HomeMy WebLinkAboutTRUSS SPECS - 06-00463 - 508 Woodbridge St - New SFR6
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508 Woodbridge St-TDU
W-�
0-";
P
F
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Job Truss
:1056
Summit Truss, t Anthony, 15, Wrk Mangum
I. 12
Type.... _
I PIS 5 1';T- f
FINK 1
6,300 s Jul 11 2DD6 M f ek Industries, Inc_ Th u S ep 07 1.5,29,52 2 006 a ge
18-2-7
.p,471, .�[ • 1-- - - - -� ,
LOADING (pso SPACING -0-O
TOLL 35-0 Plates IncTease 1,15
1 T DL 8.0 Lumber Increase 1.1
BOLL 0�0 Reip SSSS Iner YES
B DL 8.0 Code I 003ITP1 00
LUMBER
_....
TOP CHORD 2 X 4 SIF No.2
BOT CHORD 2 X 4 SPFNo-2
i WEBS 2 X 4 SPF Stud
REACTIONS (lb/size) 2=142810-5-8.r 6=1428/0-5-8
Max Hort — 3 (lo d case 3
r
TC 0,53
BG 0,48
B 0.26
(Matrix)
owl
i
Vert(LL)
(TL)
Horz `L
5 � s
eLw _
A.5 5 r /
,Y 4
4 +"
a
16-2-13
sm . �_ ��•��^.�_�T - 24-7"0
IU -1 V -
in (I0 0 f/detl
-0.112-10 >999
-0.26 -10 >999
0.06 6 n/a
BRACING
TOP H 1 D
ET CHORD
L/d
240
1 810
a
PLATES GRIP
720 197/144
Weight: 93 [b
tMCtura l woad sheathing directly applied or 3.9-5 0C purlins,
Rigid ceiling directly applied or 10,-0-0 oc bracing,
max U PAT =-31 (Ioa d case �. 6T-31 ( load case 6)
FORCES (Ib) - MaximuM OMpr ion/Maximum Tension
TOP H RD 1-2=0/89.2-3=-1895/270, , :
SOT CHORD 2-1 0=-245/1504. —1 0=-65/1,028, 8-9=-65/102,9, 6-8 =— 120/15
I. WEBS 10=:-453/235, -10=-139/605, 4-6a-139/605: 5-8=-453/236
I
NOTES
1) Unbalanced roof live loads have been considered for this design.
Y
vertical Ieft and right � _ � jCategory�� ; p t enclosed; �Rgable end zona, .r�ti�'evr- leftandp hi ��( od � end
1.33 plate grip 01-=133.
This truss has been designed for a 1+ .io p-sf bottom chord live load rionconcurrent with anyother
i oth
f Irr loads. This �`� requires �Ia� �no�i�� per t� �t� ���t �t��� when this i �s�rfor quality assurance
inspection.
5Provide mechanical connection (h others) of truss to aearng plate Of 31Ib upliftat joint and 31Ib
u pIat joint .) This tris i designed in accordance with the 2003 Int rati nal
lie si d n al Code sections %502.' 1.1 and R802-10-2 and referenoed standard
LUAU SE( ) Standard
2!•
34 —=
26-7
--0
".4 7
I
1
}
�J
d
r'
d
r
TC 0,53
BG 0,48
B 0.26
(Matrix)
owl
i
Vert(LL)
(TL)
Horz `L
5 � s
eLw _
A.5 5 r /
,Y 4
4 +"
a
16-2-13
sm . �_ ��•��^.�_�T - 24-7"0
IU -1 V -
in (I0 0 f/detl
-0.112-10 >999
-0.26 -10 >999
0.06 6 n/a
BRACING
TOP H 1 D
ET CHORD
L/d
240
1 810
a
PLATES GRIP
720 197/144
Weight: 93 [b
tMCtura l woad sheathing directly applied or 3.9-5 0C purlins,
Rigid ceiling directly applied or 10,-0-0 oc bracing,
max U PAT =-31 (Ioa d case �. 6T-31 ( load case 6)
FORCES (Ib) - MaximuM OMpr ion/Maximum Tension
TOP H RD 1-2=0/89.2-3=-1895/270, , :
SOT CHORD 2-1 0=-245/1504. —1 0=-65/1,028, 8-9=-65/102,9, 6-8 =— 120/15
I. WEBS 10=:-453/235, -10=-139/605, 4-6a-139/605: 5-8=-453/236
I
NOTES
1) Unbalanced roof live loads have been considered for this design.
Y
vertical Ieft and right � _ � jCategory�� ; p t enclosed; �Rgable end zona, .r�ti�'evr- leftandp hi ��( od � end
1.33 plate grip 01-=133.
This truss has been designed for a 1+ .io p-sf bottom chord live load rionconcurrent with anyother
i oth
f Irr loads. This �`� requires �Ia� �no�i�� per t� �t� ���t �t��� when this i �s�rfor quality assurance
inspection.
5Provide mechanical connection (h others) of truss to aearng plate Of 31Ib upliftat joint and 31Ib
u pIat joint .) This tris i designed in accordance with the 2003 Int rati nal
lie si d n al Code sections %502.' 1.1 and R802-10-2 and referenoed standard
LUAU SE( ) Standard
2!•
34 —=
26-7
--0
".4 7
I
1
Job
Truss
ype
AG
I
SLE
L MM it Truss, S t A n thou , JD, Mark M ang u m
3
Ile
r
F � r
Ply
1
Job, Reference (gpti navel). .
24-7-0
-R 12-3-8
a
e
24-7-0
Plate offsets
.. =[2:0-2-3,0-
1-81J1400-2-310-1
--- E . _�_ __ . �_-- -_
-0
SCOk
' 13
~4
mow _
IS
G
LOADING pso It'llG 2-0-0° DEFT ireIcwde
T LL 35.E ) PLATE IP
Plates Increase � . � T �� I ertl�LL) -.0 15 r 1180 '
T D L Lurrrber I n e a we 1� 1MT 0 19711
A LL U Re Stress In � ert�TL =C�. 3 1
0!.1 H Drz(TL) 0.01 1 4
d I VU 1Ti� l zuuz (Matrix)
LUMBER
TSP CHORD 2 X 4 SPF No,BRACING
TFC CHORC
BOT CHORD 2 X 4 SPF No -2T CHORID
OTHERS 2 X 4 SPF Stud
ou
a
'weight: 114 lb
Structural wood sheathing directly applied or 0-0 ceuriin ,
Rigid ceiling directly applied or 10-0-0 oo bracing-
9
l
I
I
I
REACTIONS (lb/size)
i 203/24-7 , 4-206 i-0, 5-`197/24-7- , 6j=230 L4-7-0, ! =117/�G =0, = - 19= 06/�C 7�
17=230124-7-0/2, 16=1 174-7-� w 0,18=197/`24-7-0,
Max H orz 2=432(load case
MaxU p1r=-1 16(Ioad ca se 5), 14=-1 (load case ), .-.-(Ioad ca se 5), --7(Ioadi case 5),. 25 --6Io adCa se _
1 (load case ), 13--6 (load case ), 17--100(load case 6), 16=-1 ioa , --1 loa a 27 =-2 1 , -- # d ,
_Max ), 10(load case 1), 23=210(Ioad case 7)y 4= (lo d case 1), 5-1 7(load ,e 7 -
0- 10(load case), 19-206(lead case 1), 18=197('cad se 8), 17= D(l�oad case 1�, 16=1 1load se 84J1 �, �lo�� a 1�, ��� 1��I�ad a 7)F
I
A
FORCES (lb) - Maximum (;ompressi()rVMaximurn Tension
T P H RD 1-2=0/87, - =- 1871153, 3-4=-1 49/140, 4-5=-1 11 /1 7., 5-6=-73/148, 6-7=-66/182,.7-8=-68120
11-7-, /48, 12-1 3 64/50, 13-14 -97/63, 14-15=01,37t8-9=-68/197. 1 0=-68/146, 10-11 =- � �,
SOTCHORD 2-27=-29/175. 26-27=49/1 , 25-26=-29/175, 24-25=-291175, 23-24=,29/175, 22-23=-29/175.
18-19=-291175, 17 1 `-29/175. 16-17=-.291175, 14-16 =-. 9117 21-22=.291175, 1=- 1 -- 1 r
P
WEB 8-21=-148/0, 7-23=-1-79/86, 6-24=-173/96,5-2,5=-170/89, 4-26=-182j10,3, 3-27=-138/59, 9-20=-179182. 10-19
12-17 =- 1 8 103. 131 -�1 58173/98, 1 1-18=-1701891
MOTES
1 Unbalanced roof live loads have been considered for this design.
Wird, is 7-9$, 90m h, h- ' ft, T D L= .8p. f, B D L=4. ps f, Category 11, Exp ` , enclosed, MVVFRS gable end zo
vertical leftand dght used, Lumber 00L= 1 .33 .plate grip L=1. 3. rye, �# l er left andash# expogeld ,end
1'
Truss designed fbrv4nd loads in the plane of the mss only. For studs exposed to VVInd (no � (normal to the face l
4) This truss has been designed for a 10.0 psf bottom chord live load non ricry rront th any other lilve loads. i � �Te k -Standard r��a�rd Bbl a End ��#�t
5) AP plates are 2x4 MT20 sunless otherwise indicated.
