HomeMy WebLinkAboutTRUSS SPECS - 07-00558 - 679 Mill Stream St - New SFRSunimot Truss
211 W Indnsftrial Park Rd
•
St. ARthUilyy IDD 83445
(208) 624-0333 Fax. (SOS) 624_0336
r I - Block NE
Model: Lot Coritact: i date: Iice;
Nie; - -
0
Phone:
Fax:
O
Teu tali e Delivery Date.-
Profile.-
ate;
Prafiie: I%: I TTMS Id:
To:
ROBINSON CONST
I
Deliver To:
ROBNSON CONST
BCH ROBIN -SON ID
Span: Truss Type: Top Pit. LOH
Height
Bot- Pit.
Quorl
a
Job Number:
agf
Daty
2154
1
10/2910-7 10:17-146
Account 4 355548450
Designer.MEM
i
Eric Anderson
Quote Nuber. 21.54
Pro. cif a tuber:
—08-00 ; FIN ' —09-1 1-06—M o 01-06-00
2t� 85 . each i
7.00
g6 Al 22-08-00 FlNK ,07-09-14'01-06-
83 lbs. eacb
7
AG 22-0&00 GABLE
- --_ _ 99 lbs. each p
7.00
16-oo-oo COMMON 1 1-06-M 0 1
P49 h& ewh
1 -Ply
7.00
V_ _
o C
B116-00-00 HOW 0�-
Ii
—.1,2
- .—
00
Y f
BG 16-00-00 GWLE 05-10-09. 01-06-00 014)6-00
1 lbs. each
4.95
w I C1 1 11*3-00 MONO TRUSS 05-10-00 1-7
43 Ibs. each
.. _
00
5-11-1-
e15150Z
16 Ibs. each
7. 00
C1B 0341-12 1 JACK
03-0"7 -
1 l lbs each
7.00
ti 1 01-11-12 iJACK i O —04—' � 01-06-00
7 tbs. each I
G 15-- GABS i 0-1 1--- 1
-06-00
59 ft. eachg
_-
I :.101-064)0
95 ft. h
7.00
a, 1 -
1 lbs. caeb 4
4
7.00
DG 2&46-00 GABLE 108-09-09 -06-W
r
- -- - 143 Tbs. each a
i
A J 6E 21-00-00aMONO HIP � —10— 1 —06-00 l0 lbs. each 2X4 2X6
. I 7.
00El
21-WCO MONO R ° 0-00-0 9. 01--00
R
93 tbs. each
7.00
1 29-00-00 MONO RTP 07-04-05
-- -
139 lbs. eachr
o7.00
1 ll -00-00 MONO
.- HIP 06-02-
Ni- ! 127 lbs- each
i00
I
I E12 29-00-00, M0.N0 HIP
- -�&154 s. each "2X4 2X6
7-00
21-00-00 ; MONO HLIP ! 102- 01-06M
96 lbs. cacti a
7.f*
21-00-00 P I L 109-04-09 1-
- _ l' tbs. each.
CO
LO
LO
CD
o
�
CD
�,
Summit Truss
211 W Industrial Park Rd
SL Anthony, 11D 83445
(208) 624-033.3 Fax: (208) .624-0336
Project: ROBINSON Block Na: STONE
Model: I nt- XT"- 1A
Contact: Site:
0 ffil C C.
Name:
Phone:
.-Fax:
Tentative Delivery Date:
A
Profile: Qty: Tess id:
To:
ROBINSON CONST
Deliver To:
ROBINSON CONST
MITCH ROBINSON
REX13URG, ID
F Pit_TT7SSpaw. russ ype-, opPT LOH
11 Height I
R4 21-00-00
109 lbs. each
3 E5 21-00-00
98 ft ea&
4 33-00-00
146 tbs. each
5 E7 29-00-00
I
'142 tbs. mwh
132 lbs. each
29 -WOO
22 i JIL 08
-0040
29 lbs. each
SCISSOR
,I.Bot ' . Mt. I
1 7.00
4.00
7.00
10-10-01 lot -
4 -00
7AO
1041 OL
4-00
7.00 1
SPECIAL 10-10-01 01-
4.00
7.00
PE UL 09-08-05
4.00
7.00
RW 08-0 6-05
Job Number:
Page:
Dam:
2154
2
10/29/07 10:17--48
Acc—ount No: 355-549450
Designer- MEM
Salespenon: Eric Anderson
Quote Number-- 2154
P.O. Number:
I
feb 4 Emil
Total Truss PTice: $3.900.00
Mise. Items: $0.00
SUB -TU $31900-00
Mivery: $75.00
Selfing Price: $31975.00
SALES TAX IS NOT INCLUDED IN PRICE SHOWN
SPECIAL ORDER HANGERS NOT NCLUDED
1
L
mr
C4
aj
_—lf
F k6
Tniss T"JW Type
12154
FINK
Surnriah Trussqqthony, ID, NI&A Mangum
- -- - ------------
ply
6�!
Job Reference (ovtonal)
29 10-'UJW-PM7 Page
-1 -6-0 5-10-13
16-9-3
1-6-0 5-10-13
5-5-3
Plate Offsets (X.,)o p�-i-0-1gj
20
LAM G (psSPACING 2-0-0
TOLL 35-0 p Plates I nm -ase 1-15
TL 8-0 LLuTter Increase 1-15
SC"
Rep Stress Incr YES
BCDL 8.0 Code [RC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPP No,2
BOT CHORD 2 X 4 SPF No
WEBS' 2 X 4 SPF Stud
REACTIONS (ItYsize) 2!=12G-5-8,6-1288/0-5-8
Max Hort 2=-213(load case 3)
Max "2--293(lDad case 5),&--2930oad case. 6)
CS1
TC 0.43
BC 0.46
WB 0-21
(Matrix)
=ORCES Ob) - Maximum Compressiorimaxi MUM Tension
FOPCHORD 1-2--0168-12-1'745WP,3-4=-1445333,4-,r,,.---144&303.,5-6-.1745/302,6-7--0/68
30T CHORD2-1 G= -236113M, 9-1- , 8-9--58%7,6-8-- 15&1388
SBS 3-10---429/217, 4-1 C=-112/498. 4-8=- 112/498, 5-8=4291217
La -M,
4
1A-9-7
V=
I A
BRACING
TC)F'CHORD
BOT CHHD
5-10-13
22--
--
PLATES GW
TO 1971144
Weig.ft- 85 b
StTuct,Urai wood sheathing d -freely applied or 4-0-1 oc pud-ins.,,
Rigid cefling directly aWied or 10-0- 0, oc bracing-
s
NOTES
IV esi
1) Unbal2nced roof Ii e loads have been wn-sidered for tft d gn.
2) Wind: ASCE 7-02; ph; h= ft; TGDL=4.8ps1; BC DL p fCategOrY 11,2 Exp C; ewlosed; MWFRS. Bade end zone: canfilever left and right exposer erxJ
verfical left aid n 9'ht exposed Lumber DOL --1 .33 plate grip DOL-;- 1.33,
3) This iruss h2s been designed for a, 10_ psf bottom chord live load normncurrent With any other live loads.
4) This ftss requires plate -Inspecbon per the Tooth Count Meffiod when ths truss is chosen for quafity assurance inspection,
5) Prime mechanical connecton (by othef s) of truss to beadng pble capable of w0stand-Ing 293 lb uplift at joint 2 and 293 lb Loift at 1-oint 6-
6)
This russ is designed in accordance with the 2003 1 ntemadonal Residenfial GDde sect cws 8502-11.1 and FWV- 10.2 and refererced standard ANSVFP 11.
LOAD CASES) Standard
24-2-0
1-6-0
scale = 1 -ZO.6
Job jr Truss
�1 54 Al
if 1, 3—
Mangum
M
1
-.5-10-13
5-10-13
russ TyW
INK
CAY ply "5111-NSO� ROBINSON
6 1
I Job lien m Lo nal)
6.300 S Jul 112006 Wel kdimbies, hic. Mbn Oct 29 1-01 8:W 2W7
11-4-0 16-9-3
5-5-3
4
5-10-13
scaie =
9-1-2
14-2-7
Plate 0 ftlets f6:0-&1,0-0-141
LOADING(ps�
TL 35.0
TGDL 8-0
BCLL 0-0
BODL &0
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No -2
WEBS 2 X 4 SPF Stud
SPACING 2-0-0
Plates Increase 1-15
Lumber Increase 1.15
Rep StTess I r= YES
Crcde IRC2003ITP12002
owl
-1294/0-5-8,,6=1 12&0-5-S
REACTH)M (lb/size) 2 -
Max Herz 2m --227(1W case 4)
Max Llplift2-294(load case 5). x-200( lead case 6)
FORCES (1b) - Maximum Compression/ Maximurn Terwfor
i-
TOPCHORD 1-2=0�68.,2-3�---175&305,3-4=---1457/305,4-5�.---1475/324,5-6-n-175LI1325
BOT CHORD- 9=-258/1398,8-9---81/9�-�,7-8=-81/968,6-7=-197114:;�2
'WEBS 3-9=-4301217 4-9--Illi4,9B,4-7=-lW530,5-7---448/230
5-8-13
BRACING
TOP CHORD
'BOT CHORD,
Ud
360
10
Roa
240
Structufal wood sheathinQ directly
Rigid miling directly applied or 10 -
NOTES
1) Unbalanced roof live loads have been comidered for this design
2) Wind: ASCE 7-02; 90mph; h=25ft; TC DL --4.W; 130131--4,8pst; Category 11, Exp C; en used; MWFRS gab4e end zone', ca mile left and rexposed ; en
verbc -al left and right ems d; Lumber 1301-:=1 -33 p4ate grip DGL=1.3,3.
3)
Tis buss has been gned for a 10.0 p bottom chord live load rio nconcu rrent wfth any other We Loads.
4) Ths truss fequires plate per the Tooth Count Method when this truss is chosen for quality assurance -Inspecton.
5) Pruvide medmniGal connecfion �by aftiers) of tnm to bearing ptate capa]:Ae of withstamh ng 294 lb upW at 0i rit 2 and 200 1b upift at joi nt 6-
6) Ttis ftm is designed -in a=rids nce with the 2003 International Residertal Coode sections R502-14-1 mid 8802-10.2 and referenced standard ANSUP1 1.
LOAD CASE(S-) Standard
8-5-9
9-1-2
I DEFIL
in
(10G)
I Viert(LL)
-0-13
6-7
VerLffl-)
-0.31
6-7
Horz(TL)
0-05
6
WirxJ(LL)
0-07
&7
BRACING
TOP CHORD
'BOT CHORD,
Ud
360
10
Roa
240
Structufal wood sheathinQ directly
Rigid miling directly applied or 10 -
NOTES
1) Unbalanced roof live loads have been comidered for this design
2) Wind: ASCE 7-02; 90mph; h=25ft; TC DL --4.W; 130131--4,8pst; Category 11, Exp C; en used; MWFRS gab4e end zone', ca mile left and rexposed ; en
verbc -al left and right ems d; Lumber 1301-:=1 -33 p4ate grip DGL=1.3,3.
3)
Tis buss has been gned for a 10.0 p bottom chord live load rio nconcu rrent wfth any other We Loads.
4) Ths truss fequires plate per the Tooth Count Method when this truss is chosen for quality assurance -Inspecton.
5) Pruvide medmniGal connecfion �by aftiers) of tnm to bearing ptate capa]:Ae of withstamh ng 294 lb upW at 0i rit 2 and 200 1b upift at joi nt 6-
6) Ttis ftm is designed -in a=rids nce with the 2003 International Residertal Coode sections R502-14-1 mid 8802-10.2 and referenced standard ANSUP1 1.
LOAD CASE(S-) Standard
8-5-9
9-1-2
Summit True tpthony,, 0.,
VC
I ji I I I Z-! 14 ffi 111
Tr1W T)"
1-6-0 11-4-0
'I
22-8-0
ply
ROBINSON C*NST-MrTCH ROBINSON
Job RotEd)
eform (W!�Pn
6.300 9 Jul I I 20W WTek lrxkmtries, Inc. Mon Oct:�Y 10-18,39 2007 Page
LUMBER
TOP CHORD 2 X 4 SPF Na.2
BOT CHORD 2 X 4 SPF Net
OTHERS 2 X 4 SPF Stud
BRACING
TOP CHORD
BOTCHORD
22-8-0
11-4-0
PLATES
120
GFIP
197/144
Structural wood sheaftng d Eft applied or 6-0-0 m puffins.
Rigid ceiling directly applied or 10-0-0 oc bracing -
24-12-0
ScSe IAM:.
RF -ACTIONS (hSize)2=33f)i22-8-0,12=330/22-&0,18-lW22-8-0,19---202122-8-0,2]D=21li22-8-0,21=177M-BA22=2B2/M-8-0.17=202M-&(),I&=211M-&0,15--177re2-&O,,14--28212-2-8-0
Max Horz 2=213(load case 4)
Max Upfift 2=-8Woad case 5),, 12,103 1e i case 6),19---66(kad case 5), 20-76 (load casefi), 2-1 =-74ockad case 5), 22=-77(joad c2se 5).,17=fir ad cme 16).'. 1 &----f7(k)ad case 6) , I 5=74(load
=e 6), 14=-76 (load case 6)
Max Gray 2=330(load case 1), 12--330(kiad case 1), A 8=1 80(bad caw 1), 19=2100 d casia 9), 20=2l1 d CaM 1), 21 =177(k)ald case 9), 22--,-W(k:)ad case 9). 1 7=21 0(load case 10)
16=21 1 (load case 1),, 151770 10), 14=2;B2(load case 10)
FORCES (lb), - MaAmurn Gompre- ssio nv"Jmurn Tension
TOP CHORD 1 -2 ---OM, 2-3=-1 67f144), 3-4=-1 11i123,5�--77/122,5-6=-6WI57,6-7=-68/189,7-8---681182, 8- =-6W1 31, 9-10--66172, 10-1 1=-78/41,
11-112--104157,12-13=0156
IBOT CHORD 2-22-291148.21-22=-29,'148,2C�-21,29/148,19-20---29il48,l8-l9=-.29i148,17-18=29/148,16-17
12-14--29/148
WEBS 7-18---14&0., 6-19---178/85,5-20=-'1'77/97,4-21=---150185,3-22=-237ill7,8-17=-17al-82,9-1-177.x'98, 1G -15=-15D'84,11-14=-237/117
NOTES
1) Unbalanced root I Iceds have been considered for this design.
2) Wind: ASCE 7-02; 90mph; h--25ft- TCDL=4.8psf; BCDL--4-8pst, Category 11; EXP C; enclosed; MWFRS gaHe end one; canfilever left and right exposed end
verfical left and right exposed-, Lumber L=1.33 plate grip D0L=1 -3&
13) Truss designW foT vond loads in the ala of ffie truss orily- For studs exposed to Wind (nor mm] to the face), see U7ek "Standard GaNe End Detail"'
A-) Thistruss has been. designed for a 1&0 psf bottom chord)ive load nonowcurrent with any other live loads -
5) All plates -are 2x4 MT20 unbess oftnwise -Tr6cated-
6) This russ requires pLate kxpec&m per the Tooth Count Method when this truss is chnsen for quality assurance iuspect-KWI-
7) GatAe requires contnuous boffm � beading.
8) Gable studs spaced at
9) Provide mem nical cormection ft pbltws) of hu3s to beani rig plate capable of withstandi Fig 801b uplift at jet 2,103 fb uprtff at joint 12, 66 lb uplM at poi rpt 19, 76 ib
Loift at J-O-IM20, 741bupUftatjoiint21l,77lbupFrf`t at joint 22,641b uplift at idnt 17,T71b uplift alldnt 16, 741buPfAcljoint 15 and 76 IIS at joint 14,
10) This truss JTS d esigned in accordar�ce vvflfi the 2003 Internathnal Residential Code secfions R502-1 1 -1 and R802--10-2 and referenoed Standard ANS ITP 1 1
LOAD CASE(S) Standard
22-8-0-
PWe,CWsets(X,Y):
0813-M.0-3-01
LOADM (p
PAC3NG 2-0-0
CS1
DEFL
in: (lW
TOLL 3.0
Plates 1=ease 1.15
TG 0-26
Verl(LL)
-0.02 13
TGDL &0
Lumber [=ease 1-15
SC 0.07
Vert TQ
-0-02 13
SCLL 0.0
Rep Stess 1 YES
WIB 0-14
Ho (TL)
Oz 01 12
8CDL 8.0
Code IRC2003ITPI; W2
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF Na.2
BOT CHORD 2 X 4 SPF Net
OTHERS 2 X 4 SPF Stud
BRACING
TOP CHORD
BOTCHORD
22-8-0
11-4-0
PLATES
120
GFIP
197/144
Structural wood sheaftng d Eft applied or 6-0-0 m puffins.
