4=2681Mechan1cal. 5_534/o_5_s
M ax H orz 5-151 l oad cas e 4)
flax Up IfW=-36(Joad case 5), 5=-135 load Casa 5)
1 FORE (lb) - Ma inium Ormpressron/Ma irnum Tension
TOP H RD 1-2=-8.5/58, 2- =-13 0, 3-4=-209/90
POT CHORD 1-5=-52-/120, 4-5=-1 09/68
IF --B 2-5=-489/186, 2-4=-57/165
BRACING
TOP GHORD
9 T IBRD
M
ale
l
Out..)
I/Vef]
ua
4-5
>047
360
4-5
X430
180
n/a
n/a
>90
240
PLATES GRIP
1720 197/144
Weight; 31ILS
Structural wood sheathing directly appi«d' Of 6-0-0 oc purlins, eXCePt end verticals,
Rigid d ceiling directiy applied or 6-0-0 ac bracing -
NOTES
1)Wind: ASCE 7-02 90mp , h= 5ft; T 0L=4_8psf; B DL=4,.8psf, atego JI; p n l� edp . I Iv F
vertical left .arid right 1
Posed, Lumber D L-.33 ,date grip [) L-1.33. ISS gable end zone, cantilever left and tight exposed ; end
.2) This truss Is net de i ned to support a ce]IIn and is not intended for use here aesthetics are a consideration,
0 Thins truss has been designed for a 10.0 psf bottom chord lave lead nonconcurrent with
) This truss requiresplate inspection per the Tooth Count Method when this truss� any other I��a load.
Refer to girders for truss to true conri tions. �� chosen for qualityassurance ir, peeUen,
Provide mechanical connection (by others) of truss to bearing date capable ofithstand]-n 8
7) This truss i dined ire a��r�ar�ca with the 200 rr�tarr�at�nal Residential Code sections 0 Ib uplift at joint 4 and 1 1b uplift of jo.in# 5,
J50.1" 1.1 and R80.1 0.2 and referenced standardANSI/TPI 1 .
LOAD CASE(S) Standard
Job I Tr-uss Truss Type
:1743 JA MONO SCISSOR 612
.
....i.. l 1
'-.kU1t1aj41-L 11U -b, , OL r-.r1li mly, 0, Mara man um -1
a
1-6-13
1--13
• a
4-11
Ply [WHITESANDS CONST,.
1
I Job Refcrerice foptiicnaii)
6.300 s Jul 11 P7ek In- dustrie , Inc,
3
20 I
eq
-14
N
4
e
True Jun 19 09:00'30 2007 Paa e 1
LOADING (ps
35.0
SPACING
Plates Increase
-o-o
1,1
CS1
DEFL in
Ioc) I/deft L/d � PLATES GRIP
TCU L 8,0
Lumber Increase
1,1
T 0.92
B 0.69
Vert(LL) -0.11
Vert(TL) -0-24
4-5 > 360 T o 1 � 44
4-- >316 1.80
BOLL 0To
Rep Stress In r
YES
WB 0.18
Horz TL 0.00
4 n/a n/a
B C L 8.0
Code IFS o03[TP120O
(Matrix)
' nd(LL) -0,00
5 >999 240 Weight, 28 lb
LUMBER
BRACING
TOFF CHORD 2 X 4 SPF Stud
H RD X 4PF ted
TOP CHORD
Structural wood sheathingdirectly applied or - -o oo purlins, except ept erd verticals.BST
BBPF Stud
4
B T CHORE)
Rigid ceiling direct' applied or 10-0-0 oc bracing.
REACTIONS TI Ib/ .ize) 4=31710-5-8, 5a311710-5-8
Magic Hort5=1490oad case 4
Max UP1-Iff4=-101(load case 5). 5--38(load case 5
FORCES (lb) - Maximum imum r pression/Ma rrr um Tension
T B H O k 1-2--20/111,2-3=-118159,3-4--177f73,1-5=:-69/154
BOT CHORD 4-5=-2221351
WEBS -4=,331,238, -=3603/227
MOTES
0mph h= ffi T DL -4. p f'.; B C L--4.8psf; Category II; Exp C, enclosed, MVVFRS gable end zone: cantilever left and right exposed , end
ver`ticail left and right exposed; Lumber DOL®1.33 plate grip D L=1.3,x, P'
.
This truss has been, designed ned for a 10,0 psf hettorn chord live load non ancurrent w th any other live loads -
3) This truss requires plate inspection per the Tooth Count Method when this truss i chosen for qu ality assurance inspection.
4) Bearing at joint() 5 considers parallel to grain value usingANSI/TPI 1 angle to grain formula. Building des-Igner should Verify capacity of beaTing surface.
p
Provide mechanical connection (by ethers of truss to '�anngplatecapable of withstanding 11 Ib uplift lift at 'olrlt 4 and 38 Ih uplift at jcint 5.