This 'fuss requires plate inspection per the Tooth Court Method when this tru.ss is chosen for quality assurance iris ec .
7) Gable requires nfinuou. botto chord aring, too
8) Gable studs spaced at Leo oe .
9) Provide mechanical connection (by others) of mss to baring plate ua.pab le of +with to n d in g 11 lb uplift at ' of n t 1 I ,
. p � r uplift at joint 14. 6 ;b uplift at joint .,
7 lb uplift at joint -4, 6 Ib uplift t joint 5t 100 lb uplift at joint 26, 21 Ib uplift at jointr 6 lb uplift at pint � 0 Ib
lb uplift at joint 17 and 19 ib uplift at joint 1 � � upieft at�0in# 1 lbw Cpl at joint 18, 100
10) This truss is designed in accordance tht the 2003 ImematinnalResidential Code sectro.ns R502.1 1
.1 and R802.10.2 and referenced standard ANSijTpt 1,
LOAD CASE(S) Standard
4
Job
.1056 B
rig T� s,- t athon , lb, Ill ark Mangum
Type ----- -- - — -
:'COMMON
I
5-11-12
5-11-1
'I ply
Job Referen a tiona f)
15, ijul 112006 MiTek Indu tr`ies;.. Inc. Thu Sep
� 07 15:20,.
f�
7-00 12 s
2
3
5
d6
is
fl
LUMBER
TOP CHORD 2 X 4 SIF No.2 BRACING
BOT CHORD 2 X 4 SIF No.2 TOPCHORD
WEBS 2 X 4 SPF Stud BOT H RD
RF -ACTIONS (Ib/size) =785/ -5_8. =7 0--- -8
Max How=-110fod case
Max pl ==- 1 (load case 5), =- 1 7(lcad case
FORCES (Ib). - Maximum CompressionlMaximum Tension
TOP CHORD 1-2=0 9' 2-3=-709/89, =-709/$9, - =-70° 188. 4-5=0/89
BOT CHORD 2-6=41496, 4-6--4/496
WEBS -=0/233
N T
� —
* 1: Fa
5-11-12
LOADING
(
SPACING -0-0
CS1
TLL
fi DL
.0�E�L
PlatIncrease 1,1T
T 0.
pert LL �
in (10C)
-�. -
BOLL
.0
O} D
d Lumber l as 1.15
hep Stress Ivor YES
d
� �.
Q
D
8.0
R
E3 0.09
.Hort (TL)
0.01 4,.
LUMBER
TOP CHORD 2 X 4 SIF No.2 BRACING
BOT CHORD 2 X 4 SIF No.2 TOPCHORD
WEBS 2 X 4 SPF Stud BOT H RD
RF -ACTIONS (Ib/size) =785/ -5_8. =7 0--- -8
Max How=-110fod case
Max pl ==- 1 (load case 5), =- 1 7(lcad case
FORCES (Ib). - Maximum CompressionlMaximum Tension
TOP CHORD 1-2=0 9' 2-3=-709/89, =-709/$9, - =-70° 188. 4-5=0/89
BOT CHORD 2-6=41496, 4-6--4/496
WEBS -=0/233
N T
� —
* 1: Fa
-11-1
n�y
Vdefl L/d PLATES GRIP
>999 240
TO 197/144
gg0 180
I 1 /a n, /rte
Weight Ib
Structural wood sheathing d i rely applied or -0-0 oo pu rfi res .
Rigid ceiling directly applied or I 0-G-0 oo bracing,
NOTES
1) Unbalanced roof lige loads have I>een considered for this design
Wind; ASCE 7-98; 90MPhT h= ff; T DL .Bpsf; B DL= . p : Category 11; Exp ; enclosed; M F ab
ve Kcal left and n ht expod; Lber DOL=1,33 plate grip umL=1. 9 end zone; cantilever land right exposed ; end
Th is truss h as been de -sig reed for a 10.0 psf bOttom chord li ire I cad nonconcu rrent wi th a n y other Five load s.
This truss requires plate inspe trona per the Tooth Court Method when this toss is chosen for quality est
Provide rye ani I connection (h ate e � �f � t� hea rir� �I�t� e�p� bi a �t withstanding I ura r�� � r� pe�t�0 � .
) Th itoss i dei n ed in acrd an ce with tai a �}0 I nte�a tic nab laid anti al ods flo n � �, ply f� �� joint and � �' I� �� I� � at joint ,
IO� 11. 1 and R802.10.2 and referenced standard ANVTPP I F
LOAD CASE(S) Standard
R�
4
s
h
o
-11-1
n�y
Vdefl L/d PLATES GRIP
>999 240
TO 197/144
gg0 180
I 1 /a n, /rte
Weight Ib
Structural wood sheathing d i rely applied or -0-0 oo pu rfi res .
Rigid ceiling directly applied or I 0-G-0 oo bracing,
NOTES
1) Unbalanced roof lige loads have I>een considered for this design
Wind; ASCE 7-98; 90MPhT h= ff; T DL .Bpsf; B DL= . p : Category 11; Exp ; enclosed; M F ab
ve Kcal left and n ht expod; Lber DOL=1,33 plate grip umL=1. 9 end zone; cantilever land right exposed ; end
Th is truss h as been de -sig reed for a 10.0 psf bOttom chord li ire I cad nonconcu rrent wi th a n y other Five load s.
This truss requires plate inspe trona per the Tooth Court Method when this toss is chosen for quality est
Provide rye ani I connection (h ate e � �f � t� hea rir� �I�t� e�p� bi a �t withstanding I ura r�� � r� pe�t�0 � .
) Th itoss i dei n ed in acrd an ce with tai a �}0 I nte�a tic nab laid anti al ods flo n � �, ply f� �� joint and � �' I� �� I� � at joint ,
IO� 11. 1 and R802.10.2 and referenced standard ANVTPP I F
LOAD CASE(S) Standard
_ .. _—_..— E.—.—. — _--
Job
Truss
Type
I'
BG GABBLE
SUMnIR True 8 t A 6 n -i, 1D. ark 66-fum
-2.0-0
0
`-5-11-12
In
.r�
2X4 1 f.
ISI
o
Job ReferenqRLoptie aal
12006 MiTek Industries, Inc.
e _2
4
z
LOADING (pA SPACING
TCLL 35.0Plates Increase 1A
T DL 8.0 Lumber Increase 1.15
BOLL 0.0 Rep Stress Jnrr YES
DL 8.0 Code l
O/TP100
LUMBER
TOP CHORD 2 X 4 SPF N0.
BOT CHORD 2 X 4 SPF No.2
OTHERS 2 X 4 SPF Stud
34
o
z 1"5,9
W
.�.
FL in 1
TC 0,4Vdefi Ud FOLATE, lF
BC �''e�t�L� -�.� r1r 180 I T
0.1 Vert(TL) -0,06 r I 11
B 0,07 rz TL) 0,00 e n1a
(Matrix)
_ . Weight, lb
BRACING
TOP CHORDtFuCturel wood sheathing directly applied Or 6-0-0 0C purlins-
BOTCHORD rigid ceiling directly appMfiad ar 10-" oc bracing.
REACTIONS TI (1b/size) 2=411111-11_8., 6=411111-11-8, 0=11 /11-11-8, 10=319/11-11-81 -11
MaxHort --11 (Iced ease ) f =/1 � -�
MaxUpli =-163 (load case ), =-1 5(load ease ), 10=-71(load Case 5), =-70(1oad Case
Mex Gravy 411 lead case 1), 6-411(load case 1 X11 600ad case 1 , 10= Icad case 7
FORCES (I`b) - Maximum OMPreSsion]Ma imum Tension
T P H OJT D 1-, = 0/07, - =-106 ,x. 3-4=-71 x'113, - =-71 / 104. =106 ,.- =0/87
BOTCH -ORD
WEBS 4-9=-91/0, 3-10=-278/130.1 "=-278/129
NOTE
1Unbalanced roof live loads have beery considered for this dein.
Wind: ASCE 7-' Ooh; h=ft; TL.psfi BCDL.Bpsf; Category Ila F F �nel� .
vee l left and right exposed; Lumber'L) L=1.33 Plate grip DOL=1.33, i� ed; � gable end,zone: eantile�er left end ��I�t exposed ;end
�) Trus designed for wind lead in the plane of the true only. For ted e
xPosed to ridrrre I fa, gee I i Tei "eta ne a ble End I
4Tip truss �� been designed for a 10. 0 pf b€�t#a� e�ard 1i+�e Iad nenrtcurrarrt with any other live loads.
This truss requires plate inspection per the Tooth Count Method when this truss i chosen for
Gable requires continuous bottom chard bea.dn �ue1� assurance
w
ab le studs s paced a t -0-0 oc.
. ) Provide mechanical connection (by others) of truss to bearing pate capable of' �rifan
r�
and 70 Ib uPflft at joint 8. di163 Ib uplift at joint 2, 18 i� �� ��� .t joint 6, 71 1b uplift at joint 10
This truss Is designed -in accordance with the 2003 Intemation e ider�ti l ode�ecfi�]
��� �2. 11, '� an d R802.10.2 and refer r� a standard SJ/TP 1 1 r
LOADAE�� Standard
9. 4
W
.�.