Rigid ceiling directly applied or 10-0-0 oc bracing -
24-12-0
ScSe IAM:.
RF -ACTIONS (hSize)2=33f)i22-8-0,12=330/22-&0,18-lW22-8-0,19---202122-8-0,2]D=21li22-8-0,21=177M-BA22=2B2/M-8-0.17=202M-&(),I&=211M-&0,15--177re2-&O,,14--28212-2-8-0
Max Horz 2=213(load case 4)
Max Upfift 2=-8Woad case 5),, 12,103 1e i case 6),19---66(kad case 5), 20-76 (load casefi), 2-1 =-74ockad case 5), 22=-77(joad c2se 5).,17=fir ad cme 16).'. 1 &----f7(k)ad case 6) , I 5=74(load
=e 6), 14=-76 (load case 6)
Max Gray 2=330(load case 1), 12--330(kiad case 1), A 8=1 80(bad caw 1), 19=2100 d casia 9), 20=2l1 d CaM 1), 21 =177(k)ald case 9), 22--,-W(k:)ad case 9). 1 7=21 0(load case 10)
16=21 1 (load case 1),, 151770 10), 14=2;B2(load case 10)
FORCES (lb), - MaAmurn Gompre- ssio nv"Jmurn Tension
TOP CHORD 1 -2 ---OM, 2-3=-1 67f144), 3-4=-1 11i123,5�--77/122,5-6=-6WI57,6-7=-68/189,7-8---681182, 8- =-6W1 31, 9-10--66172, 10-1 1=-78/41,
11-112--104157,12-13=0156
IBOT CHORD 2-22-291148.21-22=-29,'148,2C�-21,29/148,19-20---29il48,l8-l9=-.29i148,17-18=29/148,16-17
12-14--29/148
WEBS 7-18---14&0., 6-19---178/85,5-20=-'1'77/97,4-21=---150185,3-22=-237ill7,8-17=-17al-82,9-1-177.x'98, 1G -15=-15D'84,11-14=-237/117
NOTES
1) Unbalanced root I Iceds have been considered for this design.
2) Wind: ASCE 7-02; 90mph; h--25ft- TCDL=4.8psf; BCDL--4-8pst, Category 11; EXP C; enclosed; MWFRS gaHe end one; canfilever left and right exposed end
verfical left and right exposed-, Lumber L=1.33 plate grip D0L=1 -3&
13) Truss designW foT vond loads in the ala of ffie truss orily- For studs exposed to Wind (nor mm] to the face), see U7ek "Standard GaNe End Detail"'
A-) Thistruss has been. designed for a 1&0 psf bottom chord)ive load nonowcurrent with any other live loads -
5) All plates -are 2x4 MT20 unbess oftnwise -Tr6cated-
6) This russ requires pLate kxpec&m per the Tooth Count Method when this truss is chnsen for quality assurance iuspect-KWI-
7) GatAe requires contnuous boffm � beading.
8) Gable studs spaced at
9) Provide mem nical cormection ft pbltws) of hu3s to beani rig plate capable of withstandi Fig 801b uplift at jet 2,103 fb uprtff at joint 12, 66 lb uplM at poi rpt 19, 76 ib
Loift at J-O-IM20, 741bupUftatjoiint21l,77lbupFrf`t at joint 22,641b uplift at idnt 17,T71b uplift alldnt 16, 741buPfAcljoint 15 and 76 IIS at joint 14,
10) This truss JTS d esigned in accordar�ce vvflfi the 2003 Internathnal Residential Code secfions R502-1 1 -1 and R802--10-2 and referenoed Standard ANS ITP 1 1
LOAD CASE(S) Standard
At Truss
I
16
2154 18
Summft Truss, St AjlflMy., ID, M, ark Mangum
I
iyu
MY
Job
6.300 s JLd 112006 Wek hxkrsm� kv, Lion W 29pjtL�39 2007 P�69_ -I-
1-6-0 8-0-0 N% ^
8-G-0
Scde - I
3
plate Offsets (X')]'_,L2_0-1-3,Edge]
LOAJ)M. (Psj)
TELL 35.0
T 8.0
BCLL 0-0
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
SPACiNG 2-0-0
Plates. Increase 1.15
Lumber Increase 1-15
Rep Stress Incr YES
Code I RG2003)TP12002
REACTIONS (IbJs€ze) 2=94&G-5-8, 4-55-8
Max Hort 2-152 (load case -3)
Max Upal ift2=-233(load case 5).4=--233(ked case 6)
i
FORCES (fb) - Maximum Compressio WMakimum Tension
;TOFICHORD 1-2--0/68,2-3--I0WIBO,3-4=-10562'180,4-5mOf6,8
BOT CHORD 2-6-5,W69, 4-6=-55/769
WEBS 3,-6=01327
DEFL
in
(Ioc)
Ve(LL)
-0.14
4-6
VertCrL),
-0-26
4-6
H=(TL)
0-02
4
Wnd(LL)
0,09
2-6
BRACING
TOPCHORD
BOT CKORD
VdeH
>999
>730
n/a
>999
Ud
360
180
Wa
240
16-0-0 1 P
M
Unlip,
MT20 197/144-
Weight- 49 lb
Structural wood sheathing direr applkW or 4-6-1 cc purlins_
RigidCeiling direcfiy applied or I G-0-0 oc bracing.
NOTES
1) U P balanced roof live loads have been considered for this sign.
2) Wind: ASCE 7-02� 90mph; h=25ft; TCDL-4_8psf; BCDL=4.8psf; Gategory 117 Exp C; enclosed, MWFRS gable and zone', carde%w left and right exposed ; end
vertcal left aW right exposed-. Lunber DOL -=l .33 plate gnip DOL=4_33,
3) 11is truss has been designed fm a 10-0 I bottom chord firve load non carcurrent with any other live loads.
4) T truss reqLdres plate inspmfion per the Tooth Count Method wheri this Vuw is chosen for quality assurance inspection.
5) Provide me&anicalcorineugon (by others) of truss to bearing pito capable of withstandkU 233 1b uplift at joint 2 and 233 ]b uplift at joi rTt 4-
6) TWdesigned in accordarr.,e with the 2003 Ifflernational. Residertal Code sections X11.1 and R802-10 -2 and Teterenced standaFd ANSVTPI I
Job Truss
1 B1
90PIT,t Truss, S1 Anthony, IIS, Mark Mangum
Truss Type - -
HOWE
Ply H II'+llQtY
- __ -- - -- -
2 Jeb Rele�ren banal
4* 11
3
4-4
2007 Pgq-L
A
4-4-8
- • �o__
LOAD (pGM -"
I` LL 35.0 Plates e e 1.15
T DL 8-0 Lumber Increase 1.15
LL 0-0 RIS Stress Incr ND
DL- 8.0 a Code I RC2003 TP
LUMBER
TOP CHORD 2 X 4 SPF No.
T CHORD 2 X 6 DF SS
4 SPF &'-Wd * pr
W3 2 X 6 SPF He -
Max Horz 1=1 45(load case 4)
Max Uplift 1=-1 47lcod case 5, plo d am)
TG 0_ 77
BC 0-VVB 65
(mom).
FORCES (Ib) - Maxi morn Corr?pr igrma)cj mum Tension
TOP -CHORD 1-2=-1007(y2215,2-3---7236/1622,3-4---7123(1598,4-5---720&1550
130T H RD 1-8---1894/856o.7-8--1894/856D,6-7.-126316075,5-6--1263/6075
VVEBS 2-8=-6M/2916, -7 4(7343 3-7= 154 D/WW, 4_7=_1 74/ ,4-6:__1 9&94
--
3.7_8
--
4* 11
3
4-4
2007 Pgq-L
A
4-4-8
- • �o__
LOAD (pGM -"
I` LL 35.0 Plates e e 1.15
T DL 8-0 Lumber Increase 1.15
LL 0-0 RIS Stress Incr ND
DL- 8.0 a Code I RC2003 TP
LUMBER
TOP CHORD 2 X 4 SPF No.
T CHORD 2 X 6 DF SS
4 SPF &'-Wd * pr
W3 2 X 6 SPF He -
Max Horz 1=1 45(load case 4)
Max Uplift 1=-1 47lcod case 5, plo d am)
TG 0_ 77
BC 0-VVB 65
(mom).
FORCES (Ib) - Maxi morn Corr?pr igrma)cj mum Tension
TOP -CHORD 1-2=-1007(y2215,2-3---7236/1622,3-4---7123(1598,4-5---720&1550
130T H RD 1-8---1894/856o.7-8--1894/856D,6-7.-126316075,5-6--1263/6075
VVEBS 2-8=-6M/2916, -7 4(7343 3-7= 154 D/WW, 4_7=_1 74/ ,4-6:__1 9&94
BRACING
TOP CHORD
BOTCHORD
Structural wood sheathing directly applied of 3-0-5 oc
purl--ns-
I id cefling difecfly directlydied or I () eo bracing-
_
1 Hanger(s) or r n esti n d h l ru�idec iaient IO .support 00meM t () 3761 1b down and X28 lb up at 7-11-4 on bottom chord_ The
desigrVselection of such aonnec on device(s)) is the r r it Ii of others.
- truss to be conn ed r - � -
PI tit � 1 (0. 131 "� nails follows =
Top dards connected as Vlows: 2 X 4 -1 rte'' at oc.
Bottom chords connected as fellows: 2 X 6 - 2 rcws at 0-2 .
Web conneced as follows_ 2 X 4 - 1 110W at 0-9-0 oc, 2 X 6 - 2 ram at 0-9-0 cc.
Harper(s) a other conmction device(s) sib be provided sufficient to support concentrated loads) 3761 Id dowry and 828 Ib up at 7-11-4 erg
boftom clyd. The
dceigselection ,of such corrin devi(s) is tine .r nsid l of aftrs-
3)
loads are considered equally appUed
Ali plies, eceve
pt �f noted fretrcl fe in the LOAD, rr�_ El toy nnP1 Cc tnsn
provided to distribute only Ian noted (F) or (B)} unless otherwise indcat+edr
been
nl roof live loads vconsidered� I`�, � � for this design_
90rnph- ha251t; T DL= .8psf B GOL=4-"t; Category I Iv Exp C, enc : ; MVVFRS gee end zone; ca rAilever left and rigs a sa ; er i
p r�C2l l right exposed; Li r Dot_=1 _ plate g rip DOL -1.. _
This truss hes been dmigned for a1 OM psf bottom chord live load r nQur-rent with any other Ii've loads,
This truss requires petc ins
mien per the Tooth mount Method whw this is chosen for qtjaW assurance
8) Provide mechanical connection (by offers) of truss to bearing plate capable at ing 1478 lb uplift at joint 1 and 855 lb uplift at joint _
This truss is designed in accordarwith the 2003 1 nternabonal Resideryfial Gado moons 8502,11-1 and 102
and rereflce,d standard ANSVTPl 1 z
10) Girder Gamies tie-in span(s) - 29-0-0 from 0-0-0 to -11
11) Hanger( or ether conne on device(s) shail be provided suf % nt to support cane load(s) 3761 1b down and 828 Ib up at 7-11 on bottom chorda The
desigalse-fection of such connection device(s)) is the resporm-bility of others.
LOAD CSS) Staff
1) R ar- Lumber lnnreasa=1.1 X 1.1
Unit rn Leeds (plf)
Ved 1-3=-86,3-5---- a 1-7=-705(F---689),5-7=--1
Concentrated ids (b
'pert: 7=--3761
3-& 4
-4-
DE
( ) VdefI
PLATES GAP
U'd
Ver LL)
-1
7-8 >999
360MT2D
197/144
Vert(TL)
1
7-8 >895
180
Hor-z(TL)
-
a
T a
ff
' (LQ
0-07
7-8 >999
24o
KA -
I sir t, 1I
BRACING
TOP CHORD
BOTCHORD
Structural wood sheathing directly applied of 3-0-5 oc
purl--ns-
I id cefling difecfly directlydied or I () eo bracing-
_
1 Hanger(s) or r n esti n d h l ru�idec iaient IO .support 00meM t () 3761 1b down and X28 lb up at 7-11-4 on bottom chord_ The
desigrVselection of such aonnec on device(s)) is the r r it Ii of others.
- truss to be conn ed r - � -
PI tit � 1 (0. 131 "� nails follows =
Top dards connected as Vlows: 2 X 4 -1 rte'' at oc.
Bottom chords connected as fellows: 2 X 6 - 2 rcws at 0-2 .
Web conneced as follows_ 2 X 4 - 1 110W at 0-9-0 oc, 2 X 6 - 2 ram at 0-9-0 cc.
Harper(s) a other conmction device(s) sib be provided sufficient to support concentrated loads) 3761 Id dowry and 828 Ib up at 7-11-4 erg
boftom clyd. The
dceigselection ,of such corrin devi(s) is tine .r nsid l of aftrs-
3)
loads are considered equally appUed
Ali plies, eceve
pt �f noted fretrcl fe in the LOAD, rr�_ El toy nnP1 Cc tnsn
provided to distribute only Ian noted (F) or (B)} unless otherwise indcat+edr
been
nl roof live loads vconsidered� I`�, � � for this design_
90rnph- ha251t; T DL= .8psf B GOL=4-"t; Category I Iv Exp C, enc : ; MVVFRS gee end zone; ca rAilever left and rigs a sa ; er i
p r�C2l l right exposed; Li r Dot_=1 _ plate g rip DOL -1.. _
This truss hes been dmigned for a1 OM psf bottom chord live load r nQur-rent with any other Ii've loads,
This truss requires petc ins
mien per the Tooth mount Method whw this is chosen for qtjaW assurance
8) Provide mechanical connection (by offers) of truss to bearing plate capable at ing 1478 lb uplift at joint 1 and 855 lb uplift at joint _
This truss is designed in accordarwith the 2003 1 nternabonal Resideryfial Gado moons 8502,11-1 and 102
and rereflce,d standard ANSVTPl 1 z
10) Girder Gamies tie-in span(s) - 29-0-0 from 0-0-0 to -11
11) Hanger( or ether conne on device(s) shail be provided suf % nt to support cane load(s) 3761 1b down and 828 Ib up at 7-11 on bottom chorda The
desigalse-fection of such connection device(s)) is the resporm-bility of others.
LOAD CSS) Staff
1) R ar- Lumber lnnreasa=1.1 X 1.1
Unit rn Leeds (plf)
Ved 1-3=-86,3-5---- a 1-7=-705(F---689),5-7=--1
Concentrated ids (b
'pert: 7=--3761
JI
T
Thiss, st 101 Miark k&66M
-6-0
2
9-1-2
In= Jype CIY
GABLE
8-0-0
STI
E-7
0
(Psf)
SPACING
2-0-0
ca
TGLL
35-0
Plates Increase
1.15
TC 0,29
TGDL
81)
Lurrber 1ruease
1.1:5
BG 0.11
BCLL
-0-0
Rep Stress I
NO
WB
BGDL
8-0
Onde IRC2003/TP[2002
(matrix)
LUMBER
TOP CHORD 2 X 4 SPF No -2
80T GHOR D 2 X 4 SP F No -2
OTHERS 2 X 4 SPF Stud
�IIII %IIIIIII IIIIIIIII III NINE III iiiiii��ilill III IIIII IIIII IIII; IIIII I I
X X
55 -
16-0-0
164-0
DEFL
in (Ioc)
VI
Lid
Vert(LL)
-0-01 9
rvr
180
Vert(TL)
-0.01 9
nir
80
Horz(TL)
o.00 8
n/a
n/a
BRACING
TOP CHORD
BOT 1D
PLATES GFUP
MT20 197/144
Weight 61 [b
Stnictural wcod sheathing directty applied or 6-G-0 oc pur-fiRs'
Rigid cell ing dire applied or 10-0-0 oc bracing -
REACJrJ0Mr (lb/SiZe) -OT -0-0,,
—3511164) 8=351/16 12=206A 6-0-0Y 13= 1391164)-0, 14--3W'l 6-0-0., 11:=139116-0- 0, 10
2—
Max Hort 2m---1Woad case 3) _-35&I 6-0-0
Max Uplift 2=- 111 fload case 5), 8=-1290 .d case 6), 13=-60 d case 5)., 1441 (load case 5),11---- (i 6), 10--107(k)ad case 6)
Max
Gray 2m-.35,1 (load case 1), 8=351 (load C&Se 1),1 =205(case 1),. 13=1 49(load case 9), 1Tad case 1), 11 =14-9(kmd case 10), 1 0=458(load case I
FORCES (lb) - Nh')Amwn GompressionfMaAmum Tension
TOPICHOIED 1-2--&66,,2-x-1181104,3-4--9lO,4-5=-Wl37,5-6=-6a'130,6-7=-90/86,7 1.IEV69,8-9=0166
BOTCHORD
WEBS 5-12=-1 65M3 4-13=- 1 33f7O, 3-14r--2911145, 6-11,133/69, 7-10=-291I1
NOTES
1) Unbalanced root I loads have been considered for this desikjrL
2) Wind- ASC.E 7-02; 90mph;:h--25ft; TCDL=4.W, BCDL--4.W,,, GafMMY tt Exp Q encJosed~RS gaNe end zone; lever left and right exposed - end
vwbcal left and night exposed; Lumber D,OL=l -33 plate grip DOL=1-33-
3) Truss designed tor wind loads in the Pane of the truss ord'y. For studs exposed to vA rid (no rrral to the face), see MTek 'Standard Gable E nd Detair
4) This truss has been designed for a 10-0 " bottom chord lime load rionconcurrent wfth any other live loads -
5) All platies are 2x4 MY20 IuM ess otherwise indk2led-
6) This truss requires inspedon per the Tooth Count Method when this grass -is chosen for quWfty assurance inspeefion.