Beveled plate or shjrn recurred to provide fu [J bear n g surface with tm chord at-oint(s) 4.
7) This truss is designed In accordance nth the 2003 International Residential Code sections R502.1 and R802,10.2 and referenced standard NSI/TPI 1 -
LOAD CASE(S) Standard
7
JJeb Truss
Truss Type
1743 J3C SPEC IAL I
u rnit Truss, 6t Anthony, IDa-aanprfl� Job
4 _ F eferenc �o ticr�aI
.300 s Jul I
IiT l 1nustries, art . Tug Jury 19 09-00,31 2007 Page �
- �
6-6-0
LOADING (psi
TOLL
35,0
TDL
8.0
ELL
0.0
BDL
8,0
LUMBER
TP H ISD
13 T HORD
SBS
X 4 SIF No.2
4 SPI` No_
SPF Stud
4--
3
6
9-122 11
SPACING -
Plates Increase 1.15
Lurnber Increase 1,15
Rep Stress f ncr YES
Code IRC2003fTP12002
REACTIONS (lb/size) 4= 17/Mechaniee1, 6;--317/Mechanical
Max Horz 6 =1 70oed case 4)
.Max UPiift =- (ie d c2 a ), =40([ead case )
FORCES
�] (lb) - ximurn Compression/Ma irnurn Tension
T P CHORD 1'2`324158.9 - _..-. f 42,, +- .-- / ,. 1-6=-25IJ 80
BOT CHORD 5-6:r--153/45,4-5=-86/239
WEBS 2-5=-7/112,,2-4=-406/171, 1-5=0/242
3,00 r", -2-
6
L
ime
1-11-8
1
DFFL
in
(loo)
I/defl
Lid
TG 0.37
Vert(LL)
-0.
5-6
>
360
BC 0.19Vert(TL)
--0.05
5-6
>999
180
VVE 0.11
Harz(TL)
0,00
4
n/a
n/a
(Matrix)
V" nd(LQ
0-00
5
>999
240
E3IN
TOP CIAO RD
BOTCHORD
110-1-6
PLATES
MT20
Weight: 30lb
GMP
197/144
Structural wood sheathing directly applied Or' 6- -O Or, purlins, except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind, ASCE 7-02: 90mph. h=25; TCDL=4,8pf, F 1L�4_ p f; Category 11, Exp C, enClCsed; FRS gable end zone; cantilever left ars
vertical left and right exposed Lumber DC)L=1.33 plate grip DOL=1.33. d right a eyed -, end
This truss has been designed for a IO,0 pst bottom r,hord lire Ioad n onconr,urren
W th a ny ether li ve load s.
This truss requires plate inspection per the Tooth Count Method where this tri
ss 4) deter to cgird r() for true to true con nect[on � chosen for �1��Jit�r �l� �r�ln a inspection.
Prcwide mechanical connection (by ether$) of truss to bearing piate capable of withstanding 9 lb uplift a
) This tis fs des���ed r1 �ecr�rd�r�ee with ti"�e° �� Irlt�er°n�ti�rl�l Residential cede e��fen � � t joint ��d �� 1� upll�: �t f �l�t .
R502,1 and R802-10.2 and referenced standardANSI/TPI 1.
I - AD CASE() Standard
M
1743
Tru s s�'ss T pea
SPEC IAL
' LOADING {psfj
TC LL
35,4
TCaL
8.0
BCL
0_0
BCDL
8.0
LUM13E
TOPH R D
BOT CHORD
WEB
SPF No—
PF N0.
4 SPF Stud
--
Qty
I�
--0
3 -11-8
a11-
Ply I `HiTE�S T.
e
I I
I ,fob Ecf rence i1opti�r��l
6,300 s Jui 1 J ffe 1'ndust-0
ries, Inc_ Tree Jun 19 09:00:32 2007 a -9c-
3
3x4 =
100 12
ME
--
REACTIONS (Ibl iz) 4= 178viechanical, 6= 17 chanical
M ax Hort 6 =1 I oad Ca se
Max UPlift4_-98(I0ad case 5), =-4 (load case
FORCES (1b) -Maximum Compression/Maximum Tension
T P H l D 1-2=-378/861,2-,3=-83/4:3,3-4=-129/49,1-6;---297169
ESOT HD 5-6;---160/55,4-5=-132/322
EE32-5=-20o,80. 2-4=-3581164, 1-5=-43/328
BFUCING
T P HO1 E)
BOT CHORD
CD
Mrd I PLATES GMP
300 MT20 197/144
180
nota
240 1 Weight: 301b
Structural woodsheathIng directly applied or -0-0 oc purlins,
_rg id cei 1,1 n g d i redly app 1i ed or 10-0-0 cc braci n g -
NOTES
1) Wind. ASCE 7-02, 0r"riph, 1= ftT CL=4.;Bpsf# B L)L=4,8p f, Category 11; Exp C,enclosed; NI -
gable end zone; cantilever letend right exposed left id right exposed; Lu- b r [OL1.33 plate grip D L=1_ rid
This truss has been designed 1:cr a 10.0 p f bottom chord live Pond noncon urrent with any other live loads_
This truss *require plate -ins;p ction per the Troth Count Method when this truss is chosen for uali assurance "
4) F fer to grrder(s) for truss to truss a�nnectrrr�s. � inspection -
Provide mechanical connection (by others) of truss to bear rrg plate capable of w'rthstandln lbs u
TC�l t� �s designed in��cc������ with the 'Q� Int�rr�.at.i�r�� Residential Code sections pll�t at joJrtt 4 and 4. lb uplift at joint�1� ��, � 1 . 1 and R802.10,2 and referenced Standard NIP[ 1.