FL in 1
TC 0,4Vdefi Ud FOLATE, lF
BC �''e�t�L� -�.� r1r 180 I T
0.1 Vert(TL) -0,06 r I 11
B 0,07 rz TL) 0,00 e n1a
(Matrix)
_ . Weight, lb
BRACING
TOP CHORDtFuCturel wood sheathing directly applied Or 6-0-0 0C purlins-
BOTCHORD rigid ceiling directly appMfiad ar 10-" oc bracing.
REACTIONS TI (1b/size) 2=411111-11_8., 6=411111-11-8, 0=11 /11-11-8, 10=319/11-11-81 -11
MaxHort --11 (Iced ease ) f =/1 � -�
MaxUpli =-163 (load case ), =-1 5(load ease ), 10=-71(load Case 5), =-70(1oad Case
Mex Gravy 411 lead case 1), 6-411(load case 1 X11 600ad case 1 , 10= Icad case 7
FORCES (I`b) - Maximum OMPreSsion]Ma imum Tension
T P H OJT D 1-, = 0/07, - =-106 ,x. 3-4=-71 x'113, - =-71 / 104. =106 ,.- =0/87
BOTCH -ORD
WEBS 4-9=-91/0, 3-10=-278/130.1 "=-278/129
NOTE
1Unbalanced roof live loads have beery considered for this dein.
Wind: ASCE 7-' Ooh; h=ft; TL.psfi BCDL.Bpsf; Category Ila F F �nel� .
vee l left and right exposed; Lumber'L) L=1.33 Plate grip DOL=1.33, i� ed; � gable end,zone: eantile�er left end ��I�t exposed ;end
�) Trus designed for wind lead in the plane of the true only. For ted e
xPosed to ridrrre I fa, gee I i Tei "eta ne a ble End I
4Tip truss �� been designed for a 10. 0 pf b€�t#a� e�ard 1i+�e Iad nenrtcurrarrt with any other live loads.
This truss requires plate inspection per the Tooth Count Method when this truss i chosen for
Gable requires continuous bottom chard bea.dn �ue1� assurance
w
ab le studs s paced a t -0-0 oc.
. ) Provide mechanical connection (by others) of truss to bearing pate capable of' �rifan
r�
and 70 Ib uPflft at joint 8. di163 Ib uplift at joint 2, 18 i� �� ��� .t joint 6, 71 1b uplift at joint 10
This truss Is designed -in accordance with the 2003 Intemation e ider�ti l ode�ecfi�]
��� �2. 11, '� an d R802.10.2 and refer r� a standard SJ/TP 1 1 r
LOADAE�� Standard
0
job
1056 1 Cl
UMMit TrU S, St Anthony, ID, MarkMang' U
---1
2-9-15
—�
7
NIONO TRUSS
12i
6.300 s
Jul 11200-6 Mi7ek I ndusbii s, Inc.2006.. Page 1
4. 1_
�r
5-8-10
Plate Offsets V wrLl —1 -1 =e4 I
LOADING psD • SPACING -0-,p
w [
TOLL 35.E Plates ate Increase DEFL IS(10c) Vdefi L/dPLATES RIP
T DLLumber Increase 1.1 �er Vert(LL) -
BC 0.04 2-8 >999 240 MT20 197/144 0,63
BOLL 0. '+ ert(TL) -0.07 7- 9 180
Rep Stress r� r I B 0.60
e
B. ML 8.0 � Code 1F 0031T 120 1 Horz(TL) 0.02 7 n1a rrla
klyidu JAI
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E .B- IN
BOT CHORD 2 X 4 PF No.2 TOP HOR0
VVEBS 2 X 4 SPF Stud -Except* BOT HD
4-7 2 X 4 SPI~ N.
REACTIONS alb/size) 2=828/0-5-8,7=1038/0-5-8
Max Horz 2= (load case )
Max U plil =- load case ), 7i- 17(l oa d case )
PONCES (Ib) # Maodmum Compression/Maxirnum Tension
TOP CHORD 1-2=0/92, 2-3=4008/39,3-4=264/98, 4-5=-18/0, 4-7=-536/27
BOT C H 0 R LA -8=-228/€ 84, 7-8=-228/8847 6-7-0/0
WEBS 3-8=0/236. 3-7=-8671230
Weight: 44 1b
IC - 125.2
Structural wood sheathing direcVy applied r 6-0-0 or, pu irrs , except end vertical,s,
Frig id c i ling d irectly a pplied a r t 0-0 0c bra ui n,
NOTES
vertical
rrld: E �'-w p � �- f .I� • �-� TSL= sf SCDL- sf; eta o!I; E - enclosed, r�Fl �
erti l lett and right exposed, Lumber L L=1,33 plate grip E)OL-1. � lore end �� r�Llle�er l�f� ��� right ��sad F end
This truss is not designed to support a ceiling and is not intended for use where aesthetics are a
consideration.
This truss has been design ad f6r a 10.0 p sf bOttO M chord 1i ire load n o n concur -ren t with any otha r+ live
This truss requires plata inspection per the Tooth Count Method when this truss is chosen for quality
5) Provide mechanical on naon (by others) of t� tobear'i ng platacapable of sty n di r� .� assurance Ing acxi orI .
) This s is d�es in�d �n � ��an wttF� e .0International Residential oda ec:t o�ns R502.1 �� uplift �# joint end 1 � 1 � uplift � t joint � .
7) Jn the LOAD CASE(S) section, loads applied to the face of the truss are noted a front (F) 'l � � end 802.10 - and referenced t�rld�r�l f�1 BI�P'1 �I .
� �r k���k (B),
LOAD CASE(S) Standard
1) Reguiar: Lumber I n-cre ase=1,1,x, Plate Increase 1.1
Uniform Loads pI
Vert: 1-2=-86
Trapezoidal Loads (pl
Vert; 2 =- (F=g, B=8) -to- =A (F -T 15. 3=-1 )* 2 =-5(F =4 1, 8=41)-tc-4=- 7(F=-7678=46),4- _ 17 3 _
Truss
Ply
1 056 ClA
nta- on y, ID, mark rk an um
i
LY
I
-- -2-0-0 1
�.5-11-12
-11-1
i
E -J
-
rr
h4
�ws
I
I,
Jab Reference (cpho_n21.
.300 s ul 112006 M!Tek Indtre, Inc, Thu Sep 07 15;29:54 2006 Page I
3
�s
�a
r-
yrs
LOIN (psq
-
SPACING2-o=
� e
TOLL
35,0
Plates Increase
1.1
� T O
T DL
Lumber fir= I nase
1.1
� B 30
BOLL
0-0 1
Rep Stress lacy
YES
.
0.
B DL
8.c)
Code IRC20031TP12002WB
I
LUMBER
TOP CHORD 2 X 4 SPP No.
SOT CHORD 2 X 4 SPF o_
REACLTIONS(lb/size) 3=196/Mechanical, 2=521/0-5-8, 4=44/Mechanical
Max Pica, 2=20(1cad case )
M ax U pi ift =- 10 1 ( load a 5), =- 16 1 (load ca se 5 )
Maxv= 1 96(Icad case 1), 2=521(load case 1), 4=(feed case )
FORCES (Ib) - Ma irnmm CompressiorWaximurn Tension
TOP CHORD 1-2=0/89, 2---��-146178
BOT CHORD 2-4=0'0
DEFL
Vert( LL)
Vert(TL)
W orz(TL)
4
i n (Joe) 1/de Lid PLATES GRIP
-0.06 2-4 >999240 M T 0 1971144
-0.00 3 rVa n/a
BRACING
TOP CHORE)
E30TCHORD
Weight: 18 Ib
Structuralwood sheathing directly applied OrS-11-12 cc purlins.
Rr Id ili- g direcUrapplled o 1 --0 0c bracing.
NOTES
1) nd,' ASC E -9 f 0m p h; hff=2 ff.; T D L= 4. psf; B D L= . 8p f Category 11 Exp ; e� elc� �I • MWFRS .
vertical and right exposed', [L— . plate np D CL= 1.33,I end zone: cantilever left and right exposedand
This ss has been designed fv r a 10.0 psf ettom chord live lead a ncon rrent. with any other live ve
) This truss urr tat rr� c�� � loads,
� p p 'r e Tc�� cu�f Ietll�d en th Fs trus s i s chosen for qua ll aurer�ce inspec t`re�,
4) Refer to girder(s) fo r' truss to toss nn ectl o S' �
5 Provide mocha nica I con nert e n (by others of tr u s s to bean n g plate ca pab Ie of with sta n di ng 101 1 b uplrft at joint) fihr truss is designr� ��rdan � e 003 Intema#enal Residential a sections�R�_1 and 1�1 Ib �uplif� at jc�i�t 2,
.1 end �� 1 0.and referenced standard ANSIITPI1.
LOAD CASE(S) Standard
I:19.1
i
Job
f
JACK
Truss , ajon' Io, farm Manges
Type
_ -'fit - ply
Job Reference
. s U11 . o M iTe Ind u tries, Inc- Thu 07 P,ge l
3-11-12
t t;i.C.�
7.W112
�.F
2
- ter• �� i
-11-12
LOADING pI1
..,
TOLL 35.1 I U i -L in (Ioc) Ildefl L/d ease 1.1
TC 0,53 a LL PLATES
T 'DL .0 Lumber Increase 1.1.5 � Vert(LL) -01 -4 >9 9 40 � I T 0
F 1 ' rt(TL) -0.0 A 99 180
LL 0.0 Rep Stress I n cr YES WS
� �i�atri�c0� r0 o
H r TL -B DL .0 �� I���'Fl n/a a
LUMBER_. .