7) Gable requires confinuous bottom chord bmfing.
8). Gable skids spaced at 2-0-0 oc.
9) Pro\dde mechadcaf an on (by others) of tftms to beadng plate capable ofd
withsta
int 14, 58 1b up -lift at d 11 and 107 1b upfift at joint 1 0� n-ing 111
lb upkft at JP ib uphttat Joint 2- 129 lb uplift at joint 81 60 lb upfift atjoim 1,3Y 106
10) This truss is designed in accordarice wfth the 200 iritefnariurml ResiderMal ode secfiuns 8502.1 1 -1 arid R802-10-2 and refer
ercW stw)dard AIVSMI 1
LOAD GASE(S) Standard
I
Truss Type
I 01Y PfY B SO'
ROBINSON CCNST-MFXH R—b- IN' N
G1
MONO TRUSS
Job Reference (optional)
d
Amhxw, 1D, MbA NLang ..1- 6.800 S Jul 41' 2006 WFek hAistries, Im- Mbn_(!_tj —2910- W Page I
-2-1-7 5-8-10
11-3-0
2-1-7
3)e r I
4
_tel � k�
4_95 12
6-8-10
LOADING I PAUNG 2-0-0 CS1
,I TGLL 35-0 Plates Increase 1-15 TC 0.81
T 8-0
Lumber tnGrease 1-15 BC 0.58
BELL 0a0 RepStress Inter NO W13 0.64
.BCDL 8-0 Code IRC20031TP12M2 (Matrix)
LUMBER
TOP CHORD 2 X 4 SPF No -2
BOT CHORD 2 X 4 SPF No -
WEBS 2 X 4 S P F Stud *Except*
W 2 X 4 S,PF Na,2
FEEACTX)NS (Usize) 2=749JO-5-8,7=1 04&'G-5-8
Max Fbrz 2=320 (load case 4)
Max Uplift 2=- 1 82(lead case 5), 7=-326(load case 5)
FORCES Ob) - Maximum Compression/Ma)drnum Tension
TOP CHORD 1-2---0/68,2-3=-105T68,3-4=---263i97x4-5----1710134-7a.-5291268
BOT ORD 2-8=-235i930,7-8---2351930,6-7=010
WE 3-8 --0/240,, 3-7 92 012 67
11-3-0
5 -6 --
DFL
in
(loc)
11defi
Ud
PLATES
Vert(LL)
-0.03
8
>999
36G.
W20
VertM)
-0.07
7-8
>999
180
Horz(TL)
0-02
7
n/a
rya
r
ALL)
-0.02
2-8
>999
240
Wdight 43 lig
GRW
1971144
T PCHORD Structural wood sheathing dirertly applied or 4-10-1 oc purfirrs, exoept end vert icats,
BOT ORD Rio eelifing dirty appJied ar 1 "- 0 oc braci ng,
NOTES
1)Wind - ASCE 7-02; 90rn ph h=25ft; TC DL=4.8psf; BCD L=4.8psf a Categoq 1P, Exp Q, enjosed,', KNWFRS gable end zone; canbiever I eft and fight exposed end
vertical left and fight exposed- Lumber D0L=1 33 plate grip DOL -1 -33.
2) This MiLss is not designed to s'qpport a ceiling afld is not intended for use where aesthetics are a consideration,
3) T truss has been designed ter a 10.0 psi bottom chord live load nonwncurrent vvith any other 4ve loads.
1 4) This truss requiresplate inspectionper the Tooth Count MethW when this tr uss is chosen fir quality assurance impetbon
5) Provide mechartic.Ed connection (by other s) of tmw to beaing platie capab4e, of withstanding 182 ib= t0ift at joint 2 and 326 Th uplift at ]-dint 7-
8) This Miss is do nod in aomrdawith the 2003 Internafional RenbCod
esida) e sections R502.11d -1 anR0,
82.10.2 and referenced standard ANSVT-Pl 1.
CASE
7) In the LOAD (S) section, load
nce s applied to the face ot the tr:Lm are noted, as front or back (8)_
LOAD CASE(S) Standard
1) Regular- Lumber Inse=t- 1 57F Plate Increase -1 -15
Ur"iform loads (plf)
Vert- 1-2=-86
Trapezoidal Loads (Ili
Vert-- 2!==-O(F=8, 13=8) -to -6—_45(F=-15, 6=45), 2=-5(F=41, B=41) -to -4= -236(F= -75P, I3= -75),4-166(F=-75, Bm-78)
Job Truss
V
2154 CIA
SUM* Thm, St X4, my, 1153-3 Mark, Wnoum
�I
f
R
9-1-2
2
a
T-
ROBNSON CONST-WGH ROBINSON
Lob Reference oqaj)
12-4-1
6-300 S Jul 11 20W lViTek lrt&i#ies --,—
10q-- 10:18-41 2007 Page
5-1 JL -12
r—
LOADING
SPACM 2-0-0
DEFL
in
0oc)
Udefi
Ud
TCLL 35.o
Plates Ir e 1.15
TC 0-59
Veft(LL)
-0-06
2-4
>999
36o
TODL 8-0
Lumber Increase 1-15
RG 0.32
Verl:JQ
-0-14
2-4
>494
18o
BCLL 0-0
Rep Stress (w YES
W6 0.00
HorzFL)
-0-00
3
Wa
n1a
i 13GOL 8.0
Code IRC2003ITP]2002
(Matlix)
W[nd(L-L)
0-00
2
240
.F—
LUMBER
TOP CHORD 2 X 4 SPF No2
BOT CHORD 2 X 4 SPF No.2
REAG-"ONS (ItVsize) 3--212IMechanicaj 2--4630-5-8,4--45/Mechanical
Max Horz 2--192(1oad case 5)
Max IJP fift3=- I 1ad case 5),, 2=- 1 24(1oad case 5)
Max Grev 3=212(kkad case- 1), 2=46300ad case 1), 4--102(k)ad case 2-)
FORCES (1b) - Ma*mum Compression/Maximum Tension
TOPCHORD 1-2=0/68,2-3=-13af86
BOT CHORD 2-4--010
BRACING
TOIL CHORD
E30T CHORD
PLATES
W20
Weght 17 lb
GFUP
197/144
Structural Wcod sheathing directly applied or 5_1r 1-12 oc pWins-
Fligid oelffing cfi ray app] ied or 10-0-0 oc brad ng -
Sc',*= 1:17.8
NOTES
1) Wind.- ASCE 7-02- 90mph- h=:;-25tt; TCDL-,-4,8W; BCDL=4-apt; Category 11; Exp G; enclosed; MVVFRS gable end zOne,-, cantilever left aod right exposed end vertcal left a -, .and right exposedLumber D0L=1 -33
plate grip DOL=1,33- 5
2) This truss has been designed for a 10.0 psf bottom chord live load noncurrent Wdh any other live Iceds.
3) This trtw requires
ate inspeciJon per the Tooth Count Method when "s truss is chosen faf quality asssuranGe inspection.
4) Refer to girder(s) for utiss to truss oonrieLtons-
5) Provide rriechanjcW minnection (by others) of truss to beanng plate capabie of withstarKhng 114 lb tWW at joint 3 and 124 Fb, uplift at Jcninj 2.
6) This tuss -is designed in acwntmm with the 2003 1 ntemafjonal Resid ental Gcde secfions %W-1 1 -1 and R .1 . referenced standard ANSYT-PI 1
LOAD CAS-E(S) Standard
Job
R1 54
russ, St Arftmyl, ID3
I nATNIUM r-4) 1
i
LUMBER
TOP CHORD 2 X 4 SRF NO,2
BOT CHORD 2 X 4 S P F Stud
Gic
I
9-1-2
AA
F
10-0-1
—1 Job Reference
6.300 s JLd 11 2006 MTek Irxk*. Nbn W 29 U "_ &.42 2007 Page, I
I _ -1-1.-1.- 1 -11 4_2 9
t 3
Plates Increase 1,15
Lumber Increase 1.15
Rep Stress In YES
Code I RC2003ITP12002
CS1
TO O.7
BC 0.06
VVB 0.00
(Matrix)
REAC11ONS (IbVsize) 2=2W0-5-8.4-_15/MechankA- 3=21/Wchanical
Max HoT-z 2-1 00(load case 5)
Max UpF#t2=- 130 (IoadGase 5), 3=-- 1 50oad case 6)
Max Grav2=296(l cad Gase 1), 4--35(load case 2), 3=21 (I oad case 4)
R)RCES (1b) - Maximum GompressionNayimum Tension
TOPGHORD 1-21---0/66,2-3=-74,110
BOT CHORD 2-4=0/0
11 1-11-12
I
DEFL in
Vert(LL)
Vert(TL) -0-00
Horz(TL) -0.01)
Wind(LL) 0.00
BRACING
TOP CHORD
THC
3-1
W
(loc)
kv I
TCLL
3:5-0
TGDL
8_0
BELL
0.0
BDL
&0
LUMBER
TOP CHORD 2 X 4 SRF NO,2
BOT CHORD 2 X 4 S P F Stud
Gic
I
9-1-2
AA
F
10-0-1
—1 Job Reference
6.300 s JLd 11 2006 MTek Irxk*. Nbn W 29 U "_ &.42 2007 Page, I
I _ -1-1.-1.- 1 -11 4_2 9
t 3
Plates Increase 1,15
Lumber Increase 1.15
Rep Stress In YES
Code I RC2003ITP12002
CS1
TO O.7
BC 0.06
VVB 0.00
(Matrix)
REAC11ONS (IbVsize) 2=2W0-5-8.4-_15/MechankA- 3=21/Wchanical
Max HoT-z 2-1 00(load case 5)
Max UpF#t2=- 130 (IoadGase 5), 3=-- 1 50oad case 6)
Max Grav2=296(l cad Gase 1), 4--35(load case 2), 3=21 (I oad case 4)
R)RCES (1b) - Maximum GompressionNayimum Tension
TOPGHORD 1-21---0/66,2-3=-74,110
BOT CHORD 2-4=0/0
11 1-11-12
I
DEFL in
Vert(LL)
Vert(TL) -0-00
Horz(TL) -0.01)
Wind(LL) 0.00
BRACING
TOP CHORD
THC
3-1
W
(loc)
Yd
Lid PLATES
2
>W9
360 MT20
2-4
>999
180
3
Na
n/a
2
'7 240
Weight: 1b
GRIP
1.97/144
Structural wood sheathing dirty applied or 1-11-12 cc pudim.
Rigid ceiling c[irecdy applied or 10-0-0 oc bracing -
scak� W I S.
NOTES
1) Wind_ ASCE 7-02; 90mph; h=25ft; TCDL--4, Spsf BC D'L-4-W; Caty 11; Exp C' emlosed MWFR S gable end one: ca nblever left and right exposed ; end verical left and right exposed Lumber DOL -1.33
plate gdp DOL=1,33.
2) This buss has been designed f or a 10.0 psf bottom chc)rd Pvc load nonconcurrent vvb any other live loads -
3) This truss rewres pLate inspedon per tie Tooth Count Method when Itts Mtss is dvsen for qu9ty assurance -Inspection.
4) Reter to girder(s) for truss to truss connecbons.
5)
Provide mecha nicd connection (by o ftrs) of Miss to bearing -plate capabe of vvithstong 130 Fb uplift int 2 ard 15 b uplift at joint 3.
6) This bw>s is desigmd in acmrdance m4th the 2003 [Memalional Residential Code sectio.11.1 and RW2.1 0.2 and referenced standard ANSVTPI I.
LOAD CASE(S) Standard
job
2154
3
TRW Type
-. Pry _ �T��r
:..
ROBINSON
CG
GAUE
JCb Ret (pA __
- _ }/'r, {y�/y,-�E a � rS' �yyy�•��j!''���-3t`{� ���p�yy q�y� _��iy ��y}}+--��T .
ge
'+Y oA.R��'i� Ad 112006 • •f.Rl• i e 4. � r�+9F � 5J r � ��a • 3.+ �4.1 � i a ,I
I
-1-
3
STI
4
.. F
5
_ ._—_.... -_. 15-6-0
6
(PS4
SPACING
2-0-0
TCS 35.0
Plate. Increase
1,15
TIL 8.0
Lumber Increase
1.1
0.0
Rep Stress I n r
NO
DL 8-0
Code IRG2i TP12002
LUMBER
8 0.07
TOR CHORD 2 X 4 SPF I o.
HOWTP
000
T CHORD 2 X 4 SPF No-2
OTHERS4 SPF Stud
6
BRACING
TP CHORD
BOTCHORD
7
Ud
PLAN GRIP
[ MFT2G 197/144
8
Weight: 59 lb
Sural sheathing directly eppfied or &G-0 oc mains'
F idrlir� d re Uy died or 10-0-0 c bracing.
Max HbrZ 2=1 47(
' _- i t ), 1�0C)a . e 5)T 14-- . i se 5), 11 (load � ), 1 C=-9 :d
Max- 1I1
Max case 6)
Gray = a�se 1), &-,W(lc)ad case 1), 12=1 9900ad case 1), 13 =t 63(load case , 1 --329(f case 1), 11 1 63(load case 10)r 1 329( load ease 1
ACES alb) _ a i u-rrnrqXVSrvA4aA u m Tension
TOP CHORD 1- =(VW, X113/1()1, 1 , 4-�1, - +'1. 7'j, -7 ,t 7 -11' 6:3.8-- /
BOT H O R D-14-17/11 , 1 -1 =-17/1 x 1 -1 1 `1 ,. I I -I. —171109,1 11 =-1 l, I -17/1
WEBS 1 2--161fiD, 4=-1 43175, 3-!4e----,27WI 11=-143i7P 127135
NOTES
1) Urtalanced roof hive foads
[ebeen en thisw
red for design-
2)
ig n _
p SL I -_8p t; CaRgM It Op, Q ; MWFR S gaffe end zone canble ger left and fib[ exposeda end
verfical left and right exposed; Lufnber =1.33 plate grip DOL -,-.1-33.
Truss designed for vAnd leads in ffie plane of the trey Daly_ Forstuds expos to vvi n (normal tO the face), see NFTek " tandai-d Gable End Deur
This nss has been designed for a 10PSf mom chord live load nonconcurrent with ary dftr live loam_
All plates are 2x4 MT20 urdess otherwLse Tndk�Eaed.
This tress rei res- _
*1 rr��en. per the Tooth Count wthod when this truss is chosen for quatity asarance ins ri.
Gable requires ntfrt� bottom chord bearing. �
8) Gable studs spate at 2-0-0
� oc-
9) lade rn.�aconnection erg of t� p
t� beadng Ile
a p ap e r III lb i j0irt 128 Ib uplift at joint � 5 Ib uplift at je rpt 13, 5 lb
#t
up at join 14, - � at joint 11 95 fft at � 1
10) This truss isdetsigncxi in acm rdarce wM t 20()3 Internabona.l Re iderrtial C.Ode seams 8502-11-1 and F=2.10- 2 and referenced standard ANS VTPI J_
8
17-0-0
1-!