LOAD CASE(S) Standard
.'e = 1::27..
except end ver#i d _
SPACING
Plates Increase
-&0
1.15
CS1
QEF
in
(lac)
It'd efl
Luer Increase
1.15
TC 0,24
BC 0.1
Rep Inr
1E
B 0.`i
art TL
(
Horz(TL)
-0,03
0.00
4-5
4
9
Code IRG2003FrP12002
atdx)
n d(L L)
0,00
5
n/a
>999
REACTIONS (Ibl iz) 4= 178viechanical, 6= 17 chanical
M ax Hort 6 =1 I oad Ca se
Max UPlift4_-98(I0ad case 5), =-4 (load case
FORCES (1b) -Maximum Compression/Maximum Tension
T P H l D 1-2=-378/861,2-,3=-83/4:3,3-4=-129/49,1-6;---297169
ESOT HD 5-6;---160/55,4-5=-132/322
EE32-5=-20o,80. 2-4=-3581164, 1-5=-43/328
BFUCING
T P HO1 E)
BOT CHORD
CD
Mrd I PLATES GMP
300 MT20 197/144
180
nota
240 1 Weight: 301b
Structural woodsheathIng directly applied or -0-0 oc purlins,
_rg id cei 1,1 n g d i redly app 1i ed or 10-0-0 cc braci n g -
NOTES
1) Wind. ASCE 7-02, 0r"riph, 1= ftT CL=4.;Bpsf# B L)L=4,8p f, Category 11; Exp C,enclosed; NI -
gable end zone; cantilever letend right exposed left id right exposed; Lu- b r [OL1.33 plate grip D L=1_ rid
This truss has been designed 1:cr a 10.0 p f bottom chord live Pond noncon urrent with any other live loads_
This truss *require plate -ins;p ction per the Troth Count Method when this truss is chosen for uali assurance "
4) F fer to grrder(s) for truss to truss a�nnectrrr�s. � inspection -
Provide mechanical connection (by others) of truss to bear rrg plate capable of w'rthstandln lbs u
TC�l t� �s designed in��cc������ with the 'Q� Int�rr�.at.i�r�� Residential Code sections pll�t at joJrtt 4 and 4. lb uplift at joint�1� ��, � 1 . 1 and R802.10,2 and referenced Standard NIP[ 1.
LOAD CASE(S) Standard
.'e = 1::27..
except end ver#i d _
Job
174
Tmss
JE
SL;M MitTru 5s, St Anthcn , ID, Mark manguM
1
Truss Type
SPECIAL
1-1I 1-8
--
,
W
Ply
"r-s i r C A N U:ti U U N T.
1
_u Jb Reference (optima
-3
� 0 Jai 11 2006 dvlf 19
Indu,,ne, Ido
2)c4 11
0 0
1--0
5 --
1 1 -
1--0 0-m
_ 4--
F'I #eits Xy' : �-� : - -' , -X1:0- -15, 0i54T
TOLL.
35.0
TDL
8.0
ROLL
0.0
BCD L
&0
LUMBER
TOP CHORD 2 X4 SJR F Flo_
BOTCH ORD 2 X 4 SPF Nc.2
'EBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress lnor YES
Code II 0O 1-1-P1 00
REACTIONS (Usize) 5= / ech n cal, 7=5:34/0-5-8
Hort 7=159(lood case )
U P10 =- feed case 7- 137 (1 oad case 5)
-
1
DEF L
in
l oe
lld efl
Ud
TC 031Vert(LL)
-0,02
7
>999
360
BC 017
Vert(TL)
-0.0
7>
999
180
WB 0.12
Ho (TL)
-0.0o
5
n/a
n/e
(Matrix)
ind(LL)
0.006
>999
240
FORCES �Ib - f a [mum Compressfan/Maximum Tension
TOP CHORD 1-2=-39/124.2-3=-285/41,3-4=-62/38,4-5=-1 /10
Y B 7jT H R D 2-7=-464/158.