T PHORS) 2 X 4 SPF No -2 No-2BRACING
BOT CHORD 2 X 4 SPF Stud TOP CHORD
BOT CHORD
4
RFACTIONS,(lb/size) =87/ 'Ie hani j' 2=442/0-5-8,4_28/Mechanical
Max H orz 2=1 1 (load case )
Max U pffl = -- 8 (lo ct case ) T =-1: 0( toad case
Max rav = 7 (load case 1), =442(Ioad Case 1), = (load case
FORCES lb) MaAMUM CompressionlWlaximurn Tension
TOP CHORD 1-=0189, -=-1160
BOT CHORD -=0/0
Weioht' 13 I%
GRIP
197/144
Structural wood sheathing, directly applied or 3-11-12 oc puri.r.
Rigid Ceiling d[rectly applied or 10-0-0 or, bracing-
NOTES
rad. -
NOTE
1) Wind- ASCE 7-98; 90mp h. hz-- ft; T DL -4,8p f,- DL .8pst, Category II, Exp ; enclosed; MWFRS gable end zo
vertical left and right exposed; Lumber D L=1.30 late grip D L=1. rhe, f�t�ievr !eft and Nht expod , end
Tri I truss has been designed to r a 10.0 p f bottom ch Ord I ive loa d o onco n Cu rre rpt with a requires k other l��e I oad �.� T�� tau fat i�r • on per Tooth Count Method
when i trj i chosen for quality assurance i res a do n.
I efer to gird er(s for truss tri s con rye # o n s, R
Provide merhanical oonnecto (by others) of truss to b
earing plate capable f t
) Thi i � d epi bra ed in ��t��n Frith the � I n�errtat�o � �.� l � i ,� t�#a r� di ng.lb uplift t joint and 170 lb Cpl at joint ,
der�tel Code sections,R502.1 1.1 and R802.10.2 and referenced 'tandard']
I7Pi 1,
LOAD CASE(S) Standard
Job
'Truss
Type
'1056 Icic
JACK
SumMft Truss,
Mark Mangum
-0-
airPly
4
8
®_ Joh Reference o onal)6,3M s Jul 11 -
1-11-2
-
-.3
1-11-12
A
sede =1: t-0, 2:
■
LOADING (psfl
SPACING
-0-0
TOLL
35.0
Plates Increase
1.1
TUL
I
�
Lumber Ines e
1,15
BOLL
0.0
Rep Stress Incr
YES
B DL
8.0
Gode IRC20,03fTPf2OO2
LUMBER
TOP CHORD 2 X 4 SPF No,2
BOT CHORD 2 X 4 ,BIT Stud
7,00.12
,.._
i
%4 _-
RF -ACTIONS (lb/size) = 8 t / 5- , 4 15JMechani .l, 3=-21 /Mechanical
Max H=21 17(loa d case )
MaX UPIi =-188 (load ase 5), !-- 1(load case I
Max Grav2=381(load case 1), 4= �loacf case , = (load case 5
FORCES (1b) -- Maximum Compression/Maximum Tension
TOP CHORD 1-2-40188. 2-3=-97117
BOT CHORD 2,A=010
BRACING
PLATES GRIP
TO 197/144
Weight'. 3 lb
T P CHORD Structural wood sheathing d irecty applied or I - 11 - 12 oc purlins.
E30T CHORD Rigid ceiling directly applied c I0-0,-0 0c bracing.
TE
1 )Wind: ASCE 7,8, OMph; h=25, TDLpl3[]L-4.8psf, Category Ila Exp i er��a�ed
ve rti I left and right exposed P Lumber D L A'1. plate d p D L =1 23.
; MWFRS
�agable end zone; re l ear r lei and f� h# exposed , end
This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent vAth any other Byre
This mss requires ,plate inspection per the Tooth Count Method when this � loads.
4) Refer to girder(s) for truss to truss connections-
5)
onn ctions_ � � chosen r� ��r � ���i assurance n inspection.
Provide mechanical connection (by others) of true to bearing plate capable of withstanding 1 1b U lift at joint
) This truss is designed in e=rder�ce �+i a 00 International Residential Codesections 0.1 1 � and nt end � �� uplift at joint 3.
F �02 . 1 0. and referenced standard ANS—um 1.
LOAD CASE(S) Standard
and
1-11-12
-11-12
1
0,46in
I DEFLTC
{Ioc)
-
11defi Ud
Vert(LL)
-0,00 2
>999 240
BC 0.06
Vert(TL)
-0,00 -4
>999 180
WB 0.00
! Horz(TL)
-0.00 3
n/a
(e tri)
RF -ACTIONS (lb/size) = 8 t / 5- , 4 15JMechani .l, 3=-21 /Mechanical
Max H=21 17(loa d case )
MaX UPIi =-188 (load ase 5), !-- 1(load case I
Max Grav2=381(load case 1), 4= �loacf case , = (load case 5
FORCES (1b) -- Maximum Compression/Maximum Tension
TOP CHORD 1-2-40188. 2-3=-97117
BOT CHORD 2,A=010
BRACING
PLATES GRIP
TO 197/144
Weight'. 3 lb
T P CHORD Structural wood sheathing d irecty applied or I - 11 - 12 oc purlins.
E30T CHORD Rigid ceiling directly applied c I0-0,-0 0c bracing.
TE
1 )Wind: ASCE 7,8, OMph; h=25, TDLpl3[]L-4.8psf, Category Ila Exp i er��a�ed
ve rti I left and right exposed P Lumber D L A'1. plate d p D L =1 23.
; MWFRS
�agable end zone; re l ear r lei and f� h# exposed , end
This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent vAth any other Byre
This mss requires ,plate inspection per the Tooth Count Method when this � loads.
4) Refer to girder(s) for truss to truss connections-
5)
onn ctions_ � � chosen r� ��r � ���i assurance n inspection.
Provide mechanical connection (by others) of true to bearing plate capable of withstanding 1 1b U lift at joint
) This truss is designed in e=rder�ce �+i a 00 International Residential Codesections 0.1 1 � and nt end � �� uplift at joint 3.
F �02 . 1 0. and referenced standard ANS—um 1.
LOAD CASE(S) Standard
and
Job
! 'truss ---
ype
Ply ' I T -R E Q
4
uMni# Truss, St Anthony, I D. Maik Mangum Job Reference (opbon 1)�.
6.300 s Jul 11 2CO6 MiTekIndu
stries, Inc _ Thu p 0715.29.E Fags 1
17-5-723-7-0
0
2-0-0
4
R L
arY 'k 4.
0 42X4,•e
r
I o tA5 e4 —
v e • e
r r s'
z
II F
•• _ .a�., . ___ i ,--� .tee
= 10 9
I 3M U4 _ +7
3X4 3AT
I '
--
15-6-13
_-
!
LOADING (psi
TALL SPACING
-D-0 1 I REEL in � I0c) I/defi l,. d P
Plates Increase 1.15 T Vert - -1 PI.�.li�ir"E P
T�+L 8.0 Lumber Increase 1.1
F
IT20 'f X11
BC 0.45 Vert(TL) -0,22 2-10 >9 99 180
BOLL 0.0 Rep Stress Iner YES B .
25 Horz(TL) 0.0 n1a n/a
L Y Code IR{C 00 fTPI 00 (Matrix)
Weight: 90 Ib
LUMBERBRACING
�.
ESOT CHORD 2 X 4 SPF No.2 TOPCHORD Structural wood sheathing directly applied or -11-7 oc purlins,
VVEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied car 10-0-0 0 C bra eln g -
REACTIONS (Ibl ize) =1377/0-5-8, 6=1:377/0-5-8
Max Horz2=22300ad Case 4)
Max Uplift =-307(I oa d case �, 6=307load case )
FORCES (lb) - Maidmum CompressionlMaximum Tension
TOP H LL 1 —iry•�eei a- / ' —3=— 1 0 iry255, —a 1 51..f 1 P Yi' 1 3 4-5=— 1 61 / 1 ' 5-6=— 1 Y P 55 r 6— 0/
89
BOT H O R D 10-i Q} 1432, -10 -- 1 1, -9-,61 /9 819 -8=a 112/1432
WEBS 3-10--430/2. 3, 4-10 -130/574 r 4- --130/5 74, 5- =-43012 23
NOTES
1) Unbalanced roof live loads have been considered for this design,
Wind: ASCE 7-98; Mph; h=. , * T DL=4. p f; 13CDL=4.6p f., Category If; Exp C, enclosed; MWF'RS gable end zone-, can ' '
vertical left and rigid a po de Lumbar COOL=1, 3 plate grip DOL -1.33,
lila era ft and right exposed F end
This truss has been designed for a 10.0 p f bottom Chard live load nonconcurrent With any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection-
Provide mechanical connection others of truss to bearing plate capable of v4thstanding 307 Ib uplift at joint 2 and 307 lb
6) This tush is designed in accordance tl� the 2003 Internabonal Residential Cade sections R502.1 1.1 and R802.1 0. uplift �# ��.
a and referenced setata r1€�ard ANSI/TPI I
LOAD CASE(S) Standard
Job
Truss
Type
1056 D1COMMON
Summit Truss, t , thorl r ID, Mark Mangu
lIT�
a
2• Job Referencp_Cpptrna _
_ —Si &F °I l' mIndus es, Inc, Thu Sep 01 r - � Pa1
19-2-2
'
_-
-- ..