9
fn (Ioc)
Vdetl
TC 0.29
Vett(LL).01
9
Wr
8 0.07
HOWTP
000
BRACING
TP CHORD
BOTCHORD
7
Ud
PLAN GRIP
[ MFT2G 197/144
8
Weight: 59 lb
Sural sheathing directly eppfied or &G-0 oc mains'
F idrlir� d re Uy died or 10-0-0 c bracing.
Max HbrZ 2=1 47(
' _- i t ), 1�0C)a . e 5)T 14-- . i se 5), 11 (load � ), 1 C=-9 :d
Max- 1I1
Max case 6)
Gray = a�se 1), &-,W(lc)ad case 1), 12=1 9900ad case 1), 13 =t 63(load case , 1 --329(f case 1), 11 1 63(load case 10)r 1 329( load ease 1
ACES alb) _ a i u-rrnrqXVSrvA4aA u m Tension
TOP CHORD 1- =(VW, X113/1()1, 1 , 4-�1, - +'1. 7'j, -7 ,t 7 -11' 6:3.8-- /
BOT H O R D-14-17/11 , 1 -1 =-17/1 x 1 -1 1 `1 ,. I I -I. —171109,1 11 =-1 l, I -17/1
WEBS 1 2--161fiD, 4=-1 43175, 3-!4e----,27WI 11=-143i7P 127135
NOTES
1) Urtalanced roof hive foads
[ebeen en thisw
red for design-
2)
ig n _
p SL I -_8p t; CaRgM It Op, Q ; MWFR S gaffe end zone canble ger left and fib[ exposeda end
verfical left and right exposed; Lufnber =1.33 plate grip DOL -,-.1-33.
Truss designed for vAnd leads in ffie plane of the trey Daly_ Forstuds expos to vvi n (normal tO the face), see NFTek " tandai-d Gable End Deur
This nss has been designed for a 10PSf mom chord live load nonconcurrent with ary dftr live loam_
All plates are 2x4 MT20 urdess otherwLse Tndk�Eaed.
This tress rei res- _
*1 rr��en. per the Tooth Count wthod when this truss is chosen for quatity asarance ins ri.
Gable requires ntfrt� bottom chord bearing. �
8) Gable studs spate at 2-0-0
� oc-
9) lade rn.�aconnection erg of t� p
t� beadng Ile
a p ap e r III lb i j0irt 128 Ib uplift at joint � 5 Ib uplift at je rpt 13, 5 lb
#t
up at join 14, - � at joint 11 95 fft at � 1
10) This truss isdetsigncxi in acm rdarce wM t 20()3 Internabona.l Re iderrtial C.Ode seams 8502-11-1 and F=2.10- 2 and referenced standard ANS VTPI J_
8
17-0-0
1-!
9
v
ULU,
ACK
Tftjs—sTyp—e
2154 cis
LOADM (pe)
TCU 35.0
'TGDL &0
BCLL
0-0
BL 8.0
LUMBER
TOP CHORD 2 X 4 SPF N0,2
BOT CHORD 2 X 4 SP F Std.
1-6-0
2
ROBINSON WN9T__-_MtlT6H_
-3-11-12"
3-11-12
3Referamm (op*xjal) 11-2-1.
S _M� Wek Industne'l
9JIL2 On CO _l 01 -8-42 2067lugsI
3
I
SPACING 2-M
Plates I, ncrease 1-15
Lumber InGrease 1.15
Rep Stress Incr YES,
Code I RG2D0&rrP l2w2
REACTIONS 0b.1size) 3=1 12YMcchan-1caJ, 2--37&0-5-8,4=291Wchaj*W
Max Hort 2-_14411oad c;ase 5)
Max UPhU570 oad case:5), 2=- 1 26(load case 5)
Max Grav31121'load case 1), 2-.376(load case 1), 4--W" case 2)
FCRCES (1b) - MaAmum COMPressiori'Mm drntim Tension
TOP D40RD 1-2=0i68, 2-3=-1 02/44
BOT CHORD 2-4--wo
3-11-12
BRACING
TOIL' CHORD
BOTCHORD
PLATES GFdP
X20 1971144
Weighl- 12 lb
StRidural wcud sheathiM d-ireody applied or 3-11-12 oc purtins.
Rig.'d ceiling (firecfly applied or 1io4yo oc bracing.
scale = 1 -1 �'
NOTES
1) Wind ' ASCE 7-02; 90 Ph; h=25ft TG D Ln4.8psf; l3CDL_-4,8psf; Categcgy 11; Exp C; anclosed MWFRS gable end zo ne- canfilever ieft ark rig hi exposed orld mtcaj Lmft and
p4ate grip DOL=1.33- right expo; Lufter DOL=1.33
2) This tuss has been c[esigned for a 10.0 p bOttOm chord I ive load noncan current "6th any other live Wds.
3) This tFLW reqlAres plate in-specUon per the Tooth CcKint Method when this truss is chosen for quality assuranoe wtspecfion.
4) Refer to girder(s) fw truss to truss connec;fions,
5) PrOvide MOChanical connecton (by others) ot truss tO bead r'9 Plate capable ot withstanding 57 1b upfift at joint 3 aTKI 126 lb upi iift at joint 2.
6) This truss is designed -in acwrdance wfth the 2003 lnterna6onal Residential CcxJe eons R502-1 1,1 and R802-102 and reterem standard ANSVTF4 1 -
LOAD CASE(S) Standard
3-11-12
DEFL
in
Qoc)
t(defi
Ve r1 LL)
-0-01
2-4
>999
Vert(TL)
-0-03
2-4
>ggg
Horz(TL)
-0x003
rVa
Wind(LI-)
0.00
2
BRACING
TOIL' CHORD
BOTCHORD
PLATES GFdP
X20 1971144
Weighl- 12 lb
StRidural wcud sheathiM d-ireody applied or 3-11-12 oc purtins.
Rig.'d ceiling (firecfly applied or 1io4yo oc bracing.
scale = 1 -1 �'
NOTES
1) Wind ' ASCE 7-02; 90 Ph; h=25ft TG D Ln4.8psf; l3CDL_-4,8psf; Categcgy 11; Exp C; anclosed MWFRS gable end zo ne- canfilever ieft ark rig hi exposed orld mtcaj Lmft and
p4ate grip DOL=1.33- right expo; Lufter DOL=1.33
2) This tuss has been c[esigned for a 10.0 p bOttOm chord I ive load noncan current "6th any other live Wds.
3) This tFLW reqlAres plate in-specUon per the Tooth CcKint Method when this truss is chosen for quality assuranoe wtspecfion.
4) Refer to girder(s) fw truss to truss connec;fions,
5) PrOvide MOChanical connecton (by others) ot truss tO bead r'9 Plate capable ot withstanding 57 1b upfift at joint 3 aTKI 126 lb upi iift at joint 2.
6) This truss is designed -in acwrdance wfth the 2003 lnterna6onal Residential CcxJe eons R502-1 1,1 and R802-102 and reterem standard ANSVTF4 1 -
LOAD CASE(S) Standard
I Job A Truss
e
4
2154
Tam, St Ariftm, ID, KWk Mangum
Tn= Type,
Qty ply 9480N CXWS-MITA ROBINSON
3
t
Jolb. Refare n k-
6.300 s Jul 112006 Tek l 10:1 SA 2207 Page t
-- - -- ,
L n
7oo ,2:
E
24'h\
6-3-3
40 9
+QTR - 3*t
z
u
10-6
&3-5
A I
LADiNG (ls
TALL
-0
TDL
_0
B LIP
0y0
BSL
i
180
U
�v+MM
TOP CHORD 2 X 4 SPF No.,2
BOT CHORD 2 X 4 SFIF Not
4 SPF Stud
'ACIM -G-0
Plates [=ease 1.1
Lumber Increase 1,15
Rep Stress Incr Y E
Code i RG20TP?
fWAGUMS PAW) 1=1297 , =1 O-5-8
Max Hotz 1 (lead case
Max 11 1if l=— 1 (iced case ), ,=- 4(i d rase,
TOP H RD 1- =:!�--20E3, - -- 1 .7�-- x 4- -1678°322, 5- =-X71360, 6-7-0
]BOTCHORD
WERS 2-10---525, 267, 10---15111, 3-8m–.I 311M,=-5M
4
a
.• =
D139-
rx
Vim) -M
Vert(TL) -0-57
HorzfTL 0.07
Wind(LL) 0,12
BRACING
TOPCHORD
T CHORD
Structural wood sheathing direc:tly died or 3-2-2 purtins-
Pqid ceiling direcdy applied or 1 0 oc bracing -
NOTES
1) Unbalanced roof I , have n considered fir tf}is d ire.
'Wird; ASCE 7-0;
� ph; ftp TC DL--4-8psfBGDL=-4-8psf, Categor Ilt exp F i; MWFRS gable end zr carst Ioft and rig ht expased ; erld
vertical l0 Mrd ht exposed;
Th s truss has been € r for a 1 _
� ip%rrt chord rrve load rionco n current with arty other 1-1ve Ids_
This truss requires pLate inion per ft ToolhGourt Method wfvn toss is chosen for quafty assurance i a_
F'rO de mechar#J �i nna on (b others) buss to riot pie ale of �tandln 231 at joint 1 324 Ib yup ift at joint -
This truss -is desig md in accordarrce with the 2003 1 nterrohionaJ Reskkxift Cry sec5ons FL902-11.1 and PZ02-1 referenced standard AN SVTPI 1 _
6
9 •n
—6:
ScSe = 1:43.2
Fi
�1
Lem
L "d
140
>999
360
1-1
>,542
180
n}a
1-10
>999
240
Structural wood sheathing direc:tly died or 3-2-2 purtins-
Pqid ceiling direcdy applied or 1 0 oc bracing -
NOTES
1) Unbalanced roof I , have n considered fir tf}is d ire.
'Wird; ASCE 7-0;
� ph; ftp TC DL--4-8psfBGDL=-4-8psf, Categor Ilt exp F i; MWFRS gable end zr carst Ioft and rig ht expased ; erld
vertical l0 Mrd ht exposed;
Th s truss has been € r for a 1 _
� ip%rrt chord rrve load rionco n current with arty other 1-1ve Ids_
This truss requires pLate inion per ft ToolhGourt Method wfvn toss is chosen for quafty assurance i a_
F'rO de mechar#J �i nna on (b others) buss to riot pie ale of �tandln 231 at joint 1 324 Ib yup ift at joint -
This truss -is desig md in accordarrce with the 2003 1 nterrohionaJ Reskkxift Cry sec5ons FL902-11.1 and PZ02-1 referenced standard AN SVTPI 1 _
6
9 •n
—6:
ScSe = 1:43.2
Fi
�1
3� � -3�te
X14 I -0-12, 13-"
414
4-11
GA4 NO. T1 8H ',I
0
2 J,,Wererw (opt
6-= S Jui 11 2OW MTek Ir ri , . Mon 1 18:44 2W7 FjggT_12
17-11-4 21-7-2
4-11-4 3-7-14 4-4-14
9 -1 -
SII
G -�
4-4-14 - - 0-0
4-4-14 3-7-14 4-11-4 4-1 -- 4-4-14
sum
i15111300
I L A.DM (p AG' -0-0
T LL -0 Plates Increase 1.15 TC 0-89
T D L _0 Lumber kuease 1-15 BC 0-97
PALL 0-0 Rep Strom Irr NO!VM 0.9
4
BCDL _ 'E Fes[ )
f
a
LUMBFIR
TOP CHORD 2 X 4 SPF 210OF 1 -BE
3T CHO RD 2 X 6 DF 24WF 2.0F_ - pt*
BDFSS
I WEBS 2 X 4SPF S * r
PFI'r4SPF 1F 1_,SPF f`+_
WEDGE
Left: 2 X 8 DF SS, Right- 2 X 6 SPF NO -2
R: TION (Ib/size) 1i1042210-5-8,7-813710-5-8
Ma
i1042210-,7 13710-5-
a fl—_M7(bad case 4)
Max. UpWtm---2322(case ), 7=-.l 780 Toad case 6)
*** Design Problems ***
REVIEW REQUIRED
OverL-gong A. .
Irk (10G) Udeft Ud
VW(LL)
. 1
-10
>983
360
Vert(n)
-0.
9-10
x-581
180
H'=(TL)
0A 5
7
riga
rV
Wind(LL)
0A 9
9-10
>999
240
GRIP
197144
165/146
197/144
TOP CHO RD Structural wood sheathing diTectty applied or -8-1 oc pur�lf ..
BOT H R D Rigid ce-i in directly apprior 10-0-0 oc brading-
WEBS
1 Row at rridpt 5-10
FOFNXS (1b) - m CompressJo tiVaAmum Tion
TOPH i 4 171 /3798, ` -1451 , -4=-1 09'GG4 , 4- --1 O .2494, - 1521 01338'9} - =-15 /3301
BOTCHORD 1-1 =-; 2 1 578, 1.- 1 =- 2Wl4578: 11-12 275`1 4 , 10-11=- 7 '1 , 10- 13083, - �:=-/1281 , 7- - 7 1281
WEBS 1 -- 7 12634t -1, = 56f646t 312= 9W4" } .10==X7/106'9, 4-1 IC--2MW10394a -1 =- 1 X1225.7 -9=-1172}, 366, 6-9----218/562,
^l14
NOTES
Hangorfsother n tjon � (,9) �haJ # utTu�r it to rr € trat # load(s) 3761 fb d arm 81b a 11-11-4 an to chord. TCS
desigi'Vseleci5on of such wnnection device() is the r ponsfibifity of oth -
2) 2 -ply. tru3s to be coned tcogeffier wfth I 0_1 1" ") naii�s as foil.
Top chords connwled as folie , 2 X 4 - 1 rte+ at 0-9-0 _
Bottom Ghords connectedas follows-, 2 X 6 - 2 raws at G-2-0 ac.
Webs donned sms: 2 X 4 - I rte' at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0
Hanger(s) or -at-her connection device(s) shall be pro%lded suffictent to support concentrated load(s) 3761 lb down and 828 Ib up .at 17-11-4 on bottom chord- Th
design�selecfiori of su& connection d (s) is the respor siNfi-ty of others.
Aft meads are wrisidered equally aWito all pfiesexcept V I ted as fry (F) or back (B) face in the LOAD CASE(S) Win_ Ply to Ply connedons have n
proms to distribLite only lids roted as (F) or (1)r uric othenvise indicated -
4) Unbalanced roof live loads have been considered for this ckrign.
1Wind: ASCE 7-02; mph; h--25ft, T L=4_ s f3ML=4_ ; til 11,- Exp -, enclosed: � ` gable a zeas; :haver left and right ewe 7end
vocal left and night ems, Lumber DOL=1.33 ate g =1.33.
This Vusshas been for a 10_0 psf
bottomGhord Ew ked nonconcurrent,with any other live ll,
1 plates are MT20 plates ups others ird ded_
8) This truss requires plate inspection per the Tooth Count Medd: when this truss is chown for iqlmW assurance in p oo-
9) Pruvidt; mcfhanical nPl.-Gfi0f I (by u[P F5) at truss to bearing platia capalle 01 w4hstarOng 2= EU LqMalIMT 1 and 1 780 Its uplift aljoint 7-
10) This truss is designed in rdance wfth the 2003 Ince ation l Resideribal Code se ares R502.1 1A and P4302-10.2and -referenced sLandard AIDS1[rPi 1 _
11 Girder carr' ir9 span(s): 29-fitffn 0-" to 17-11-4
1 ) Hanger(s) or other comecfion device(s) shall be prod affident to suppad concentrated to ad 3761 lb Iowa and WO Ob up at 17-11.-4 on bottom chord,
The desigiVsdection of such connecton d i (s) is the respcesihir of others -
LOAD CASE(S) Standard
9-1 -2"
a
EStandard
1) Regular: Lumber Increase= 1,1 , Mate Increase=1-1
Uniform Lori
r rttra�ed Loads 1b)
Vert-, 9_-3761,(F
a
tell
herr C - -- -
6 s M I i MM Wek dries, Inc.hkn Oct 29' 1 X8.44 2007 Page
Job Truss
2154 DG
I IWITIMM, Fil Y i F! I r. 1 141 1
■
13—G-0
FO -N122
3
i
6-300 s Jul 112006 MiTek IdLishies, hc_ Mbn Od 29 1 C 0 RA 2
JP07 Page 1 i
tl
26-0-0 27-6-0
1-6-0
$czde = i:43.j
-06 =
9-1-2
LOADM(pso
TGLL 35.o
TCDL 8.0
BGH 0.0
BCD 8-0
LUMBER
TOP CHORD 2 X 4 SPF N62
BOT CHORD 2 X 4 SPF N62
WEBS 2 X 4 SPFSW
IOTHERS 2X4SPFSW
WAME&
WACING 2-0-0
4ates I ncr esw 1.15
jumber Increase 1-15
lep Stress Incr YES
k)de I RC;2CO3FFPl2'D02
J.