1-7=-57138.6-7;---164/49.,5-6=-78/176 -7 =- �+7138 . �+;--- 1 64/49,. 5-6=-7 / 1 7
E B fes- =-464f 1 5 8 2-6=01276. 85 3-5=-311/135
BRACING
TOIL HOOD
ESOT JIRD
WWI
1-10-8
W
Tue Jun :00-33 Z -((z Page I
r _ -21 -15
PLATES GWP f
MT20 1971144
Weight; 35 ]b
Structural wood sheathing direct[ applied or -0-0 oo purlins,
R1 id ceiling direCtlY applied or B-0-0 ac bracing.
NOTES
1) Wind: ASCE 7-02, 0mph; h= ft., T L=4.8p f, B C L=4.8psf; Category ll, Exp , enclosed;
vertical left and �ght exposed; Lumber D L=1. .3 plate gn 1. F S able end one c tyle er left and r� litexposedF d
Ms truss is net designed toSupp-ort a cool -ng and is not intended for .use where aesthetics are a -con ideratio
- .
This to has been des-
. reed for o 10.0 psf bottom Chord live load nonconcurrent with arsother live loads,
4) This truss requires plate inspectron per the Tooth Count Method when this truss fs chosen for quall°rty a. uranc .
Refer to g i rd a r() for truss to tru s s con n eotion 33 e inooti n .
Provide rnechanIca I connection ft others) of tru s s to bearl n g plate eapehle of iths�tandin
7Th�� trussi designedine000rdan� Frith the 2003 I�terr�a#ior�al erder�tial soda Sections g 84
lb uplif# at joint and 137 Ib uplift at joint ,
�en� RSO.11.1 and R802.10-2 and referenced standardANSI/TPI 1.
LOADA: F-() Standard
except end veli ls.
Job - Truss_J
T�.as Tpt
1743 J3F
SPECIAL
SUM it Tru SS, St A nth oray, d[), etark lVan g ur n
L
1 1 __
--C
Ply i WHITE ANDS CONSM
iI
Job Reference (o tions,
.300 s Jeri 11 2006 Mire
--0
4
Industries, Inc, i %J G9:00--'34 2007 P.1ge
Ji
1---�'1-
4-1-8
--
Plate Offs--e—ts
LOADING
(p
TOLL
35.0
TL
B,D
BL,L
0.0
BCDL
U"0
LUMBER
TOP CHORD 2 X 4 SPF io.2
BOA' CHORD 2 X 4 SPF Ho.
WEBS 2 X 4 SPF Stud
WEDGE
Left; 2 X 4 SPF Stud
SPACING 2-0-0
P f ate$ Increase 1,1
Lumber Increase 1.15
Rep Stress .11cr yES
Code i 00P 12002
A
REACTIONS (ibIsiz) _ I echanical. 7=534/0-5-8
Ma
_.340-.-
Ma Hort 7=16700ad case 4
aX U p 11 ft5 =-82 (I oad case 5 r 7=-1 9 (load case
FORCES(1b) _ Maximum Carry pr r iori&ia imUM Tension
TOP H �.}� f ��-D 1-2=-7211 94,2-3=-1/50.3-4=-81/43,4-5=-127/48 L" =' 7 1 d 0. 3-4= _ 1 /4 a 4-5 =- 1 2 77 48
BOT CHORD 1-7--122/78, -7=-1 90/63, 5-6=-125, 21
EB 7=--459/138, 2-6=-7 0/404, 3-6=- 7/45. 3-5=- 44/1
1
CHEF L
i n
00c)
lfd fl
L/d
TC 0.22
Vert (LL)
-0.01
5-6
>g99
360
B C 0,1
rt(TL)
-0.03
5-6
>99,9
18C)
WB 0,17
H orz(TL)
0.00
5
n/a
r /a
(Matrix)rind(LI-)
0,00
6
>999
240
BFI;
T P CHORD
BOT JIRD
P
PLATES JJP
T20 197/144
l Wei ht; 34 1b
r
Structural wood sheathing directly applied 0r or, purlins, except end v rticaf
Rigid ceiling diractl applied or 6-0-0 cc. bracfn .
I
NOTES
1 rid: AE 7-02, 90rnph; ia=2ft; TDLv4_8Psfi BDt.,=4.8psfs Category il;e�cl�ae
rtrcal left and right exposed; Lumber D L-1. .plate grip D L=1. a P � �, MWF:RS gable end zone; ar�tide er I�� and right exposed � end
2) This tniss is not designed tO sUpport a ceiling and i not intended for use whereae theVc
Thi truss has beer? designed fors a 10.0 P f bOttorn Ch. rdfive load nonccncurrent with ares otre ar lr
Iive I deratron-
4) This truss requires date InspectioncInspectionper e ToCount �r�t fethod when this truss i � oads_
Refer to girders) for truss to tnus connection c�osan fer ��ali assurance inspection,
Provide mechanical connection (by others) of truss to bearing � ra# capable of- .
Tlrrr truss Is d�sin�d ina��ardarra With the 2�� Inter'rr�ti�rraJ R�identi�l r#Lrtandrr, �t� ��I�#t at joint � and �f lb ��li�°�# ��rnt 7.