5
4
2
r X11, .
+7.001 i� I
`.•
r . �' *,a .• •...� G ''.� i �r �' ..sem
�n
i � k i I � ? ! 7 t •' � ill
7
lee X
12
a--
34
�;
1000:°
LUMBER _—..
TOP CHORD 2 X 4 S PF 165OF 1
SOT CHORD 2 X 6 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud *Except*
VVEDGE 3-11 2 X 8 DF 195OF 1,711, 4-10 2 X 4 SPF No.2, 5-9 2 X 8 IDP 1950P 1,7E
Left, 2 X 8 DF 19 OAF 1 �7 E, Flight, 2 X 8 DF fi 0 OF 1.7E
REACTIONS (ib/size) 1=793810-5-8,7=5999/0-5-8
Max Hort 1 — 1 (load case 3)
M'a X Uplift 1=-17 7(load case )r 7=-1 80(load case )
15-6-4
19-2-2
1 3-7-14
D E FL. i n (1o) I/defy L/d PLATES
Vert(LL) -0.23 -10 >999 240 MT20
Vert(TL) -0.39 9-10 >714 180 s
Horz(" L) 0.11 7 n�a n/a
BRACING
TOP CHORD
BOT CHORD
/eight: 277 ib
23-7-0
--1
RIP
1971144
or
Structural' wood sheathing dire -Uy applied or 3-5-10 oc purlins.
Rig i d cei I ing di redly app lied or 10-0-0 oc braci n
FORCES (lb) - Maximum ornpres iorr/Ma irnum Te•nsiorl
TOP CHORD 1-2'
-=°
-1286312797, - --10582-/2322,3-4=-8241/1857, 4- =-8240/1856, 5-S 10966
BT HFLA 1-1 _-4/109T 11-1 --2456J1 095r 1 X .,
11=-1 0- 1 0!=-1511���j-�--11071/2,361 1957/9387
1-�-1 1 `- 7 + , 5-9=-882/4030. - 167/287,
MOTES
1)2 -ply truss to be connected tc)g ther with 10d '(0,1 1" ") nails as follows.
Top ch ords conn cted as follows- 2 X 4 - 1 row at 0-9-0 ()c.
Bottom chords connected as olio r : 2 X 0 - 2 rows at 0-2-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X8 - 2 rows at 0-9-0 oc.
I loads are considered equally applied to all lies, except if .noted s front (F) or back B) face in the LOAD
� p�� p E(S) .secteon. P1Y to p'I �o�n�e�.�ic�n
been provided to distribute only laid noted a (F) or (B unless otherwise indicated. � have
Unbalanced roof live load have been considered for this design.
'rtd; AS C E 7 - Om ph,- 17=fit; �`DL=4 -
Sp f L L= , p f; ate 11; Ems► , e 0 d; MWFRS gable l n,� r� r�tlJ ► r left and right exposed
vertical left and right exPa d; Lumber D L=1. plate gdp DQL=1'. 3. �' ,end
Th is, truss h as been d esig n ed for a 10. o psf bottom cho rd live load non concurrent with
This truss requires plate inspection per the ToothCount Method when this truss s i �n for
os � Ili ��� d .
or qr.iral� assurance inspection.
7) Provide mechanical conne ion (by others) of truss to bearing plate capable of withstanding 1737 rb u Id t a
8) This trate is d ear dad in accordancewith the 00Inta#iri
�a IResidential sect
ons ��on .1 1 .1� t point 1 and � � I � uplift �t joint 7.
Girder canes tie-in span((): G-0 f m O- -o to 1 �r�d X0 .10; and r�fere� d tad rd J I�CP"I 1 _
10) Hanger(s) or other connection deice (s) s ha I P be provided sufficient to -support concentrated Goad I down
The design/ el cUon. of u con n device(s) i the responsibility of others. load(s) 2999 b +ren and �� Ib �� � � an bottom chord.
LOAD CASE(S) Standard
1) Regular: Lumber Increase= 1.15, Folate Increase= 1, 15
Uniform Loads (pl
Vert. 1-4=-86, 4-7_- , 1-9=-577 (F =_- 1), 7-9--1
onc-en rated Loads (Ib)
Vert: �- 9 (F)
.
-12
_
4-4-14
3-7-14
--1
Plate fit t ... 3,0-2-'91, *0- O, . -p
LOADING
(PSPACING
-0,-0
TOLL
T DL
35,0
8.0
Plates Increase 1.15
TC 0,69
Lumber Increase 1.15
8C 0,67
BLL
.c
Rep Stress IcierW
F
0,96
B I L
8-0
Code I I o0 P i` 002
(matrix)
LUMBER _—..
TOP CHORD 2 X 4 S PF 165OF 1
SOT CHORD 2 X 6 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud *Except*
VVEDGE 3-11 2 X 8 DF 195OF 1,711, 4-10 2 X 4 SPF No.2, 5-9 2 X 8 IDP 1950P 1,7E
Left, 2 X 8 DF 19 OAF 1 �7 E, Flight, 2 X 8 DF fi 0 OF 1.7E
REACTIONS (ib/size) 1=793810-5-8,7=5999/0-5-8
Max Hort 1 — 1 (load case 3)
M'a X Uplift 1=-17 7(load case )r 7=-1 80(load case )
15-6-4
19-2-2
1 3-7-14
D E FL. i n (1o) I/defy L/d PLATES
Vert(LL) -0.23 -10 >999 240 MT20
Vert(TL) -0.39 9-10 >714 180 s
Horz(" L) 0.11 7 n�a n/a
BRACING
TOP CHORD
BOT CHORD
/eight: 277 ib
23-7-0
--1
RIP
1971144
or
Structural' wood sheathing dire -Uy applied or 3-5-10 oc purlins.
Rig i d cei I ing di redly app lied or 10-0-0 oc braci n
FORCES (lb) - Maximum ornpres iorr/Ma irnum Te•nsiorl
TOP CHORD 1-2'
-=°
-1286312797, - --10582-/2322,3-4=-8241/1857, 4- =-8240/1856, 5-S 10966
BT HFLA 1-1 _-4/109T 11-1 --2456J1 095r 1 X .,
11=-1 0- 1 0!=-1511���j-�--11071/2,361 1957/9387
1-�-1 1 `- 7 + , 5-9=-882/4030. - 167/287,
MOTES
1)2 -ply truss to be connected tc)g ther with 10d '(0,1 1" ") nails as follows.
Top ch ords conn cted as follows- 2 X 4 - 1 row at 0-9-0 ()c.
Bottom chords connected as olio r : 2 X 0 - 2 rows at 0-2-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X8 - 2 rows at 0-9-0 oc.
I loads are considered equally applied to all lies, except if .noted s front (F) or back B) face in the LOAD
� p�� p E(S) .secteon. P1Y to p'I �o�n�e�.�ic�n
been provided to distribute only laid noted a (F) or (B unless otherwise indicated. � have
Unbalanced roof live load have been considered for this design.
'rtd; AS C E 7 - Om ph,- 17=fit; �`DL=4 -
Sp f L L= , p f; ate 11; Ems► , e 0 d; MWFRS gable l n,� r� r�tlJ ► r left and right exposed
vertical left and right exPa d; Lumber D L=1. plate gdp DQL=1'. 3. �' ,end
Th is, truss h as been d esig n ed for a 10. o psf bottom cho rd live load non concurrent with
This truss requires plate inspection per the ToothCount Method when this truss s i �n for
os � Ili ��� d .
or qr.iral� assurance inspection.
7) Provide mechanical conne ion (by others) of truss to bearing plate capable of withstanding 1737 rb u Id t a
8) This trate is d ear dad in accordancewith the 00Inta#iri
�a IResidential sect
ons ��on .1 1 .1� t point 1 and � � I � uplift �t joint 7.
Girder canes tie-in span((): G-0 f m O- -o to 1 �r�d X0 .10; and r�fere� d tad rd J I�CP"I 1 _
10) Hanger(s) or other connection deice (s) s ha I P be provided sufficient to -support concentrated Goad I down
The design/ el cUon. of u con n device(s) i the responsibility of others. load(s) 2999 b +ren and �� Ib �� � � an bottom chord.