4
TC 0-63
BG 0.74
WB 0.30
(Matrix)
16-1-1 --26-0-0
6-3-5 a -i n -R
FCfK;ES W - Mc"Wmm Compressib0&Amum TerLsIM
TOP CHORD 1-2=-2025/37812--3--1693/W:823-4--1oaf 353.4-,5=-167atM,5-6---207/360,6-7=0/618
130TCHORD 1-10�!!---307/1650,9-10--Wll2l,8-9--M/1121.6- =19M629
VVEBS 2-10--5251267,3-10=---151/601.3-8�--131)'573,5-8�---5M255
DER_ in
Vim -023
VE" ffL) -0-57
Horz(TL) .0-07
Wmd(L-Q G.12
A'ATO ow IN
P0
Q�r
PFYI
FK)BV4SCX4 �TAVTCH NSON
>999
360
1-10
>542
180
6
n/a
Job 8oference foptioned)
3
i
6-300 s Jul 112006 MiTek IdLishies, hc_ Mbn Od 29 1 C 0 RA 2
JP07 Page 1 i
tl
26-0-0 27-6-0
1-6-0
$czde = i:43.j
-06 =
9-1-2
LOADM(pso
TGLL 35.o
TCDL 8.0
BGH 0.0
BCD 8-0
LUMBER
TOP CHORD 2 X 4 SPF N62
BOT CHORD 2 X 4 SPF N62
WEBS 2 X 4 SPFSW
IOTHERS 2X4SPFSW
WAME&
WACING 2-0-0
4ates I ncr esw 1.15
jumber Increase 1-15
lep Stress Incr YES
k)de I RC;2CO3FFPl2'D02
J.
4
TC 0-63
BG 0.74
WB 0.30
(Matrix)
16-1-1 --26-0-0
6-3-5 a -i n -R
FCfK;ES W - Mc"Wmm Compressib0&Amum TerLsIM
TOP CHORD 1-2=-2025/37812--3--1693/W:823-4--1oaf 353.4-,5=-167atM,5-6---207/360,6-7=0/618
130TCHORD 1-10�!!---307/1650,9-10--Wll2l,8-9--M/1121.6- =19M629
VVEBS 2-10--5251267,3-10=---151/601.3-8�--131)'573,5-8�---5M255
DER_ in
Vim -023
VE" ffL) -0-57
Horz(TL) .0-07
Wmd(L-Q G.12
A'ATO ow IN
P0
1"def)
Ud
1-10
>999
360
1-10
>542
180
6
n/a
n/a
1-10
>999
240
27-
Weight.- 144 lb
GRIP
1971144
Structural woDd sheathing directly appfied or 3-2-2 cc pmrlins,
Rigid cefl-Ing di rely applied or I C- O oc bracing.
NOTES
1) Unbel[anced root live loads have been considered for this design -
2) Wwd: ASCE 7-02; 90mph; h=25ft;. TGDL=4_8psf; BC D L--4-8psf Categoryl I Exp C; ercicrz-ed; MWFR S igable end zone; cariblever lett and rig ht exposed -end
vwfml left and right exposed,- Lumber DOL=-rl -33 plate grip DOLA _33-
3) Tniss designed for Wei rid loads -in the plane ot the truss only- Fw sludseVosed to vvind (normal to the fam), see WFek "Standard Gable End Detalliff
4) This truss has been,deskjned for a 10-0 psf bottom chord Ise load. nom=currerit -wftb any other live loads.
5)
All plates are 2x4 MT20 unless at rMse indicatecL
6) This to requitres plate per the Tooth Count Wthod when ths truss -is chosen for quality assurance -inspection.
7) Gable sMs pad at 2-0-0 oc.
8) Provide mechanical connecton (by others) of truss to an W atecapaUe of wMistand-ing 231 lb upfift at ON 1 and 324 lb uplift at junt 6.
Q� Th'to t" ii.—L— ir- r4cr4, F,,4 -IF, .;*. *
U LVV..) IHLtf I RM01 Unusideratai Gcm moons 1 2-1 1 -1 and H802-10-2 arxJ referemed standard ANSI/TP11$
SMS =
9-1-2
Truss
2154 E
i
rs�rnrrft Truss, &*ftM, ID, Mark NUNUM
-6-0 1
4-5-14
1-6-0 4-5-14
Truss Type
}SHF
B-0-0 12-2-4
3-6-2 4-2-4
4
a
i
a
F
ii
& 1 12 N4 I a 6Z i 1 LOU M � �%Uk
AReference �opjon
G -WO s Juf 11 2OG6 MiTek kxtistrie s, Inc. Nbn W 29 1018:46 MY
f4e I i
16-6-4 __
4-4-0
a
8-0-0 1 12-2-4 -6-4
. . — I , 16 i
8-0-0 4-2-4 4-4-G
Plate -offsets MY)! [;;�:-0-3-15.0-2-8]1
Pow
LOAMNG (� SPACIM 2-" DEFL in (lac) Vdefl Ud PLATES
TGLL 35:O Plates Irrarease 1.15 TC 0-M
Vert.(LL) -0,15 10-12 >999 360
1 -rrni 0 1 MT20
V Luer lrxTease
13( 0.84-
i BCLL
Rep StTess Iner NO VVB 0 98
RCDL 8-0 Code IRG2003fM[20()2
L.USER
TOP CHORD 2 X 4P1= No.2
BOT CHORD 2 X 6 SPF No
WEBS 2 X 4 SPF Stud *ExoWl
W3 2 X 4 SPF No.2, W3 2 X 4 SPF NO2, W3 2 X 4 SPF No.2
RIE-ACTIOM (Vsize) &--2736(0-5-8.,2=2402/0-5-8
Max
Hort 2t-202(load case 4)
Max UP&S-856(load case 4),,2=-7070 case 5)
VerM)
02510-12
>983
18G
HDrz(TL )
0.06
8
`a
n/a
WMd(LL)
0-11
IG -12
>999
240
BRACING
TOP CHORD
BOT CHORD-
VVEBS
JOINTS
Weight- 109 1b
__21 -0-
4-- 1
-4--1
GFNP
1971144
9
I.
47A II
Structural wood sheaths ng directJy applield or 2-&-3 oc purfins, exp4X erg veffimls, and
2-0-0 0C Purlins (3 -2 - max-): 4-7-
R i
Igid coifing direr applied or 7-0-4 Qc bracing.
1 Row at "dpt 7-8
1 Brace at df s) -. 7
FORCES Ob) - Maximum ComBiorvMaximm Tension
'TOP CHORD 1-2--V73,2-3-- 1 134,3-4--370611126,4-5=-3104M5,5-6m---21621716,6-7-21621716T 7-8=-2319/718
BOTCHORD 2-12'!:---1046/3303,11'-12=-104,1'/3189, 10-41=-1041/3189,9-10=-1041/3189,8-9!---55/54
WEBS 3-12=-224/1-29,4-12--5W1569,5-12=-2644128,5--10--347/967,5-9---148&f473,6-9--182�134,7-9--956/3D67
NOTES
1) Unbalanced r Five loads have been considered for this design.
2) Wimd _- ASGE 7-02; 90mph ; hL--25t TCDL--4.W, BCD L-=4. Bpsf,, Category 11', Exp C; enclosed;MM S gable end zone; can, tifever left and right exposed ; end
ver" left and right exposed; Lumber DOL=1.33 plate grip DOL -1-33.
3) Provide adequate drainage to prevent water porxft,
4) This truss has been designed for a 10-0 psf bottam chord rim load noncon-current wMi arry oftr live loads.
5) Ths truss requires plate inspection per the Tooth Count Method when this truss is chosen for quarity assurance inspection -
6) Provide mechanical connection (by others) of truss to bearing ptate capaNe of withstand -Ing 856 lb uplift at jalint 8 and 707 lb upfift at Dint I I Int 2.
7) 11* Vu3s is desig ned in accordance with the 2003 1 nternational Residereal Gode sections R502-1 1 -1 and 8802-10 -2 aod rote renced standard ANSVFPI 1
8) Girder carries hip end With 0-0-0 night side setback. B-01-0 lett side hack and M�0 end seW&
9) Design assumes U2(flat orientafia n) purlinsat oc spacing ir0cated, fastened to truss TC wl 2-1 Od nai-is-
40) Hanger(s) or other conneafion device(s) shall be provided suffi dem to suppaq concentrated load(s) 1b down and 330 lb up at 8-0-0 on bcaom chord- The
desigNselecidbn of such a)-nnecton devk:e(s) is the rez;ponsibility of others.
11) In the LOAD CAS E(S) secffor� loads applied to the fact-, of the truss are noted as front (F) or back (B)_
LOAD CAISE(S) Standard
1) Regular: Lumber.] ncrease-_ 1. 1 1.1
Unfform Loads (ply
Vert 1-4t=-86, 4-7!!=!�F-43), 2-121-16, 8-12,212(F=-1 )
CcnmnMed Loads (1b)
Vert 12mn-884fl
fid _ Truss:
E1
Surnrn4 Truss,, b2ny, 0, Mhrk Mangum
Tru TyW.
zz
0
I
1I
I Job Deference
6.3W s Jul 1.1 MW Ir4ustries, Inc. lin Oct 29 10=18.46 2My_fge 1
. �_ _--- ------ - .. 21-0-0-
L
--1 4-9-3 --1
7-00 ff-
K
I
4
0
= =2mg 1 r--
9-1-2 9
�
9-1- -1-
LUMBER ACING
TOP CHORD 2 X 4 SPF Not TOP ARD
BOT CHORD 2 X 4 SPF No
4 SPF Std 130TCHMD
WEBS
JOINTS
b.4
Max a i case4
Max Upfift7m--221 Omd case 4b 2=-271(load case 5)
FSC (1b) mun Compression/Maximum Tion
TOP CHORD 1- 1 1 5+` T7r , 1 X51210, -97: 1230, ---A3f7,,-7= 14'87
BOT I -I D-1 30611 289z 1 X21 4a74{ 9= 1 X43 7-1
78r,33%, 5"164,5-7=-10771230
Std ral wood sheathing d irectly appfied or 4-3-9 oc puffirrai, mm- pt end vel, arxj
- oe purl i (5-7-8 max-)- -6_
Frigid celffing cfi recffy applied or 1 0 ac braking.
1 Dow at mAW 5,7
NOTES
1 ) Unbalance roof Itis load have been considered for this sign,
Wind_ ASCE 7-02; 90r -, h ;5ft; T DL= _ P BDL W; Cattery 11, Exp r enclosed; MWFRS gee erid zone, canfilever left and right eked ; end
ver left and n-ght exposed; Lumber DOLL -1 _ 33 plate g L=131
3) Provide adequate dra mage to prevent water landing-
This truss has been idesigned for a 10.0 pst C ottorn chord We load rorcwcurrent Vft any other live I ds-
This truss reqLH-res piate inion per tie Tooth int Wthod when this truss is chem o to r quality assurance i n pe on _
6) Provide mechanic connection (by others) of truss to bear -Ing plate moble of withstanding 221 1b uplift at joint 7 ark 271 1b uplift at Joint
TNs tri is designed -in a rdanco with the 2CO3 international Hc--sidential Code sectiorTs R502.1 _.1 and X602,10.2 and refererred slandard ANS UTPI 1 _
Digo assumes 4x2 (flat o ientation) purlins. at oo spacing indi , fastr�ed to truss T / -1 Od nails -
Vii' 'f Standard
1
15
, 1-0-
1 -0
5-"
--1
T ;0-1.- ,, E
l
L ADiNG (p
PACING
-"
CS1
Dom.
in
([cc) Vddl
Lid
PLATES GRED
TCL 35,0
Plates Increase
1,15
TC 0.53
Vert(LL)
-0-20
-10 >999
360
? To 197A44
T DL 8.0
Luer 1r r e
i
1-15
BG 0,60
eri TL
--0.46
-10 >542
180
GL -L 6-0
Rep Stress tncr
YES
WB 0.42
or (TL)
0.04
7 n1a
rVa
ADL 8.0
Code IRC200TPI. I
(fix)
i(1 L)
0.03
-10 >999
240
We ht� 94 1b
LUMBER ACING
TOP CHORD 2 X 4 SPF Not TOP ARD
BOT CHORD 2 X 4 SPF No
4 SPF Std 130TCHMD
WEBS
JOINTS
b.4
Max a i case4
Max Upfift7m--221 Omd case 4b 2=-271(load case 5)
FSC (1b) mun Compression/Maximum Tion
TOP CHORD 1- 1 1 5+` T7r , 1 X51210, -97: 1230, ---A3f7,,-7= 14'87
BOT I -I D-1 30611 289z 1 X21 4a74{ 9= 1 X43 7-1
78r,33%, 5"164,5-7=-10771230
Std ral wood sheathing d irectly appfied or 4-3-9 oc puffirrai, mm- pt end vel, arxj
- oe purl i (5-7-8 max-)- -6_
Frigid celffing cfi recffy applied or 1 0 ac braking.
1 Dow at mAW 5,7
NOTES
1 ) Unbalance roof Itis load have been considered for this sign,
Wind_ ASCE 7-02; 90r -, h ;5ft; T DL= _ P BDL W; Cattery 11, Exp r enclosed; MWFRS gee erid zone, canfilever left and right eked ; end
ver left and n-ght exposed; Lumber DOLL -1 _ 33 plate g L=131
3) Provide adequate dra mage to prevent water landing-
This truss has been idesigned for a 10.0 pst C ottorn chord We load rorcwcurrent Vft any other live I ds-
This truss reqLH-res piate inion per tie Tooth int Wthod when this truss is chem o to r quality assurance i n pe on _
6) Provide mechanic connection (by others) of truss to bear -Ing plate moble of withstanding 221 1b uplift at joint 7 ark 271 1b uplift at Joint
TNs tri is designed -in a rdanco with the 2CO3 international Hc--sidential Code sectiorTs R502.1 _.1 and X602,10.2 and refererred slandard ANS UTPI 1 _
Digo assumes 4x2 (flat o ientation) purlins. at oo spacing indi , fastr�ed to truss T / -1 Od nails -
Vii' 'f Standard
R�Z
PAM
r
E10
6-2-1 . t� 1 - , 17-&4
MM
c
IM GONST-MrTCH ROBINSON
Ha
'J
.300 Jul 112!006 eek Industilies, hct Wri Oct 29 1 :18;47W_:e1
I
t
Z3-2-4
5-912
'mala 1:47.1
11:32"11
r 6-2'-1 I
12ant
1�
10
I
12-M. .- I 1-". --
6-2-13. 5-9-3 &-4 5-9-12
ge
l
L (p f) SPACING 2-0-0 CS DEFL in (tom) U Lid - P
TELL 35.0 Plates Increase 1_15 TC 0.55 Vert(LL) .11 11- 13 >999 360 MM 1971144
` CDL _0 Lauber increase 1-1:5 BG 0.77 Vert(TL) -D21 1-13 >>9991 SO
B L 0.0 I Rep Strom Incx YESwe 0.61 or ) 0.09 8 rVa n.,a
LUMBER
TOP CHORD 2 X 4 SPF No-2
BOT CHORD 2 X 4 SPF No_
SBS 2 X 4 SPF Stud * W
W4 2 X 4 SPF No -2, W4 2 X 4 SPF NcLZ W4 2 X 4 SPF No-
+;68 * a8=1468Wlechanical
Max Horz I =2E" ad case 4)
m
Wind( LL) 0,0'
BRACINGIL
TOHORD
0 SMB
�.r
trural wcod sheathing direr ap i+ or 30-3 oc purlins, excepi end verticals, and
2= purlins (4-6-1 max.): 3-7-
Frigid ll g cfireGUY applied or 8-11-0 bracing,
T
1 Row at "dpt 7-8, 4-12, 4-9,
1 Brace at ): 7
FOSS (lb) - Maximum CompressiordlVaAmum Tension
TOP CHORD 1-2=-2485,'39, - -187235 T 4--1 344, -1008/274, 5- �`�` 1 , 6-7=-x'91, 7-8--218193
BOT H IS0 1-•1 --42,at2O29, 12-1 X02 , 11-12= 37 1493, 10- 11---370/1493, -10370/1493, 8-9=-27211008
WEBS 2 -13 --(Ml, 2-12--65V242, 3-12,34/405, 4-12=-2M249, 4_1 �
2, -`1 z -60/677, 6-8---155&328
NOTES
1) UTibalanced root live loads have been carrsidered for this design -
2) W
qo_2 md- ASCD 7 02; �
- �1� TLS-�- ���.- r 11; Exp; � ? ab r .