Code sections I0.1 1.9 and R802.10.2 and referenced standardANSI/TPI 1.
LOAD CASE(S) Standard
'v1
e
I�.
3x4 _ : 11
1-6-0 11-11-8
1-6-0 0-5-8
PI to Offsets (X, :- 11;O-C�-C,0-1- 1, [1 :0-0-15, -5-4
LOADING (psf
T LL
35.0
T DL
8,0
BALL
0.0
BDL
8.13
'PACING
-0-0
Cir
c
DEFL
in
(Icy)
J/deft
Ud
Plates Increase
1,1
TC O.7Vert(LL)
-0.04
5-6
>999
360
Lumber Increase
1.15
ESC 0.27
Vert.(TL)
-0.09
5-6
>81 2
130
Rep Stress I n cr
YES
WB 0,17
Horz TL
0.00
5
n/a
n1a
Code I R 003/ -FP 1 3 0
(Matrix)
s
nd (LQ
-0.00
-6
>999
240
LUMBER BRACING
TOP CHORD 2 X 4 SIF No.2 No.TOP H RD
ESOT CHORD 2 X 4 SPF No,2 No,BOT HO D
:SDE
Leff., 2 X 4 SPF Strad
REACTIONS (Ib/size) 5=268/Mechanical. 6=534/0-5-8
Ma
=534/0- -
Ma Horz 6=17 (l ad cane 41
Max UPilift =- 1 load case 5), ®-1 (1 cad case
FORCES (Ib) - Maximum Compressien} Ia imum Tens on
TOIL HO FAD 1-2--104/150,2-3=-13C)/252,3-4=-127/61,4-5=-194/E39
60T CHORD 1-6=-86106, 5-6=- l 69/176
'4EE --- 121/26 6, - 182/141, `Y-736/31
5-1-1
:3 =
rue Jun 19 00:00'35 2007 Pace i _j
PLATES GRIP
I'T0 197P
Weight: 33 Jb.
Structural wood sheathi rig directly applied or -CY-0c pudIns, except end Verticals -
Rigid ceiling directly applred or 6-0-0 oc. bracing.
MOTES
1 Wind: ASCE 7-02; 0mph; h= ft; T DLT ,8psf, B DL=4. psf; Categiory II; Exp ', enclosed; .MARS gable end zone; cantilever left and right exposed ; end
v rti cal left and dt exposed; Lurnber [SOL=1. 33 plate grip D 0 U 1.33.
.) This truss is not desF ned to supporta ceiling and is not intended for use where aesthetics are a con id ration-
This truss has been designed for a. 10,0 psf bottom chord live load noncon urrent with any other live loads.
4) This truss r-egUres plate in s p ecion per tie Tooth Count M ethud when this truss is chosen far q u a I i ty assurance inspectlon.
R efer to 9 i rder(s) for tri s s to tris s con n ctions .
Provide me hanrcal co n n ectiar pothers of truss to bearing plate capable of withstanding 81 lb uplift at joint 5 and 139 J UPlift at j-CAnt 6.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and 8802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE ($) Standard
REACTIONS (IbYs e) 6-1109/0-5-8, 10=1273+'0=5-
Max Herz 1 0=11 (load case 4)
MaxUplift =-19 (load case 6), 10-- (load case
FORCES (Ib) - Maximum ompre - ier1/Ma imurn Tension
TOE H R D 1-. =-120/19 , - =-1418/31 , -4-=140 1316, 4- =- 1 ojf 6, 5-- --2 85/99
BOT HHD 1-10-'-54/115, -10-- 1. 8 , 6- --102'966, =-1021968, 6=7=-1 l2B
FB - 9-:;;-311/198, 3-9=- 10 1 /442, 3-7'-961425, 4-7--2'84'1 7, --1309/21 , -10=-1620/351
NOTES
1 Unbalanced roof lire loads have been considered for this design.
2) VVi rid: ASC F 7-02; 90mph h - p sfl Category 1]. Exp C, enclosed; M VVFR S gable end torte; canfflever left and Og lit exp used - end
vert cal left and right exposed, Lumber DQL=1.33 plate grip DOL=1.33.
3 This true is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.,
4) This truss has been designed for a 10.0 psf bottern chord live load noneonCurrent with any other lire loads.
This truss requires plate inspeiAon per tete Tooth Count Method when this truss is chosen for quality assurance inspection.
nne tion b offers) of truss to bearing plate capable of withstanding 198 lb uplift at joint and 2601b uplift at joint 10,
Provide ehar��e�i �o �
7) This truss is designed ire accordance with th e 2003 1 n tern ation a I Residential Cade sections R502,1 1.1 and F 802 ,10- 2 and referenced standar
d AN S l/TPl 1.