LOAD CASE(S) Standard
1) Regular: Lumber Increase= 1.15, Folate Increase= 1, 15
Uniform Loads (pl
Vert. 1-4=-86, 4-7_- , 1-9=-577 (F =_- 1), 7-9--1
onc-en rated Loads (Ib)
Vert: �- 9 (F)
jot) �—.. ---- . ; Truss
-
I
1056 p D
nthO Y, Mark Mangum
GABLE
Job Refe FenceRef
. 1) , U 111 20 06 MiTek I ndustrie , r I nc. Thu Sep 07 15,29-.6_-_,__-
,7 2006 Page
17-5-8
-
4
er
a 4 -
i 7.00; 1 Y
5
jr
t-1
- P
8-073 15-6-13
23-7-0
Plate Offsets
1 - __ __��
- -
_—_
LOADING (psiSPACING2-CI-0 ] � D�.F�. in (10C) T LL - Plates Increase 1.15 TC 0,53V art L L -0.0 6-8 >
999
T DL 8.0 Lumber Increase 1.1 240 MT20 197/1 4
r`t TL -0.22 - >999 1
B LL OrOr Rep Stress Incr YESB ��
S LE DL � n/aCode il0TP1 00 nia
(Matrix)
)
Weight'. 130 1b
LUMBER
T __
TOP CHORD 2 X 4 SPF No.
FOOT CHORD 2 X 4 SPF o.
WEDS 2 X 4 SPF Stud
OTHERS 2 X 4 SPF Stud
REACTIONS Ib/ ze) 2=1377/0-5-8, 6=1377/0-5-8
7/0-5-8
Max Hor-z x_22 (load case )
Max UP102 -07(Ioad case k — 07(Ioad case )
FORCES 1b) - Maximum OMPr s ion#`MaXi rUM Tension
T P H D 1- = 0 , 2. =-1 0.8/255, 4 �-1 1 /2 1, 4-5=-15 1 /2 91 , 5-6=-1 0 8 '255, ,- 7=0/8 9
BOT CHORD 2-10=-230/1432.9-10=-61/981,8-9=-61/981,6-8--11211432
WEDS -10=-430/223, 4-10=-1301573, 4-8=- 1 0/ . 5-8=-430/22
BRACING
TOP CHORD
BOTCHORD
tru aural wood sheathing direct-jy applied ar 11-7 0c purlins,
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Unbalanced d roof live leads have been considered for this design_
Wind: ASCE 7-98; 0m h; h=2 ft; T L=4, pf, BCDL .8psf; Category 1I; Exp : enclosed; F aWe end zo
ver cal 1 1� and right exposed' Lurnt r+ DOL=1.33 plate grip DOL=1,33. ��; cantilever left and right exposed ;end
Tniss designed for mind 10ads in the plane of the truss onty. For studs exposed to end (normal to the face), se MiTek "Standard Gabie end Detafl«
4) This truss has been designed for a 10.0 p f bottom chord Imre loadrrcncarrcurrent mfith any other live Toads.
5) PJI Plates are 2x4 MT20 unless cthcr se indicated.
This tr' u s s requires .plate inspection per the Tooth Count Method when thi TUSS as Chosen foruali as surae i
7 )Gable studs spaced at -0-0 cc,
an sti
Provide mechanical connemcn (by others) of true to beaning plate cap ab to of withstanding 307 lb u
9) This tress is designedin accordance th the 2003 Ir�ternaticnal Residential cd secti uplift # joint 2 and t}� Ih �.rpli�. et �cir�t .
n X2.11.1 and R802.10-2 and rferenced standard .AII''pl 1.
LOAD CASE(S) Standard
o J _ --- ---- _—_
Trust
1055 E
MONO Hip
ern Rat Ts, St Anthony, ID, Mark Mangum
_
-2-0-0 4-4-8
-
� � 4
• �� m�••4r
7, 1"1
BURG _
j i J
Job Reference (opVonal)
x.300 s Jul 11 2006 M[Tek Industries, Inc. Thu Sep 071, :2!9'58., 006 Page I
-7- 4-10-15
+h
8
__ 23-2-0
5.2-7
12 11 10
s T
&12
sowe r. 1.41.8
12-10-15
'1`1 —
..
-i
'Ike!
I Plate ets.. �_�®.�_ _ 0-
[12. -2Im8.0441
LOADING
PAI
I TCL . DUL irl (Io) WdO Ud
P'fates Increase1 �1 i �L TE GRI
.� I - . L V--1 240 T
TSL �,V Lurnber Increase 1.1 197�'�'
ert
44
E� t_L 0.0 Reps Stress Incr IF ' rt(T:� -0. 1 10-1 >87 180
.88
8.0 Code iR00ITP100 i
s attf i) a
118 u)
LUMBER _.___.-®_ �...� . _-- a�..
TOP CHORD 2 X 4 SPF No.2 BRACING �.
130T CHORD 6 SPF 10OF 1.8E T H R Structural wood sheathing directly applied or 2-5-0 0e urfin * except
WEBS 4 SPP �o_ *Except* and -O-0 oc � � � end verticals,
� r1rn �-- max.): .
SOT CHORD Rfid lir drehIid -�tbracing.
-1 F Stud. -1 �4 PF Stud, 5-10 4 PF Stud, 6-9 PF Stud WEBS
I Row at m idpt 7-8,5-9
JI NTS 1 Brace at ,fit():
REACTIONS Ob/size) - 9 Y1 a 1anlca 1, 2=2735/0-&8
Ma
7/ &
Ma Hort = 7(lo d case 4)
Max Uplr 8t 938(load case 4), =-787(tv,ad case )
FORCES (Ib) - 'MUM Compression/Maximum Tension
TOP CHORD 1-2=0/94, 2-3=-449811264. 3-4=-4251/1269. 4-5=-3921/1243, 5--6 =-27251
884, 25091767
BOT HOOD 2-12=-1�I 756.11-12=-1153/,3579,10-11=-1153/3579 * 9-10=-1271 - -- _8=-
WEBS 3-1 =- 1� 011 7, 4-1 --4 811532' 10-- 10/590, 10__352'10231 = --1 !07/51 1
'-_ 1 0f 1, F 7--a 111 7/358
NOTE
1) Unbalancedroof live leads have been considered for this design-
2)Wind:t7"98:
0mphe h=25IL: TL=4�8psf: BCDR-.=4.lJp9f� 5.�t�rkJ 1II Ei'4 'L�� enclosed
verkal left and right expo d; L1.1mb r DOL=1. plate grip DOL -1. `, �, Fabre end orae, cantilever left and right epo eCf , `rld
Provide adequate drainage to prevent water ponding.
4) Th is truss h as been d esig ned for a 10,% Psf bott rn Chord 11 ve load no n concurren t with a
This truss requires plate inspection per the T Count Method when this tars - n� other I��e l���d .
Refer to girder(s) for,truss tO true Connections- I C� n for quality assurance n pe ction.
7) Provide eaf'i i 1 connection (by others) o1: truss to bea rl n late
This �� i designed In accordance Its the2003 Intei`n�t.M � � capable of withstanding lbuplift at jointand 7,97 rb uP��Ift at joint.
_ Codeion, +0I. � 1.1 andI.1 0. and referenced standard
Girder carries hip end+'it.h 0-0 right sidesetback��� �°s�de�ntl�l
8-0-0 left side setback, and 8-0-0 end ba c. � i �i � .
10) Design assumes 4x2 flat Origin tation) purlins at cc spacing indicated, fastened to truss T
11) Kanger(s) or other connection d va oe.(s) shall be provided s ffic i ent to support concentrated loads 884 I b
+d esu nts-etecti on f such connection device(s) i the responsibility of others. l n a o f I b at -0-on bottom chord.
The
1 ) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front F or
LOAD CASE(S) Standard,
1) Regular Lurnbr I ncrease 5, Plate In rea a=1.15
Uniform Lads (P
Vert-" 1-4=-86. 4-7=43(F=43), 2-12=-16,, t -1 =- 1 (Pz-196)
Concentrated Loads (Ib)
Vert: 1�=884(F)
Y
Qti ly NST-R�AjURiG
N HIP
i I r
SOMmit Truss, tAnthony'' PD, Mark Mangu--m- � — .. �.� .,.b____, � n�r � �. I ��� efe�n �
_L tions
6.300 Jul 112006 MiTeklnduiffi�s—,-166�
5:29- 20W
-5-2-13
10-0-0
�-
-fir� — —�.. �,
__... _..— _
5-4
-1
i
4 - 3X4 3A
-
- ••--- 1...�`r �._—a-__.�- -- ..._._— - .. _ _ _L ��,1 ,.-�v�. � � � ��
Ile Irte-
�aIle
.� r I J
1
B
r`
x=
7.00 � 12 j
I
10
10-0-0
10-0-0
date CffseLOADING (psf) .. .-
ACING 0
TCLL 35.0Plates increase 1.15
T C L 8.0
Lumber Increase 1.1
13CDL 8,0 B��L. 0.0p Stress lncr YES
Code I 00 fTP 1 00.
LUMBER
Topr CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 4 SPF Stud *Except*
4- 4 SPF No.2, -7 2 X 4 SPF No.
REACTIONS Ib/size) 7=1152/ 1 tarsi 1, 2=137010-5-
Max How =0(ld case 4)
Max plift7 =- 4 (load case 4), 2 294(Io a d case
CSI
TC 0.7
O�6
E 0.45
(Matrix)
FORCES (1b) - Maximum CompressionAMaximum Tension
TOP" CHORD 1` =0/89. + --]7M . 14 7 0, 4- `-1004/247, 5-6=-43 -
130T H RL) -10=-33 '11437} � -10 7b/11 ,PS—� 7 /1147, 7' 8=-263 10k
a ` -
f1
ES -1 =-393/1 , 4-10-' 8, 'x/°
=-2929 -8-0/3 +gyp yr}y1
' 7
1
w
[TEFL
ert(L I-
Vert(TL)
Ho(TL)
Is
:;
16-5-4
}-4
--1
in (Io) lid en Ud PLATE P
-0.20 2-10 >999 240TO 1 ���
d
44
-0,4 -10 >00 180
I
0.05 7 Fifa nfa
BRACING
Tip CHORD
BOT CHORD
WEBS
JOINT
Weight: 101 1b
,aural wood sheathing directly applied or 4-1-6 oc purligs, except end vert%
and -0-0 cc purlins (, `3- max.): X1--6. � I .