� ��ntrlor leftand right i = end
VAS left and rigl expLumber; r D LA -33 plate 121
3) Pro ide adequate dr ai nage to prevent water pordug.
4) This tmss has been designed for a 10.0 psf bottom chord live load nanconcurrertt h aro other live loads_
This tri requires painspection inon the Tooth Count Methad when thebuss is chosen for q utility a surae i poo.
6) Refer to girder(s) for truss to Mw connectons.
PrM id me arl� ,'ra tion (b others) of truss to dog plate capable of withstanding 243 fb uplift at joint 1 arxJ 1 uplift at joint _
8 This Mw IS si rid ire accordance with the � Inte ab ai Residential moons 8502-11-1 and .1 ..2 1,' term rwdard hit 1 _
Design assume 4(flat o nt on)purlins at spadingindi ted, f e tri TC to trT J 2-10d nail -
C ) Standard
'truss Tye �.�.T.W.
Qty
P!y
ROBiF
1SA0NQ W
1
#
Job R4
6-2-1 . t� 1 - , 17-&4
MM
c
IM GONST-MrTCH ROBINSON
Ha
'J
.300 Jul 112!006 eek Industilies, hct Wri Oct 29 1 :18;47W_:e1
I
t
Z3-2-4
5-912
'mala 1:47.1
11:32"11
r 6-2'-1 I
12ant
1�
10
I
12-M. .- I 1-". --
6-2-13. 5-9-3 &-4 5-9-12
ge
l
L (p f) SPACING 2-0-0 CS DEFL in (tom) U Lid - P
TELL 35.0 Plates Increase 1_15 TC 0.55 Vert(LL) .11 11- 13 >999 360 MM 1971144
` CDL _0 Lauber increase 1-1:5 BG 0.77 Vert(TL) -D21 1-13 >>9991 SO
B L 0.0 I Rep Strom Incx YESwe 0.61 or ) 0.09 8 rVa n.,a
LUMBER
TOP CHORD 2 X 4 SPF No-2
BOT CHORD 2 X 4 SPF No_
SBS 2 X 4 SPF Stud * W
W4 2 X 4 SPF No -2, W4 2 X 4 SPF NcLZ W4 2 X 4 SPF No-
+;68 * a8=1468Wlechanical
Max Horz I =2E" ad case 4)
m
Wind( LL) 0,0'
BRACINGIL
TOHORD
0 SMB
�.r
trural wcod sheathing direr ap i+ or 30-3 oc purlins, excepi end verticals, and
2= purlins (4-6-1 max.): 3-7-
Frigid ll g cfireGUY applied or 8-11-0 bracing,
T
1 Row at "dpt 7-8, 4-12, 4-9,
1 Brace at ): 7
FOSS (lb) - Maximum CompressiordlVaAmum Tension
TOP CHORD 1-2=-2485,'39, - -187235 T 4--1 344, -1008/274, 5- �`�` 1 , 6-7=-x'91, 7-8--218193
BOT H IS0 1-•1 --42,at2O29, 12-1 X02 , 11-12= 37 1493, 10- 11---370/1493, -10370/1493, 8-9=-27211008
WEBS 2 -13 --(Ml, 2-12--65V242, 3-12,34/405, 4-12=-2M249, 4_1 �
2, -`1 z -60/677, 6-8---155&328
NOTES
1) UTibalanced root live loads have been carrsidered for this design -
2) W
qo_2 md- ASCD 7 02; �
- �1� TLS-�- ���.- r 11; Exp; � ? ab r .
� ��ntrlor leftand right i = end
VAS left and rigl expLumber; r D LA -33 plate 121
3) Pro ide adequate dr ai nage to prevent water pordug.
4) This tmss has been designed for a 10.0 psf bottom chord live load nanconcurrertt h aro other live loads_
This tri requires painspection inon the Tooth Count Methad when thebuss is chosen for q utility a surae i poo.
6) Refer to girder(s) for truss to Mw connectons.
PrM id me arl� ,'ra tion (b others) of truss to dog plate capable of withstanding 243 fb uplift at joint 1 arxJ 1 uplift at joint _
8 This Mw IS si rid ire accordance with the � Inte ab ai Residential moons 8502-11-1 and .1 ..2 1,' term rwdard hit 1 _
Design assume 4(flat o nt on)purlins at spadingindi ted, f e tri TC to trT J 2-10d nail -
C ) Standard
LUMBER
TOP CHORD 2 X 4 SPF No-2
BOT CHORD 2 X 4 SPF No_
SBS 2 X 4 SPF Stud * W
W4 2 X 4 SPF No -2, W4 2 X 4 SPF NcLZ W4 2 X 4 SPF No-
+;68 * a8=1468Wlechanical
Max Horz I =2E" ad case 4)
m
Wind( LL) 0,0'
BRACINGIL
TOHORD
0 SMB
�.r
trural wcod sheathing direr ap i+ or 30-3 oc purlins, excepi end verticals, and
2= purlins (4-6-1 max.): 3-7-
Frigid ll g cfireGUY applied or 8-11-0 bracing,
T
1 Row at "dpt 7-8, 4-12, 4-9,
1 Brace at ): 7
FOSS (lb) - Maximum CompressiordlVaAmum Tension
TOP CHORD 1-2=-2485,'39, - -187235 T 4--1 344, -1008/274, 5- �`�` 1 , 6-7=-x'91, 7-8--218193
BOT H IS0 1-•1 --42,at2O29, 12-1 X02 , 11-12= 37 1493, 10- 11---370/1493, -10370/1493, 8-9=-27211008
WEBS 2 -13 --(Ml, 2-12--65V242, 3-12,34/405, 4-12=-2M249, 4_1 �
2, -`1 z -60/677, 6-8---155&328
NOTES
1) UTibalanced root live loads have been carrsidered for this design -
2) W
qo_2 md- ASCD 7 02; �
- �1� TLS-�- ���.- r 11; Exp; � ? ab r .
� ��ntrlor leftand right i = end
VAS left and rigl expLumber; r D LA -33 plate 121
3) Pro ide adequate dr ai nage to prevent water pordug.
4) This tmss has been designed for a 10.0 psf bottom chord live load nanconcurrertt h aro other live loads_
This tri requires painspection inon the Tooth Count Methad when thebuss is chosen for q utility a surae i poo.
6) Refer to girder(s) for truss to Mw connectons.
PrM id me arl� ,'ra tion (b others) of truss to dog plate capable of withstanding 243 fb uplift at joint 1 arxJ 1 uplift at joint _
8 This Mw IS si rid ire accordance with the � Inte ab ai Residential moons 8502-11-1 and .1 ..2 1,' term rwdard hit 1 _
Design assume 4(flat o nt on)purlins at spadingindi ted, f e tri TC to trT J 2-10d nail -
C ) Standard
r
5-2-13
5-2-1
1
PIM offsets (X
100
--
L (psf)
SPACING
2-0-0
T LL
35.0
Ptates Increase
1.1
TODL
8-0Lumber
]wease
1-1
BOLL
0,0
Rep Strom Ir-rr
YES
B DL
8-0
Code IR02003ITP12002
#RC?NO HIP
LEER
TOP CHORD 2 X 4 SPF NO,
BOT CHORD 2 X 4 SPF No -2
WEBS 2 X 4 SPF Stuck *Except*
W3 2 X 4 SPF No -Z W3 2 X 4 SPF No -2, ' 4 SPF Ido.
1 :F3 0M (Ib/size) 1=146ajmad-lans8=146&/Mochanical
Max Hb- 1 y233 1 4)
Max Uplift 1--233(I l case 5), 8=-31 6.(ld case )
city Ply. _- ROBINSON _kM" 1101394SON
_300 s Jul 11 2006 lA7ek Indusbies, kie. Nbri Oct 29 1al8:47 2 pge 1
I
16-2-4 _ _22-6-429-0-
B-2-4 - 6-5-12
1 A7_1
3A, 4X4
�$ d�
6-2- -22-6-4— -0-0
6-2-4 - 6-5-12
FL in (? ) I/detl Ud PLATES GRIP -
TG 0_74 Vert(LL) -0,2_2 1-1 >9% 360 MT20197/144
BG 0.75
WB _}
(Matrix)
Vert(TL) 0.54 1-12 >646 180
Hra L 0.09 .8 Tda nada
VV
I L) 0.08 1-1 > 240 Weight- 1271b
BRACING
TOP ORD Stnictural wood sheathing +dire+'' appfied or 2-10-15 oc puffirrs,pt end vertic&sT
and - ac pudins (3-10-8 Max.): 3-7-
BOTCHORD Rigid celfing direcVy applied of B-7-7 ac bracing.
WEBS 1 How at n*fpt 4-12,6-8
I ITS 1 Brace -
FORCE (Ib) Moi MUM i0rL 12 i m rT1 TenSi0n
TOP CHORD 1-2=-245&420,2-3=-20711390,3-4=-170=70,4-5=-1863/435r=__1 7_ T7-8--248/98
T HCi 1-12=456/2044,11-12,445.i1863 11.1�1�, 9-10= 331'132: 8-9.x-331/1323
WEBS -1 / } 3-1 19, 4-1 1 1 , 4-1 - /152, 10=-153/72 , ' if249, '1
i WTE
1)n-bani root live loads have been mnsidered for this Win_
Wind ASCE 7-02; ; %= ft T DL=4. f I3DL=4.8 f;, Czdagory It; Exp : enclosed; MWFRS gable end zone; cantand right ewe T end
+ I left n ht exp; Lumber DOL=1.33 p;ate L=1-33.
' ) Provide adequate drainage to prevent ,mer ponding -
4) This truss has been designcd for a 10-0 pst bottom chord fig load rioncxancurrent with any other lie g
This truss requires -
plate inspection per the T h Count i th when fhis truss i chosen for quafit assurance i pin_
Hofer to girder(s) for truss to toss connections_
Provide rnecharical mn:necfion tby otters) of truss to bewing plate capable of wfthstarKJ1ng 233 lb co Mt at joint 1 and 316 1b uphft at 'c int -
This truss is d o -in amordance with the 20M 1 nternaVanal Residenbal Code motions 1.1 and R802-10.2 and referenced I�ndnr A
Design assumes t orientation) 1 _
) purfir at oc spacing uadt, fastened to truss TC wF/ 2-10d rtsaffs_
I LOAD. CASE(S) mid
Truss
21-54
E12
wviPussl ID wrum
4-5-14
4-5-14
EV. 4 MTJ 811 =
3
13-1-4
5-1-4
ae =
RIWI
ly Ply
Job F(iqf�.1MF1 &mtk
6300 s JEd 12066 industriss
k-tc- Manio- Oct —-
2 1 .48 2G%Z 12Ege
23-7-4
5-3-0
- -4-
V�4
SCale = 1:47-1
8-0-0
13-1-4
5-1-4
7164 MT20H VVEL—_ W2
23-7-4
5-3-0
- - -------------------------
Plate Off 1L-3 E',kjeUl _-0
29-0-0
5-4-12
LOADM (pst)
SPACING 2-0-0
DEFL in (kx,%) Ydeff U- d
TCLL 35.0o Plates Increase 1-15 PLATES GFNP
TG u4
TGDL Vert(LL) -030 11-13 >999 360
8-0 Lumber Increase 1-15 MT20 197/144
BCLL 0.0 BC 0.76 Vert TL -0-5111-13 >6T7 180
Rep Stress lnrr NO MT20H 165/146
8_0 VVB 0-91 HuTz(IL) OA2 9 rVa r�a
Code IRC2003(TP12002 Wnd(LL)MT18H 197i144
0.1811-13 >999 240 A Weight: 155 .1b
LUMBER
TOPCHO RD 2 X 4 S P F 1-650F 1.5E BRACING
RnTKAJr- .v.c
TOPCHORD Structural wzz-
orohianA
thin r
I -r_-e-Lxcep[
B22X6 DFSS
WEBS 2 X 4 SPF Stud *McmW
W2 2 X 4 SPF No -2, M 2 X 4 SPF NO2, W3 2 X 4 SPF No -2., W3 2 X 4 SPF No -2
W3 2 X 4 SPF No.2
WEDGE
Left: 2 X 4 SPF S1W
REAC11ONS ([b/slze) I =:36711M9ftnkA.' 9-367, /Mechanical
Uax HOrz 1 t--- 1 "load case 4
Max Uplift 1 =-741 (load case 6), 9----826(load case 4)
Cid Vk r__V_f tx; pud ins, except end verticals, and
2-0-0 ac. pud":5(2-7-4 max-) - 3_8_
EK)T CHORD Rigid ceifing direcUy appFled or 7-5-4 cc brad ng-
VVERS I Row at rpt 4-14
2 Rows at 1/3 Pts 7 -
}II T
-OINTS 1 Brace at JI(s) - 8
FCRCES Ob) - Ma)dmum0orn pressiortVaxi mum Tension
TOIL GHORD 1-2=-592W1240,2-3-5&3911218,3-4--4757fliD66.4-5=-54Wl264,5-6=-5492/1264,6-7=-5492-/1264,7-8=-7iD/6`6,8-9:----217/M
BOT CHORD 1-14�—1 153/5077,13-14--1,347/5iB5O,l2-13--1347J5&50,11-12=---1 34715850, 10-11- -ZW3593., 9-1 0=-845/3, 3
VVEB-S 2-14,352fi 74, 3-14--49212424, 4_14,1574rjM, 4-13-118[761
4-11 59
a-4731117, 5-11---440/165, 7-11 =-561 1,x` 11, 7-10=-1 56/ 1 a 7-9-_-465&1 W
NOTES
1) Unbalarced roof rive to have been considered for this design -
2) Wind, ASCE 7-02; 90mph; h--25ft; TCDL--4_8psf- BGDL=4.8psf; Category fl- Exp Q enckwad; NWRS gable end zone- cantilever left and Nhl - exposed - end
veal ieft and ht exposed; Lumber DOL= 1 -33 plate grip DOL= 1 -33. 7
ng
3) Provide adequate drainage to prevent water ponding.
4) Thi's truss fias been designed for a 10.0 psf bc)ttom Chord five k3ad noncorecurrent moth auy other We loads,
5) All plates are MT20 plates unless otherwise irxficat
ecL
This truss requires plate finsmon per the Tooth Count Method when this truss is chosen [orquality assurance
7) Refer to girder(s) for truss to tritecon necfibm-
13) Frcrwde mechanical connection (by others) of tmss to bearing piate Viable of withstanding 741 lb u0ift at joint I and 826 lb uplift at joint 9-
9) This wuss is damned in accordance with the 2M3 International Residentiai Code sections R5,02.1 1 -1 - an
1G) d R802-10.2 a rid referenced standard A NS 1, -TP I I
G, i r -der carries tle-i n sparn(s) _- 80-0 from 0-0- 0 to 29- "
11) Design flat on-entahon) PUT] -
ins at oc spacing indicated, tastened
to tuss TC w/ 2-1 Od nails.
12) In the LOAD CASE(S) section., loads applied to the face of the lrrl are noted as front (F) or back (B).
LOAD CASE(S) Standard.