LOAD CASE(S) sianciard
0-4-
r
16-7'5
23-6-0
--6-10-11
8-2-10
PPate Offsets , 1:Ewe,0-1-
LOADING (pso d
SPACING
-0-0
l
DEFL in
(]cc) Ildefl
L/d LTE FOIE ---
!
TOLL 35.0
T C D L 8.0
Folates Increase
1,15
TC 0,5B
ert(LQ -0.09
7-9 >999
360 MT20 1971144
Lumber Increase
1.1
B G. 0.66Vert(TL)
-0-23
7-
1 C)
8 LL 0,0
Rep Stress Inrr
YES
VVB 0.89
Horz(TL) 0,05
6 n/a
n/a
B DL 8,0 =
erode IRC20031TP12002
(Nlatr x)
Wind(LL) 0.05
7-9 >999
240Weight: 97 i
LUMBER
BRACIN
TOP CHORD 2 X 4 SPF Na.2
BT CHORD FF r�lo_
TOP CHORD
Struckirai weed
sheathing directly' applied or 45-8 purlins, except
� r� pt er��i �rertFeaJ�a
EB 4 PF Stud
T H RID
Rigid rel1-ng directly appIied or 10-0-0 roc braying, Except.
' VED E
-0-D oc bracing.
1-10.
Left: 2 X 4 SPF Stud
VVEBS
I Flow at mApt
-10
REACTIONS (IbYs e) 6-1109/0-5-8, 10=1273+'0=5-
Max Herz 1 0=11 (load case 4)
MaxUplift =-19 (load case 6), 10-- (load case
FORCES (Ib) - Maximum ompre - ier1/Ma imurn Tension
TOE H R D 1-. =-120/19 , - =-1418/31 , -4-=140 1316, 4- =- 1 ojf 6, 5-- --2 85/99
BOT HHD 1-10-'-54/115, -10-- 1. 8 , 6- --102'966, =-1021968, 6=7=-1 l2B
FB - 9-:;;-311/198, 3-9=- 10 1 /442, 3-7'-961425, 4-7--2'84'1 7, --1309/21 , -10=-1620/351
NOTES
1 Unbalanced roof lire loads have been considered for this design.
2) VVi rid: ASC F 7-02; 90mph h - p sfl Category 1]. Exp C, enclosed; M VVFR S gable end torte; canfflever left and Og lit exp used - end
vert cal left and right exposed, Lumber DQL=1.33 plate grip DOL=1.33.
3 This true is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.,
4) This truss has been designed for a 10.0 psf bottern chord live load noneonCurrent with any other lire loads.
This truss requires plate inspeiAon per tete Tooth Count Method when this truss is chosen for quality assurance inspection.
nne tion b offers) of truss to bearing plate capable of withstanding 198 lb uplift at joint and 2601b uplift at joint 10,
Provide ehar��e�i �o �
7) This truss is designed ire accordance with th e 2003 1 n tern ation a I Residential Cade sections R502,1 1.1 and F 802 ,10- 2 and referenced standar
d AN S l/TPl 1.
LOAD CASE(S) sianciard
1743 TrUss 7ype oty
I� B
l I GALE
I
1
-1-2
1--
Plate Offsets
LOADING (psfj
TCLL
35.0
TC!]L
8.0
BCL
0.0
BCDL
$,p
6.00 I2
3
14
SPACING -G-0
Pl2teS Increase 1-1.
Lumber Increase 1,15
Peep Stress Incr NO
Code J f 00 /TP f 20.02
LUMBER y
TOP CHORD 2 X 4 SPF No -
B T CHORD 2 X 4 SPF No2
OTHERS 2 X 4 SPFStud
WEDGE
Left; 2 X 4 SPF Stud, Right4 2 X 4 SPF Stud
5
1 :0--7,Edcle
1
TC 0.29
eC 0.20
WB 0,27
(Matox
R,
4X4 '-
7
-0 -
2--0
DEFL
Vert(LL)
Vert(TL)
H=r TL
in
n/a
nJa
-0.01
BRACING
TOP CHORD
BOT CHORD
8
dry wH1rE SarvaS cor�s7.
Job Rkfirtevinocceo tianal
6.300sJ 11 2006 PAT e Industrie ,fns,
9
2-0-0
F
10
If
Tue Jun 19 Gtr, YAO 2007 lugs 1
(10C) Udef1 L}d
PLATES aim
n1a 999 MT20 1971144
n/a 999
1 ria nr
eight, 106 Ib
Structural wood sheathing directly applied or 10-0-0 no purlins.