Rigid ceiling directly applied or 9-11 -9 oc bracing,
1 .how at m dpt 4-8,5-7
1 Brace at it(s):
NOTES
1) Unbalanced roof live loads have been considered for this design.
) "irld. ASC.,E 7- mph ; h -ft, TDL`4.psf, DL_4.psf, Category � I�i �. ° �I�I�s�
ver`ti l left and right exp�cs-ed, Lumber IDOL=1, 1 plate grip DOL=1. � d, Pi gable crud zone; cantilever left and rigFrt exposed ; end
Provide adequate drainage to prevent water porldin .
4) This truss has been designed for a 10.0 psf bottom chord l i e toad nonconcurrent with an other live loads,
5) This truss r uires plateirpectlon per the Tooth Court Method
when this mss is chosen for quality assurance ins ecti
Refer togirder(s) for truss t -o truss con nuc ns. p n.
7) Provide mechanical connection (by others) of truss to gearing plate capable c���0.nal thsta in
8) Thitr�� is desidesigned in �rda.n with the0 I�terr�a � 0 6 ib uplift atic�nt 7 and 9Jh upliftat joint ,
) Dergn a�ir�� 4x2�f�ak orientation) urilns at � � indicated, # Residential ode se�ons R502.1 1.1 and 8�0.10, and referenced standard
p spacing ed r fastened to mss T / -10d nails.
Ifs' � l � .
LOAD CASE(S) Standard
1
I'
1
I
p�
A
r
I
1
1
[TEFL
ert(L I-
Vert(TL)
Ho(TL)
Is
:;
16-5-4
}-4
--1
in (Io) lid en Ud PLATE P
-0.20 2-10 >999 240TO 1 ���
d
44
-0,4 -10 >00 180
I
0.05 7 Fifa nfa
BRACING
Tip CHORD
BOT CHORD
WEBS
JOINT
Weight: 101 1b
,aural wood sheathing directly applied or 4-1-6 oc purligs, except end vert%
and -0-0 cc purlins (, `3- max.): X1--6. � I .
Rigid ceiling directly applied or 9-11 -9 oc bracing,
1 .how at m dpt 4-8,5-7
1 Brace at it(s):
NOTES
1) Unbalanced roof live loads have been considered for this design.
) "irld. ASC.,E 7- mph ; h -ft, TDL`4.psf, DL_4.psf, Category � I�i �. ° �I�I�s�
ver`ti l left and right exp�cs-ed, Lumber IDOL=1, 1 plate grip DOL=1. � d, Pi gable crud zone; cantilever left and rigFrt exposed ; end
Provide adequate drainage to prevent water porldin .
4) This truss has been designed for a 10.0 psf bottom chord l i e toad nonconcurrent with an other live loads,
5) This truss r uires plateirpectlon per the Tooth Court Method
when this mss is chosen for quality assurance ins ecti
Refer togirder(s) for truss t -o truss con nuc ns. p n.
7) Provide mechanical connection (by others) of truss to gearing plate capable c���0.nal thsta in
8) Thitr�� is desidesigned in �rda.n with the0 I�terr�a � 0 6 ib uplift atic�nt 7 and 9Jh upliftat joint ,
) Dergn a�ir�� 4x2�f�ak orientation) urilns at � � indicated, # Residential ode se�ons R502.1 1.1 and 8�0.10, and referenced standard
p spacing ed r fastened to mss T / -10d nails.
Ifs' � l � .
LOAD CASE(S) Standard
1
I'
1
I
p�
A
r
I
1
1
BRACING
Tip CHORD
BOT CHORD
WEBS
JOINT
Weight: 101 1b
,aural wood sheathing directly applied or 4-1-6 oc purligs, except end vert%
and -0-0 cc purlins (, `3- max.): X1--6. � I .
Rigid ceiling directly applied or 9-11 -9 oc bracing,
1 .how at m dpt 4-8,5-7
1 Brace at it(s):
NOTES
1) Unbalanced roof live loads have been considered for this design.
) "irld. ASC.,E 7- mph ; h -ft, TDL`4.psf, DL_4.psf, Category � I�i �. ° �I�I�s�
ver`ti l left and right exp�cs-ed, Lumber IDOL=1, 1 plate grip DOL=1. � d, Pi gable crud zone; cantilever left and rigFrt exposed ; end
Provide adequate drainage to prevent water porldin .
4) This truss has been designed for a 10.0 psf bottom chord l i e toad nonconcurrent with an other live loads,
5) This truss r uires plateirpectlon per the Tooth Court Method
when this mss is chosen for quality assurance ins ecti
Refer togirder(s) for truss t -o truss con nuc ns. p n.
7) Provide mechanical connection (by others) of truss to gearing plate capable c���0.nal thsta in
8) Thitr�� is desidesigned in �rda.n with the0 I�terr�a � 0 6 ib uplift atic�nt 7 and 9Jh upliftat joint ,
) Dergn a�ir�� 4x2�f�ak orientation) urilns at � � indicated, # Residential ode se�ons R502.1 1.1 and 8�0.10, and referenced standard
p spacing ed r fastened to mss T / -10d nails.
Ifs' � l � .
LOAD CASE(S) Standard
1
I'
1
I
p�
A
r
I
1
1
Job
1 058
E
Summit Te y t Anthony, to,*
mark an u'
Type
MONO HIS'
I-- --1 --
I
4
Egg
r
1 �
f~
N f r
F. r f• !
7M 12 r� SAY
J I
e r
r _
_e
i u4 -re+P
--1I
d...__ —_0
12-
-1
--
LOADING ipso SPACING 2-0-o
TOLL 3&0 Plates increase 1-15
T DL 8.0 Lumber Increase 1.15
8 LL 0,10 Hep Stress Incr YES
BCDL 8'0
Code 11 00 / -FP-1 00
LUBE
TOP CHORD 2 X 4 SPF l'o'o.
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud -Except*
4-8 2 X 4 SPF No. , -7 2 X 4 SPF Nc.
;1
e �
____j Jobefer en optional ___ _
. a.lt.rl 1 l �Te it du rie , Inc. T 29p ,59 2006 Piae 1
c
1.7-5-4 -
i -8-'i
i
e 0 e
IN 1
e � �
v4 1
1 � 1
B
e 1
5-8-12
Vie.• --rte__: -__��
r
DFL
In (Io)
Udfl
TC 0.63
Vert(LL)
-0,06 9-11
>999
BC 0.40Vert(TL)
-01.12 9-11
>99g
ws 0.63
Hort(TL)
0. 7
a
4
REACTIONS (I b/ itz) 7-1152/0-5-8. 2-137010-5.8
Max
-1 70 `0 -5 -
ax Hort 2=301 load case 4)
Max UPI ift7=- 4 (load case 4)., =- 06(loed case )
tmauuc)
BRACING
TOA CHORD
FORCES (ib) - Maximum C=PressionlMaximurrii Tension
TOP CHORD 1- OY8 t - =-1 8, =-1250/211, - =-743/1 , -6=-.4/91, 6-7 — 1 -/`
92
BOT CHORD -11=-309/1429, 10-11— -0911429' -10=- D /1429, - =- 5 f 7- -- 1
WEBS 3-11 =0/224, 3-9=-575119 7. 4-g=-55/403, - =-404'11' , _,S=_51141'1 -}=- 0
BOT CHORD
WEBS
JOINTS
Lod PLATES GRIP
180 T O 197/144
n/a
Weight: 111 lb
- 1;41.8
�N
Structural wood sheathing directly applied or 3-11-4 oe purlins,ce t end vel
end -0-0 cc purfins (6-0-0 Max.): 4-6.
I� I ,
Rigid ceiling directly applled or la -0-0 oc bracing.
1 Row at m id lit 6-7, 4-8,5-7
1 B race at jt(s
NOTES
5
Unbalanced roof live loads have bin considered for this design.
- 8 p f BCD . p , Category I , Exp ; enclosed . WF 1 gable end zone, rail
vertu l left and right exposed; Lumber D L=1 +33 plate g np D L=1 e. . r I eft n d rrg t e os d :end
3) P rov ide adequ ate d ra i n age to prevent water pond in g.
4) This truss has been designed for a 10.0 p f h0tt= &Ord live load nonconcurrent
This -s requires plate inspection per the Tooth Count Method when �t nth �n other lige loads.
) Provide mechanical- eon n� ior1 (by others) of truss ,� t bei rin r� th i x chosen for quality a �uranee inspection,
g piste p�ahle of with tanding 242 1 �iplift ti0int 7 and 3'06 lea uPI t at pint .