1) Regular: Lumber Increase -.-_1.15, Plate InGrease= 1. 15
Unifform Loads (pig
Vert:
Job
Truss
X215 E
r ,
r r 160 Wrk mum
i
- --1
6-2-13
Timms Type
' 11K]N(] HIP --
-9-3
� O
1 —
s _ 21-0-0
4-7-1
N
qty
I
6-2-1
y�
I
LUMBER
TOPCHORD 2 X 4 SPF Na.2
BOT CFfOfiC} 2 X 4 SPF No.2
WEBS 2 X 4 SPF SW
RCTKM OSiW) 7=1�, =1214/0-8
Max rz 2=296(load case
Max 7=- 17'(Ioad case 4), =- 276(load case 5)
5-9-
TOIL IS D 1- =0 T - =-1 1 i' 1 a 8-4= I C)5 t r ? , 4-5 1 / & - =-65/87, 6-7— 181180
BOTCHORD -1 o=-280/1274, 9-1 - 80/1274, r 2W l274, 7 -, 7/
MBS 3-10---01190, 3-8_586219, 4-8=0/1703 114'4882 5-7=-94,5/247
6-2-13
1
Plain offseft M:
Vert(LL) .16
L
PAUNG
2-0-0
CSI
TOLL 35.0
Plates Increase
1.15
� TO a 64
T DL 8.0
Lumber I=ea
1 _i5B
BOLL 0-0
rep Stress Incr
YES
_6
WB 8_5
B DL 8,0
Code I R 2OD37PI2002
1 mat; Jt(s)_- 8
I
LUMBER
TOPCHORD 2 X 4 SPF Na.2
BOT CFfOfiC} 2 X 4 SPF No.2
WEBS 2 X 4 SPF SW
RCTKM OSiW) 7=1�, =1214/0-8
Max rz 2=296(load case
Max 7=- 17'(Ioad case 4), =- 276(load case 5)
5-9-
TOIL IS D 1- =0 T - =-1 1 i' 1 a 8-4= I C)5 t r ? , 4-5 1 / & - =-65/87, 6-7— 181180
BOTCHORD -1 o=-280/1274, 9-1 - 80/1274, r 2W l274, 7 -, 7/
MBS 3-10---01190, 3-8_586219, 4-8=0/1703 114'4882 5-7=-94,5/247
NOTES
1) Unbalanced root 11va l0ads have been comidered for this design.
Find: ASCE -ids rip; 1�.=f; TlL=4.8p,- BDL=4.f; Cattery 11; E enclosed; ISP able zroler
verka' ] left and night, t and exposed; end
� �g Lumber �� � ��� L=1.�-
Provide adequate drainage to prem mer poring_
4) This truss has been designed fof a 10.0 t rri chord we load nonco Curr€ nt with any Other firve ids.
5) This trUss requires to v ifor quarr assurance €rte IGn.
n per the T� t � I� this tris � chosen
6) Provide merk:al oonneen uthers. bUW tO bealing
plate Caere of withstarpffing 217 lb upift of joint 7 and 276 lb uplift at -oinl .T i truce is designed I�e nrraadertal
COCIe secfions R502.11_1 and R802,102 and referenced standard ANSVIM
8) D gn a u 4 (flat orientation) l di at spacing indicated, to tensed to ce truT Irl 2-1 rr�. ls_ #_
LOAD CASE(S) Standard
i
1
a
9-0-0
Vert(LL) .16
7 MT20 197/144
'erg.. 36
7-8 >679 10 ,
Hort(TL) a o4
7 rva r a
Wind(LO 8.05
-8 I Weight: 97 Ib
EHACM
TOP X110
&ructuv2wCCd sheafFi difeqWyapplied or 4-1-9, oc puriins, except end rfical's, aM
-ins
-G-0 oc purl ( max.): _ �
BOT CHORD
FW ceil-Ing direly applied 10-0-0 oc bracing—
WEBS
I Row at midpt 6-7, 5-7
jofws
1 mat; Jt(s)_- 8
NOTES
1) Unbalanced root 11va l0ads have been comidered for this design.
Find: ASCE -ids rip; 1�.=f; TlL=4.8p,- BDL=4.f; Cattery 11; E enclosed; ISP able zroler
verka' ] left and night, t and exposed; end
� �g Lumber �� � ��� L=1.�-
Provide adequate drainage to prem mer poring_
4) This truss has been designed fof a 10.0 t rri chord we load nonco Curr€ nt with any Other firve ids.
5) This trUss requires to v ifor quarr assurance €rte IGn.
n per the T� t � I� this tris � chosen
6) Provide merk:al oonneen uthers. bUW tO bealing
plate Caere of withstarpffing 217 lb upift of joint 7 and 276 lb uplift at -oinl .T i truce is designed I�e nrraadertal
COCIe secfions R502.11_1 and R802,102 and referenced standard ANSVIM
8) D gn a u 4 (flat orientation) l di at spacing indicated, to tensed to ce truT Irl 2-1 rr�. ls_ #_
LOAD CASE(S) Standard
i
Job
'rTruss
2154 E3
SPECIAL
Uh*X9f,jktrkWmgum
5-6-3
5-6-3
5-6-3
Pkde'offseb X -0-
-
LOADING (ps�
TCLL
35.0
77TCDL
B-0
1 BLL
D.0
BBL
8-0
SPACING 2-"
Plates Irrrease 1A5
Lumber Increase 1.1:5
Rep Stress Incr YES
Gode IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF No -2
BOT CHORD 2 X 4 SPF No2
WEBS 2 X 4 SPF Stud *F-xcW
W7 2 X 4 SPF No -2
REACTIONS (lb/size) 2=1214f0-5-8,9--j045ffi-5-8
Max Horz 2=&q4�ioad case 4)
Max Up]42-279(lcad 'moi+.-5)s8(load case
1
FQ%fy
CS1
TC 0-49
BG 0-79
VVB 0-92
(arc)
4-11-13
3-&0
RC)BINSON
I Job Refer en
Ce fopfimal)—
K&Tek kmhT
6.300 s JiA I it 2MG " I - I - rx' es --I r lw,. M3n OC 29 10:1 Vq 2207 Page I
-tin n n
2-0-0
6
I "_0 -- d-- --- 14-0-0 21-0-0—.-
3-6-0
CHEFL
In
(10C)
VcFt(LL.)
-0-2311-12
Vert(TL)
-0.40
11-12
Hor z(TL)
0.31
9
WirKJ(LQ
0-14
11-12
opt
PLATES
IT
Weight, 102 lb
mw
GRIP
197J144
StrUCtural wood sheathing C[ilrec* applied or 2-9-7 oc purfins., excW end vert cal arid
2-0-0 oc puri ins �5-11-11 �j - 6-7.
Rigid ceiling directly app4ed or -6-6-14 oc bracing.
1 Row at midpt 8-9,7-9
FORCES (11b) - Ma)dmum GoWessbryMaximLjM Tens -
Ion
TOPCHORD 1-2--AY63.2-3---3a6lj63(),3-4a.-2356/4,36,.5=-2221/44735-`6=-l055/246,6-7=-855/244.,7-8---142Jl35,;8-9--14&113
CBOT CHORD 2-12�79712RII,.11-12-7W281,2-,1 11---66Df2iD4419-1-0=-l6W2T7
WEBS 3 -12 --GM 3-11 =-MI280, 5-11 --43011566, 5-10--- 1 EM467, 6-1 &---1 1 , 7-10= 4fl%47 7-9,1076/418
1) Unbalanced r five kkads have been considered for ign.
2) Wmd: ASCE 7-02; 90mph; h=25ft; TO DL--4-BW, BGDL - 8W; CategoEJqp Q enckGed; MWFRS tae end zone; canblever left and r�I� exposed end
verbcal ieft and rFght e)posed,- Lumber D0L=1 -33 pkde grip DOLAM.
3) Provide adequate drakiaW to prevent water ponding.
4) This truss has:been deskjned for a 10-0 psf bottom chord Five k3ad nancor�wrrent with any other We Lead..
5)This truss requires plate kvspecfion per the Tooth Count Wftd when this truss is chosen for quaW assurance inspE�cfion.
6) Bearing at jdnt(s) 2,�er� paraHel to grain- value using ANSVTP I I angle to grain formLda- Building deSign-o'r should venfy capar*yof beaftsurkme,
Pde mechank:;d on(by others) of truss to beam plate capable of withstarKling 279 1b upfift at Joint 2 and 188 ]b upkft ajj&d,9-
8) This Mw is designed in. accordance with the 2003 1 nternaft-A %sid-enfial Code moons R502_11.1 and 1 802.102 and referenced s6qrxjaFd ANS VTpj I_
9) Design assunnpm 4x2 (flat orieniafton) pudins at oc spacing indicated, fastened to trLw TC wl 2-10d naft.
LOAD CASs) stan[jard
Job
L M
E4
I
I
-1-6-0 5-6-3
1-6-0 5-6-3
I russ Tyw
SPECIAL
10-6-0
4-11-1
JF! �l!'ITI-1
I
9
C -�
112005 UTek Industfies, Inc. Nbn C�qt fV 018:50 2007
i
-_
0
- 1:44.6
7
N
PLate
LO NG (p SPACING 2-0-0
TALL Plates Increase 1.1
TCDL &0
Lumber I r ease 1,1
BALL 0.0 Rep Strom I ncr YES
B D L -0 Code l R 2 TPl2002
,LUMBER
TOIL CHORD 2 X 4 SPF Not
+T CHORD 2 X 4 PF' N
WEBS 2 X 4 SRF Stud *-Except"
W7 2 X 4 SPF No-
M •427(ld case 4)
,�
Wx
f * . f"( o d case
I
TC 0,
BG 0,
VVB 1
( 1ahix)
DEFL in (Joe) lidefl
Vert(LL) -0.24 11-12 >9
' Ort -0.42 11-12 >5932
Hort(TL) 0.34 9 rVa
ind LL 0.15 11-12 >999
IGING
TOPCHORD
BOT CHORD
WEBS
Structural sheathing dirty died or 2-9-4 ac purlfr s- except and verticals, and
-0-0 uc puAirs ( -0-0 rrk_iX_)= 4�
Rigid ceiling directly applied or -1 G- 12 oc bracing,
I Row at midpt 10, 8-97 7-9
Ob) - MaLAmum Gorr priorMaidntum Tion
TOP CHORD 1- =AY6363 2-3---324716495 3-4=-2W1458..4-5=-21 9a11t 5-6---741/196, 6-7=-53W
BOT H RD -1 =-72712796, 11-1 727FIG-11=589/.2 , 9-1 --17445
VVEBS 3-12-_-0/1 87, 3-11 =-6E212W, 5-11--364(1609,,5-1 0=_ 1.891/483, 6-10 10311 . 7 10 -2_&�MB, 7-9---10691252
NOTES
1 Unbalanwd root live loads have been oDmidered for this design.
Wind ASCE 7-02; p ; h=25ft T L -_f -.8p ; l3DL _ p f,, Cattery If- ENID Q enclosed MWFRS gaUc end zone; cantilever left and night exposed - r
ld
Verfical left and Ogft exposed, Lumber r DOL=1.33 piste grips
Provide adequate drainage to prevent waterr fing-
4) This truss has been designed for a 10.0 p f botlom chord lrve load nonmncurrent wfth any €alar live loads -
5) This tnuw f uroslate
p neon per to Tooth Count Method when f truss is chosen for quality assurar in mon_
BeariW a# joint(s) 2, 9 considers ParaM to grain ane using ANS IfTP I 1 arde to grain formula- Building dasher shodd,verity capachyof bean ng surface_
Provide mechanical n necti on :(by others) of bum to beadingI t
8) This truss i �grood ire a rdane � the 2003Infernatio Residentialosections
f ��i rpt a t �� � '
1 n assumes 42 (flat orientation) purlins at oc spacing r cat +d, fastened to truss TG gar,' -1 Od nails_
f
_ — — —
JIDb
ru
L2154
Th
9Lli
MIT 5111)7 ft4jkgum
5-6-3r -
5-6-3
1
I
3 .
Job fppfirencq(oat) �. _ _
_ 1 1
4-11-13
Is
a 21-0-0
o
4-6-0
MATES GRI
-
5-6-3
5-6-3
K -4a Offsets
LI
SPACING
TOLL
35.0
Rates 1 =ease
1t1
TCDL
8.0
Lumber Increase
1-1
BELL
0-0
Rep Strom Incr
YES
LUSER
TOP CHORD 2 X 4 SPF No
BOT HHD 2 X 4 SPF NO2
WEBS 2 X 4 SIF S,md *Except*
REAGTIONS ilk i e) 2=1.214/0-5-a, i
Max rz 1(l ad rase )
Max l.. 02=— (l ease T 8=-217(k)ad case 5)
10-6-0 16-6-0
f
TG 0 f
BC 0.79
B 0.72
(n;
FORCES (lb) - Maximum Compress-10rumaximum Tejon
iT � *1 11= 70 7 1 X571121 T8-9----72,96
VVEBS 3-11--0/182 -1 &---34&1617, 5-9=-1 9431510, &9-47/185, 7-9---1 6 60
FL in ) Ildefl
Vert(LL) -0-24 1 X11 >999
V rt(TL) -0.4210-11 >590
Hort(TL) 0-34 8 Tva
Wind(LL) 0.15 1o_11 >999
GRIP
MUD 1
Weight: 99 lb
d
I
soak
BRACING
TOFF CHORD Structural wood sheathing direcuy applied or 2-9-3 para r1 rr-s, except ond verti l -
T CAiORD .ridgy ceiling directly flied or -11-1 1 oc bracing:.
WEBS 1 Row at rr d1 5-9,6-9,7-8
NOTES
1) UrbWanced 1`00f live 1 -oafs have been considered for tWs design -
2) `il rel: ASC E 7-0f 9ornph, h=25fit; TL=4_psf; ADL=fT CalegOry IiosedT II'>=R S tae end zocantilever deft and right .t eked _r#
eil left and right ed; Lumber L1.3:3 piate grip DOL=1.3-
This truss has been designed for a .1 0-io psf mem Chord firve load nonconcurrent With any other liveThtruss r - -
squares plate -nspe on per the T ip CMnt I thad when this tri chosen for
Ce inspection..
5 Bearing at joint(s) 2, residers parallel to gral
n value using ANS TPI 1 angle rain formula. i ng designer should veritycapacity o1 bearing
.Provide me ani f connection ( others)
Of t s to R� date p � � rf .
- ng 279 uplift at joi lit ar 17 u iii at j nt
This is �r ire rn tip the international H�esidd
sections x.41-1 and R8M 10-2 and refere need standard AN SVTP,l 1.
LOMCASEP Standarid
job
-- — _ T — --
[Truss
r 3-1N WC0 T-f�I�T Hf rL
SPECS T7
Fn
Job Rekon.m
—. _ -
MU
.1
26-6-7
- 11.1 6-5-9 1-
6-0a
G
9-1-
5-6-3 w
- 4-11-1
Plate
- y t LOADING. SPACING -0-0
T ILL 35-0 Plates 1ncreasoe IA
T1-8_0 Lumber Irrease 1,1_5
ESC LL 0.0 Rep Stress I i t YE,
B DL 8-0 Coe IRC2003fFP[2002
!LUMBER
TOFF CHORD 2 X 4 SPF Ho
BOT CHORD 2 X 4 SIDENo-.2 *ExcW
1312 X 4 SPF 1 6WF Jt
4 SP F Stud
W3 2 X 4 SPPNO-2,W6 2 X 4 SPF No.2
REACDONS (fie) 2=15%0-5-8,12,2067/0-5-8
Max Herz - -load a )
ift2,351 (k)ad case 5), 12=n-532(lcad case 6)N%x UN
11.