Rlgid ceiling {directly applied of -0-0 oc bracing,
12
REACTIONS(lb/size) 'I _411,C) -0F 1 �14rr-0-0, -1 /-0-0, -=1 /-0-0
M ax Hort 5=-85(lcad Calc ) �24=154/22-0-025=,IJ-�-�, 18, 1�' -0-0, 1 7_1 1 -0-0, 1 s 1 �'/-0, , �1 =154/ - -0 +f� Lf �'
M ax pliffl _=(Icad cas e 5), 2 2=-8 (load cas e 5), --7 (Ioad cas e 5), 24=-81 fob ca S e 4 _ _
15=-770cad case ), 14'-1 0(load vase , --y I ad -, Io d �- hod -- Inad
case B)
M ax rav19;-- 341 (load ca se 1), 21,1Joad iso ), -1 9=iced cas e 1 _(Ica d cas e_
1 (l ad case 1 q), 15=1 (load case 1), 14=395(load vase 10 I 1 J . = 5 1 , ` = 1 io d 1 1 1 J
FORCES (1b) - MaxiMUM Compression&aximum Tension
TOP CHORD 1-2=-1 03/237, 2-3=-42JI9 , 3-4--4/209, 4-5=01206, 06, 5-6-0/208, 6-7=01204 7-8=0 _
12-13=- 100/2 3 , - - -1 0/206, 10-11;---0/209, 11-1 =-38/1 98,
BOTCHORD ORD 1- --15x/11 , 24-25=- 15 0 11 o, - 24--150/110, 22-23=- 1 0f110, 21-22;--- 150 -0/110 _
VVEBS 17-18--150/110, 18-17--l501110, 15-1 --150/110' 14--15`-15c/11 1 1 �I - 1-- 15 11 , 1 -20--150/ 11 o, 1 s-1 --1501110,
12-14;--
{y_ rte}+ rf, - -- - i , - , -1 9L a , 10-16=-185/85,
MOTES
1) Unbaianc d roof live roads have been considered for this design.
Wind: ASCE -02; 90.rnph, h -ft, T1) L-4.8pSf, BCDL=4.pf, Cate-gory11' F -
orticaJ left and right exposed; Lumbar D L=1,3 plate gripDOL-11 � p 1 r1��o od, J-1 �Ik�i Ind ����, �I�trJ�� r I�1�# �r�d right exposed �r��1
Truss designed for wind loads in the plane of the truss only. For studs expo -zed to wind (rrorrnal to the faces
4 This � rias been designed for a 10. p f bottom chord five load nonoortourrent wit , IIT° „ nerd abl end otail`i
All plates are 4� MT20 unlessotherwise indicated. � �n ot��r I�� �c�d .
This trussre-quires plate inspection ,per the Tooth Court Method when this trussis chose
7 Gable studs spaced at -0-0 o n for gIFtrnoo inion
� h an i ori c o n ration (by o,r ) of taus to bearir�
8 Pro�f�o� rno
g p ate capabl of +�t�istancfing 5 1 upl-�t at��aint `� , 8 lb uplift at 'oint �' Ib uplift at -crr�t
81 Jb uplift at joint 4' 125 1b Wiff at joint , 5 1b up -lift at joint 1 , Tb uplift at pint 1 8 lb
Upie at J10int 18, 77 1b uplift at joint 1 and 130 Ib upiiff at joint ` 4,
Nor Standard b��rir�� condition. I���ri required.
10) This truss is designed in accordance with the 2003 �r7temationa1 Residential Code sctians
F50m11A and 180.10.2 and rferriced standard ANSrPil I.
,LOAD CASE(S) Standard
1s
- Tr -u ss �I Tru T
MONO �Q
�I 74� I
urnmit Truss, St AnthonY, lD, hark
1
3A =
--
-q -7
HIM
19
_1-214
3Y4
2
4--7
--4
2c4 11
-4-
4-- 1
QtyIr I "H ITE NT.
1,
6300 S Jul 006 MiTe �nduStfiOS, Inc. Tiae Jun 1 .
51
4-6-12
s
3xA =
LOADING (pso
SPACING
-0-0 �
1
I
D EFL
i n
(Ioc)
11d efl
Ud
TOLL 35.0
Plates Increase
1.15
TC 0.75
' ert(LL)
-0.05
8-9
>999
360
T C L 8.0
Lumber Increase
1-15
BC 0.58
rt(TL)
--0.08
8-9
>999
180
BCL ao
Rep Stress Incr
NO
WB 0.96
H rz(TL)
0.03
7
rY
n/
.
BCDL 8.0
Code IRC2003fTP12002
(Matrix)
Wind(LL)
0.03
&-9
>999
240
LUMBER
TOP CHORD
BOT H RD
WEBS
X 4 CSF 21 O1- 1.F_
4 PF No-
4 SPF Stud *Except*
4 SPF talo.
RE -ACTIONS (Ib/size) 7=1571(�-. 10-1022/0_5-
M ax H orz `1 0=322 Iced cs e 4
Max Uplift7=47(lcad ease ), 10=- (load case
FORCES (Ib) - Maximum CompressionlMaximum Tension
TOP CHORD 1-2=-90/124, 90/124, - =-1527/233, 3-4=-256/61, 4-5=-1710,4-7=-6391279
B07CHORD 1-1 0 -93/92. 9--10--42[ 11 x.70, - =-420/1270, 7- - 7/1 0 , 6-7- /0
WEBS 2-9=0/1 25, 3-8= 01274, -8-- /145, 3-7-1 014461' -10=-1621,1314
BIH
TOP HbCO
BOTCHORD
14-3-1
PLATES
MT20
Weight, 59 Ih
GRIP
1971144
�kt-21
Structural wood sheathing directly applied or 5-9-2 cc purlins, except end verticals.
Frigid ceiling direefly applied or 6--0-0 ce bracing.
NOTE
1 ' Trod: ASCE 7-02, 0mpha h= .5ft; T DL=4. psf; BC L=4. p f; Category 11; Exp . enclosed, MVV, gable end zone; cantil ever left and rightexposed; end
vertical left and dght exposed, LLmber ?L=1.33 plate gdp D L=1.33.
This truss is not designed to support a ceiling and is net intended for use where aesthetics are a consideration.
This truss has been designed for a 10.0 p sf bottom chard live load ncnco n current. with a ny other I!ve loads.
4) Th[s truss requires plate inspection per the Tooth CoUnt Method when this truss is chosen for quality assurance inspection.
5) Provi de mechanical con nectierg (by other) of tru-5 tc bearing pt.ate capeble of withstand ng 437 1b uplift at joint 7 and 232 1b upIiff at joint 10,
This true is designed in accordance with the 2003 1ritemational Residential Code section 8502-11.1 and R802-10-2 and referenced standardANSI/TPI A1.
7) In the LORI CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1 Reg uIar: Lumber I ncrease=1.1 , Mate Increase= 1,1
Trapezoidal Loads pplr)
E=-10 4= -8= -108) -to -5--238(F=-111,=-111
'�er#: 1=0(F=, B=8)-tc---�'F=-'1, B--1, 1=0(F=4, �;4)-t�4-_02�E=-1 , - ��=-'I�, -
-Uss -Type Qty
2
ClA J1
umf.tit Truss, St Anthony, ID, Mark Mangum 9-1-
--
6-8-2
Pl
-
Ply VvH[TESANDS CONST,
1
1
Job Reference(qption2 1
6.30 0 s Jul 11 2006 MIT k indust�e � lroc. Tue Jun '1 0& : � � Page
U4
,4
Plate Offsets (X, e [1:D-0-0.0-"1-'1, f1:0 -G-15,0-5-4
im
I j
1-6-0 0--1
4 =
--R
4-11-6
6-8
11-
1-4
LOADING
(psf
ISPACING 2-0-0
CSI
REEL
in
(loc)
Wdefl
Ud PL TES GRIP
TOLL
35.0
Plates Increase 1.15
TC 0.39
Vert(LL)
-0.02
--6
>999
3BO MT20 1971144
T DL
5.0
Lumber Increase 1.15
BC 0-19
Ve.rt(7L)-0.04
--6
>999
180 i
B LL
0.0
Rep Stress Incr YES
VVE 0-11
Horz(TL)
-0.00
.4
n1a
nja
BGDL
6.0 I
Code IRC2003TTP12002 °
(Matrix)'
nd(LL)
0.00
5-6
>999
240 Weight: 24 ib
LUMBER BRACING
TOIL CHORD 2 X 4 SPF Na.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 BOT CHORD
VJEBS 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud
REACTIONSIblsize) 4=1 81r0echan cal, 5=32/Mechanical, 6-44:8/0-5-8
Ma
=44 /0- -
Ma Ho rz 6=1 5(l cad ca se
Max Uplift4=-`114(Icad case 5), =- �10ad case )
M ax G rav 4=18 (l oad ease 1) � 5= 72(l cad eas a 2), =( load case I �
FORCES (Ili) - l aximunn Compression/Maximum Tension
TOE H ISD 1-2=-42J29,2-3=-166/87,3-4=-84/51
BOT HCS 1-6=0154,5-6=0/0
WEBS 3_6=-143/67, -6_-405/20
Structural wood sheathing directly applied or 0-0 cc purlins—
Rigid ceiling directly applied or IG -G-0 cc bracing„
NOTES
1) Wind. ASCE 7-02, 0mph; h- ft, T DL=4. p f; BCIDL=4. psf Category 11, Exp ! enclosed; MWFRS gable end zone; cantilever left and right exposed ; end
Vertical left and right exposed, Lumber D L =1 i33 plate gdp DOL=1. P
This toss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
This truss has been designed for a 1 O,O p f bottom rchord live load nanconcurrent with any ether live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
Refer to girder(s) for truss to truss connections.
Provide mechanical connection by others) of truss to bearing plate capable of withstanding 114 lh uplift at joint 4 and 89 Ib uplift at Joint 6.
7) This tm s is designed in accordance with the 2003 International Residential Code sections ,R50 .11.1 and R802.10-2 and referenced standard ANS[/ -FPI I _
LOAD CASE(S) Standard