-20-" 26-6-7, 29-0-0
1 —1 —
DEFL in (bc) deft Ud PLATO
Vel LL -0_43 16-17
VeMTU -0,7 16-17 >472 180
rZ(TL) 0.50 12 r/a
Wlnd(LL) 0.24 16-17 >999 240
Struckiral wood sheathi M directly
Rigid miling di rectly aWied or
I Rcw at rnidpt 5-.1
MRCES (lb) - Maximum o pr s °o Maxim
Tern
T
FOP HORD 1— , _, 1 8;34, �a`+ 8 2662, 317 i -6..1 7= 1- 1 ff358, 7 s'1�a70/ .,8-9=-1* 71
r
i2 -17,773/4011.,16-17m-
774/40, y 15-16-517/3445, 1 1 �/l 11 0., 13-14,2&528, 12-13=-23528 10- 1 =-641, 1
WEBS 3-17 17 , -i 58PJ2, 5-1 '344f2430, 15--2699�565., r-1 I , J- 1 13"5, -1 - 9W ' . 9-14_-
NOTES
e
1 ) Unbalanced roof live loads have been comidered for this ckrjgn_
n da ASGE 0F 90mph; h=eft' TIL A SIL.
psf;. Category Il; Exp ; enclosed; ~FSS gable end 70rre; ca fir left and right used _F end
verfical left and right ems , Lumber DOL=1.33 plate gip D L=1. 1
i ) This t -is not designed to suppott a c1mling and is net iritended for use where aesthetics are a Consideration-
4
This tri has been designed for a 10-0 psi bottom chord Iia. r anconcurr nt with anY other live toads_
This tSS requires
ate inspection per the Tooth Count Mete tN:s twss is chosen for
6) Be e . q lity assurance inspection at e cal I tatI 1 afingle taWain 1 r ula_ Buis d grier U verify
f Provide m han nnecton (by others) of truss to bean -F19 ate � 4withstandirg1]b Inat -flint 532 l pltat-
g surface -
t 12. nn
.nn
8) This W= is d ned a rch the International eI .t d ireferenced g. a dard � 1, l_
I LOAD AE(). Standard
Weight:
-
�M
Job° Truss Truss Type
- S2154 E7 PECIAL
Tru#f rpt I, Wk
0
Phir
rb Refef ce i
24-8-3
1-6-0 - -11-1 6-0-0 4-0-8 4-3-13
6
9-1-2 =
LUMBER
TOP CHORD 2 X 4 SPF 1 o,2
130T CHO R D 2 X 4 SP F too- "Ear pt*
131 2 X 4 SPF 1 65OF 1.5E
WEB 2 X 4 SPF Stud *Except*
W3 2 X 4 SPF Ho -2, W5 2 X 4 SRF No_
REAS (Usize) 2=1620/0-5-8r 1 455/Mechanical
Max Hofz -362(Td case 4)
Max'Uptift2=-357(load case , 1 0=—__43led case )
[FEEL in 000
Vert(LL) . 13-1
Vert(TL) -7 13-14
Hort TL 0.54 10
Wind(LL) 0_2513-14
BMCING
TOIL CHORD
BOT RD
WEBS
29-0-0 _
--'
ETES
MT20
Wit. 135 1b
Nil @ r� ., f
MRCS (1b) - Maximum Compressio rLINfaxi mum Tension
TOR CHORD 1-2--0163.2-3---4822 , - =-4095741: 4- =-39011754, 5-6= 1 3&� 5 T -7 1531 i373, 7-8,--1 / 1 , -# I, 9-1 = 224100
BOT CHORD 2-14---MI/41977 13-14=-882/4201 31 12-13=-1539/3648,11-12=1 W1 0 10-11 =- 12&1064
WEBS 3-14---0/175, 3-13t:= S771239, 5-13,413/2554, 5-12-2810/6Z7, 6-12.!=-203/9881 -1.=-15W71 7-11---4W892 8-11=32(221, 10= 151
NOTES
1) Upbafanced roof lime loads have been comidered for this dim
Wind - ASCE 7-02; mpg, heft; TCDD=-- .8 f; BGDL- r fr Cates II; � +n- 6 _ � gaU en r left and 11911 r
vertcaJ leftand titxposed7 Lumber DOLT 1 -33 plate grip DOL=t - _
3 This ftilluss has been designed for a 10.0 pst bottom chord firve 1crad nonconcurTerit with any other live loads -
4)
d -4) Tis truss requires plate inion per the Tooth Count Method when this truss' IS
chosen for -quality assurance inspection_
Refer to itl) for truss to truss connections.
Bearing at M(s) 2. mrtsitders parallel to grain value using ANSl I angle to grain formula. Building designer should verify
Provide ea onetie others) to bean
u plate capable of witbstanng 3' lb upffit at joint 2 and 243 1b uplift at jeint 10-
8) This truss is desig reed i ri acmrdance vviM the 2003 Intemational Residential Code sectiGns 8.02.11.1 arKJ R8M. 102 and referenced andard ANS1ffP1 1 _
LOAD CASS) Sid
QFUP
1971144
6 - 1.49_7
z
IN
C5
-
--
1
LOADING (ps�
SPACING
2-0-0
i
TCL L 35.0
Plates In ret
1-15
TC 0,82
T DL 8.0
Lumber I ncreese
1-15
BC 0-94
LL 0.0
Rep ,Stress I n r
YES
VVB 0.87
DL 8.0
Code TIS 00 .[PI
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 1 o,2
130T CHO R D 2 X 4 SP F too- "Ear pt*
131 2 X 4 SPF 1 65OF 1.5E
WEB 2 X 4 SPF Stud *Except*
W3 2 X 4 SPF Ho -2, W5 2 X 4 SRF No_
REAS (Usize) 2=1620/0-5-8r 1 455/Mechanical
Max Hofz -362(Td case 4)
Max'Uptift2=-357(load case , 1 0=—__43led case )
[FEEL in 000
Vert(LL) . 13-1
Vert(TL) -7 13-14
Hort TL 0.54 10
Wind(LL) 0_2513-14
BMCING
TOIL CHORD
BOT RD
WEBS
29-0-0 _
--'
ETES
MT20
Wit. 135 1b
Nil @ r� ., f
MRCS (1b) - Maximum Compressio rLINfaxi mum Tension
TOR CHORD 1-2--0163.2-3---4822 , - =-4095741: 4- =-39011754, 5-6= 1 3&� 5 T -7 1531 i373, 7-8,--1 / 1 , -# I, 9-1 = 224100
BOT CHORD 2-14---MI/41977 13-14=-882/4201 31 12-13=-1539/3648,11-12=1 W1 0 10-11 =- 12&1064
WEBS 3-14---0/175, 3-13t:= S771239, 5-13,413/2554, 5-12-2810/6Z7, 6-12.!=-203/9881 -1.=-15W71 7-11---4W892 8-11=32(221, 10= 151
NOTES
1) Upbafanced roof lime loads have been comidered for this dim
Wind - ASCE 7-02; mpg, heft; TCDD=-- .8 f; BGDL- r fr Cates II; � +n- 6 _ � gaU en r left and 11911 r
vertcaJ leftand titxposed7 Lumber DOLT 1 -33 plate grip DOL=t - _
3 This ftilluss has been designed for a 10.0 pst bottom chord firve 1crad nonconcurTerit with any other live loads -
4)
d -4) Tis truss requires plate inion per the Tooth Count Method when this truss' IS
chosen for -quality assurance inspection_
Refer to itl) for truss to truss connections.
Bearing at M(s) 2. mrtsitders parallel to grain value using ANSl I angle to grain formula. Building designer should verify
Provide ea onetie others) to bean
u plate capable of witbstanng 3' lb upffit at joint 2 and 243 1b uplift at jeint 10-
8) This truss is desig reed i ri acmrdance vviM the 2003 Intemational Residential Code sectiGns 8.02.11.1 arKJ R8M. 102 and referenced andard ANS1ffP1 1 _
LOAD CASS) Sid
QFUP
1971144
6 - 1.49_7
z
IN
C5
Job
ITnwFCOWSM�nss-�ype I� -1� '�"�sr.c� FMInfsory
I Job Reference
243
4-11-13 5-6-0 1-" 3-6- .
. - - , E I11. ,& f13-0-4-0,0-3-1 11
LONG so
SPACING
2-"
T LL
WO
Plates. Increase
1-15
TC 0-90
DL
8.0
Lump iruease
1-15
n SC0-93
BCLL
0.0Rep
Strom Incr
YES
VVB 0-91
B DL
_0 r
Cbde 1RC2ooaqPi2omc
LUMBER
TOP CHORD 2 X 4 SPF a_
IT CHORD 2 X 4 SPF i-
131 2 X 4SPF 165OP1- F
WEBS 4 SPF turd -Except-
W3
-
i W3 4 'SPF No.2,W7 2 X 4 SPF o-
REACTKM Vi e) 1=1460 -Mechanical, 10=1 0/Mechaeiical
Wx l -�1 (load case 4)
WX UpIFrft1=- 64(laad case )7 10=_ 49(load case ).
ENEFLin
Vert(LL) -044 13-14
Vim) . 13-14
0.53 1
13-14
BRACM
TOP CHORD
+''eight: 143 1
29-0-0
-3-13
GRIP
1971144
Std- a.l wood �hcathjng direr Wired, excepl end Verficais. 0 cc purfins
(4-2-15 max-)- 6.
Rigid oeil g dirty appNed or 2-2-0bracing-
1 Roar at midpt -i 6-11, 8-19-
FORCES
ib - mpre ,io 'Maxiium Tension
TOP CHORD 1-2=-49291971, - _-413-4=-3995/764, -1 704137Z 5-6,-136&37Z 6-7--1456/426.. 7-8=- 1Imo, - -1 , -1-
B T H RD 1-1 41f43o6, 13-14--'M43W,1 -1 = 63y3665: 11-1 ,--l`f `1345, 10-11=-131/1066
2-14=01184, 2-13=-667)291, 4-13,-431P=2, 4-1 �-.7 61 * 6-1 --84/447, 6-12=-22W99, G-Ilm-322/2057 7-11--3181168.v 8-11-46M1, 8-1 1
529246
iNKYFES
1) UrkOWMd rout We kkads have been Considered for #fes design_
.1 VAA: ASCE 7 gftph4m to ft; TC DL _ f; BCDE f.W; Category IT; Exp 3 wed; QRS gable erid zone, ca rTWever left and rigtt
verfical left and rigM e 7 Lumber DOL=1.33 plate D L=1 -33,
PrOvide ad to d rai roge to preveM water ponding -
4)
o din -
) This Wuss has been designed for a 10-0 psf bottom chard live load nonconc irrent h any other Five loads,
This Mm. airy inspectionItsinspectionper tte Tooth Count t fieri tbi trams is chosen for qualityassurance i�an_
.Defer tor() for truss to Mss oanne ons-
Provide mechanicA connection (by ethers) of truss to bea�ng pit of withstandir 264 lb upfrft at j6nt I and 249 lb upfift at joint, 10.
This truce is desig red in accordance with the 2003 Interna oral ResxiJenbal Cade sections R502-1 1.1 and R802.102 aM -rderenced standard ANSV M-1 1
Design assumes (flat ori n bon) purlins at oc sp2dng i cat 1, fastened to truss T / -1 Od nails-
LOAD
ails_
L AD CASE(S) Standard
Jab
T Truss Type _
IE !HP
Jab Reference
T s , tl , , Mark Mangum — - �_.4_ _ .. —
6.300 sJ ul-11 006'W In 1 #D:1 a 53 2OW f9ge I
19-0-0
25-10-12
2--0
- 12 5-0-0- -
e 1747.1
�—
kCTKM (lb/size) 1-1 man , a-_1468.1Meclianical
AAax Harz 1=296(1d ase
Uplift 1= 25(lad case 5), 2320oad case 8)
e 't
4 _
25-10-12 29-" 5- 6-10-12 -1
DEFL in oc) Vdefl Lld PLAN GFIP
VertL -�0-14 1-13 >999 3W a MT20197/144
e
-0-27
1-13
14-0-0
Hort
0.08
T1
Wind( LL)
0.10
-10-1
Pate Offsefs 11.10-1-3.Edtld
LONG I
SPAS2-0-0
T LL 35.7
Kates l ncrre e
1-15
TG 0.77
T[ L &D
Lumber Inorease
1-1
B 0.84
ELL 0,0
Rep Stress Ivor
YES
VVB (1.99
BCDL 8.0
Code I II 20o ,TP 1072
(fix):
LUMBER
TOP CHORD 2 X 4 SPF No.
BOT CHORD 2 X 4 SFF No
WEBS 2 X 4 SPF Std -Except
4 2 X 4 SPF _
kCTKM (lb/size) 1-1 man , a-_1468.1Meclianical
AAax Harz 1=296(1d ase
Uplift 1= 25(lad case 5), 2320oad case 8)
e 't
4 _
25-10-12 29-" 5- 6-10-12 -1
DEFL in oc) Vdefl Lld PLAN GFIP
VertL -�0-14 1-13 >999 3W a MT20197/144
e
-0-27
1-13
>999
Hort
0.08
a
Wind( LL)
0.10
1-1
We M—_ 132 l
Stnxtural wood sheathing direr pied: or 6-9 ee PuMM a end verticals, and
- pins (4-5-1 ax,)- 4-5.
s
Rigid mThg direcoy applied or 8-11-11 oc bracin_
1 Row at rNdpt 4-10
FORCES (1b) - Maximum GornpressiloWMaximum Tension
TOP CHORD 1- =� 417, - = 1702/31 , 3-4--15391 1-1y 4-'1��r 7 -6--1 1 1, -'11 19, =-1
BOT CHORD 1-1 =- 1 , 1 -1, 1 , 11-1 = X1327, t o--11 2251132 ', 9-10=-1 11 7 8-9
WEBS 1 _2-12=-766289, -1 --` �T 4-1 WI , -1x_35/278, x-10-1 345, 6-9 75&1 1, `�- 1 1 7
AM
1) Urbalanced root l' e loads have been considered for this design.
Wand, ASCE 7-090mph; = ; T ESL _ :f, DL=4a Il; er I d} MVVFR _
�' I� � a �e ��; ���laver left and right end
vertical Leff and night exposed; Lumber DOL -1.33 pate grip DOL: --1-33.
3) Provide
OL=1- -
Provide adequate drainage to prevent water ponding-
4)
ondin _4) TlIs truss hm been designed for a 10, 0 t bottom chord live load non n wrrent With .any other live Imo_
This mss reqLaires
inspection. per #1e Tooth Count Ethod when his truss is chosen dor quality er inspecfion.
ji Refer togirder(s) #er tress to ccr�ee T
Frame mechanical connection (by others) of truss to bearing ate capable of wfthstandmg 259 b, uplift at joint 1 and 232 Ili uplift at Joint 8-
8) This truss is designed in acuordance Mth the 2003 Interriago-nal Residertal Gde secfions x.11.1 and 1802.10.2 and referenced standard A►NVTPI 1.
Design assumes 4x2 (flat orientation) pudins at 0c spac3 ng irdmted, fastened to truss TC W 1 Od nails.
LOAD A Standard
2154
Summit Truss, St Antony.
0.7-77
J1
IMI ' I ' F. !1111111;111111.
; �.J'L_ 11 i 1 1 VT. I III
Plale Offsells (XY). T2 --Q-1-1 ,Edgel
LOANNG (per
TCLL
35,0
TCDL
&0
BCLL
0.0
BGDL
8.0
Truss Type
MONO TRUSS
9-1-2
-1--
1- -
1--1-6-
CRY My j ROBINSON CONST-WCH R0604SM.A.
22
Job ReWenw (option2ol
6.300 s Jul 1142006 M7ek I
"qa�W. MbIIOU2911018:542007 Pagel
8 -o -o
3
11 Scale- U27=1'
I
SPACING
2-0-0
GS1
DEFL
in
Plates Increase
1-15
TC 0.69
Vert(LL)
-0-20
Lumber Increase
1.15
BC 0-57
Ve rt TL)
-0.45
Rep Stress Incr
YES
VVB 0-00
Horz(TL)
0-00
Code ! RC2003ITP)2002
(matrix)
Wind(LL)
0-00
LUMBER
TOP CHORD 2 X 4 DF 240OF 2 -OE
BOT CHORD 2 X 4 SPF No
WEBS 2 X 4 SPF Stud
REACTIONS (lb/size) 2=562/0-5-8,4=37110-5-8
Max Hort 2=203(load case 4)
Max UpM2=-- 15 (load cas c 5), 4=- 101 (k)ad case 5)
FORCES (1b) - Maximum Compressjob mu.m Tens-=
TOP CHORD 1-2=0/68, 2-3=- 1 46A Z7. 3-4=-310/138,
BT CHORD 2-4---39/60
13RAC3NG
TOP CHOFAD
ROT CHORD
(10c)
2-4
2-4
4
2
I/defl
>451
>205
n/a
-M**,*
Lid PLATES CIM P
360 %4 T20 1971144
180
rile,
240 Weight- 29 1b,
Structural wood sheathing directy applied or 6-0-0 oc puffins, except end verkals-
Rig id ceiling chrecdy applied or 10-0-0 cc bracing.
NOTES
1) Wind- ASCE 7-02; 90mptrh--M- TGD-L=4.8p!sf; BCDL--4.8psfI � Categmy 11; Exp C: emlcsed; MWFRS gablie end zone: canOl-over left and right eked end
r
veTtcal left 2nd right exposed; Lumber D0L=1 33 date grip D0L=1- -2) This truss has been designed for a 10-0 pst bottom chord live load nornDncurreTAwith arry other live loads.
3) This truss requires plate inspecUorl per the Tooth Count Method when this truss is chosenfor quaffty assLirame Umpection-
4) PrGA-de mechanical connecfion (by others) of truss to bearing plate capable of withstamfing 158 1b uplift at idnt 2 and 101 1b uplift at Joint 4,
5) This truss is designed in a=Fdance nth the 20031 r4ernatonal Resildental Code sec;fions R50Z 11.1 and ROM 102 and referenced ward ANSVFP 11,
,LOAD CASE(S) SMndard