�� This ti`I.f� i designed xr� aee�r�en nth � �� �nterr�ator-��I le�idential bode � 1
8) Design assumes 4x2 (fiat orre t�}0n,) puffin at Osp eing Jnd ited, fastene d to lor]� R � .� 1.1 �n� R80.2.10.2 �F1� r������ t��1�1�#"� � �f �
LOAD CASE(S) Standard
1
Job.��_ -- - --------�.—.�...
Ty �pe
E
Lu f m't T i tl� rayl I D, Mark Mangum -
- �0-0
-0.0
6-8'14
�_"
6-8-14
13-0-2
� �
__70ty ply
12 1
Job Reference
6.300 s Jul I1 X006 MiTek
age
i0A .. _ tee, � �d �_. --. ..�� _,_-_._.., .., �_.�—_�•"� L��.rr.�••.. ..�_, r. __-
-- -1
0-9
&lose : 1.41.0
LUMBER
TOP CHOKE) 2 X 4 SPF No.
BOT CHOLRID 2 X 4 SPF O,
WEBS 2 X 4 SIF H0. *Ept*
3-10 2 X 4 SIF Stud, 5_8 2 X 4 SPF Stud, -7 2 X 4 SPF Stud
REACTIONS (lbySize) tr10j0- - , 7=115 0_"
M ax HO. 2 =293 (load CaS e 4)
Max Uplift =- 1 (load case ), 7=-1 (load case
EORCES (ib) - Maximum OmPre si n/Ma cirr"rum Tension
T[}�j��-+)f�f� F� 2-10=-267/1393.9-10=-75/875,8-9=-75/87,5,7-8---98/950 F ,f
P[F'T D F -=0 ice, , ..F`#3� f=j�- 1 770/ F =- 1 4tiJ8 0 r 4- =- 1 220/ 268. 5-6" 1 28 .���jjjjf+ 7�- _3
WEBS -10=- 86/251 , -1 `-149/658, 4-8=- ./ , 5-6=-139/17 9, -7=-1 0
6/17 5
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
(10)
Ildefl
Lld PLATES
-0.12
2-10
>999
240 MT20
Plate Offsets
LOADING (pso
SPACING-,
-- - �.
I
ALL
TCL 8,0
I RlateS Increase
1
1.15
TC 0.57
B LL 0,0
Lumber Increase
'Stress
1. 15
BC 0.5.3
BCDL 8.0Code
Rep Incr YES
IR. 00 fTPI 00
WB 0.78
LUMBER
TOP CHOKE) 2 X 4 SPF No.
BOT CHOLRID 2 X 4 SPF O,
WEBS 2 X 4 SIF H0. *Ept*
3-10 2 X 4 SIF Stud, 5_8 2 X 4 SPF Stud, -7 2 X 4 SPF Stud
REACTIONS (lbySize) tr10j0- - , 7=115 0_"
M ax HO. 2 =293 (load CaS e 4)
Max Uplift =- 1 (load case ), 7=-1 (load case
EORCES (ib) - Maximum OmPre si n/Ma cirr"rum Tension
T[}�j��-+)f�f� F� 2-10=-267/1393.9-10=-75/875,8-9=-75/87,5,7-8---98/950 F ,f
P[F'T D F -=0 ice, , ..F`#3� f=j�- 1 770/ F =- 1 4tiJ8 0 r 4- =- 1 220/ 268. 5-6" 1 28 .���jjjjf+ 7�- _3
WEBS -10=- 86/251 , -1 `-149/658, 4-8=- ./ , 5-6=-139/17 9, -7=-1 0
6/17 5
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
(10)
Ildefl
Lld PLATES
-0.12
2-10
>999
240 MT20
BRACING
TOP H RE)
BOTCHORD
WEBS
Weight-, 96 lb
-_
RIP
197/144
trUr,tural wood Sheathing directly applied! or -1() CC Purlins, except end verlicais.
Rigid ceiling d i rectlY ap P Nj ed or 10-0-0 oc brad rig
1 Row at midpt -
N'O'TES
1) Unbalanced roof live loads have been considered for this design.
vertical left and right expo �Lurnber D L=1.33 plate rip 1) L=1. R enclosed; I�R fable end zone: n6I ver` 1a1t Arid right exposed 'end
This truss has been designed for a I U psf bottom chord live l
4) This req �,ireplate in pectior� per e Tooou gad r�t�n��n�u�Te�t , �n ether Jive loads. I,'� aid whe n this tS S i S chosen for dual ity as U ra nce i npectio n.
P ro vide m.ech an ica I co n n ec-bon by oth er) -of mss to bea ring p late capa bl a of withstand in . .
6} This trussi designed' in a� a��a with t�r� � Ir�ter�-r�ti�r�ai Residential id��tia1 ode sections 1 �b u�lrft a� a���t and 168 lb uPIi at joint �'_
R502.1 1.1 and R802,10.2 and referenced standard Ip i 1.
LOAD CASES) Standard
a
N
Truss. -
Inn
E4 SCISSOR;
UMMitTruss, StAnthony. I D,Ma rk __._..._ ._ ..
Iar1g um --
- --
-0- 6-9-2
Ply i N T -O E BUR
4
,fob Reference01`A_
Jul 11 2CO6 MiTak Indusbies, Inc. 9S19P-07 15'30:00- .
1-- 1-1-0
-- 4--14 23
-0
L~�
ex 1
. i .
ay —
4 -.
p.ly�wy� TZF
_ ter' � _�"r �'�. ��_ �'`-�• •.
-' 11
44^
14-5-5
-8
�:.:..Plate
Offsets-. , _ _): 12.0- ,4T Ed� , [ , 0- -1110-& 1 ,
o
LOADING (psf) SPACING -
Scale - . 4 1 ,4
Aft
TEL 35.o
Flats Increase 1.15
T 0,71
[TEFL In
-0.29
(loe) 11defi LidP PLATES
7-8 >
TCDL &0'ert(LL)
ALL 0,0
Lumber Increase 1.15
BC om
VertTQ
240 1
7-8 >.1 5 180 MT20
197/144
P D L 8.0
Rep Stress Iter YES
Code I l 00 P 1200
WB 0.80HrT
(M atri �
na na
eight, 80 lb
LUMBER
TOP RD 2 X 4 SPF No.2
BRACING
BOT CHORD 2 X 4 SPF No.2
TOPCHORD
StrUCtural wood sheathing directly applied or oe
purlins.
WEBS 2 X 4 SPF Stud
0T CHORD
Rigid ceiling direct]y direct]applied or 7-9-12 bracing.
VVEBS
1 Row at rn i pt 3_7
REACTIONS(ib/size) 6=1148/0-5-81 2=1,36610-5-8
M
=1 10 - -
M arc H Q rz 2=258 (load ease 4)
MaX Wt =-1 (load cage 6 ' 2=-31 0(load case )
FORCE (]b) - Maximum um ompre sio a gum Tension.
.�T CHORID �
TOPCHORD ,1- = /86.�vr - .=�3175..t53 ,. =-1955 . 7, - :-27 4/393 , 5- =- �' ' 3
E 3-8=0/258, -7=-1070,372, 4-7,---195/1869, 5-7---51: 01
a
NOTES
1) Unbafanred roof live loads have been conodered for this design.
Wind., ASCE 7-98, 9OMph; h=ft; T0L=4.pf+ BCDL=,8pfaf aE � y II; � � en�lc�
ve l lel and nght a osed; Lumber DOL=1.3 platy grip COOL 1.33.sed, FI gable end zone! cantilever !eand right exposed , end
This toss has been de igned for a 10.0 psf bottom chors Imre load n o nco neurTent with a ny other live load
r ) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forE�u a .
� � � � t �e .�t�� een � i d e parallel �� gain value yinANSI/TPI 1 angle to mt�r�°�u�lin formula- quality assurance i ripe ion.
a_ Building designer should vedfy capacity of bearing surface.
6) Provide mechanical conneution (by ethers) of truss to beadnR Plate capable of withstanding 168 lb uplift at ' int and �
• 7 ) T�r� s truss idesigned in a =rda n I� �the 003 I rite m atic�na I Residential:ods sectionsR502.1 1 . 1 � Iia �p lifi at j�o int .
1 andR802-10.2 �r�d referenced .tnda ANSI/TP I 1.
LOAD ASE(S) Standard
i
Job
Truss type
.1056
E5°
SCISSOR
SUmmit Truss, St Anthony, ID, Mark Mangum
��_�� ire � � or�a�
gip-_
6. Jul ITe C I ndu ties, Inc, ..Shu Sep 07 15:30- b f & —page f
i- 1 -0-2
- .. 17-10-0
23-2-0 25-2-0
e �
_ eB
e
- 64 ey
a �
_ 4 s rM1
h
,2X4 —
' _ � 'ne ,•" s. �"-�'_ -ems ... .__...:9--e-- a 91e. �4 _ ���— •,,Y e.
e12
56 • `.tea
6-9-2__
23-2-0
- • -sae—... . e_4_� '#ate - --_' _ _ _ - W
8-8
sets_gq_
LOADING (pso
SPACING -0-0 CSS
FL
in detT LL 35.E UdPTates Increase 1+1
LATE GRIPTCL 8,0 Lumber Increase 1.1E 1T 171
44B LL .0 Fed fires I� � -. 8-9 >0 180
BCDL .{ Code � .�� Ho� TL .rrl70
-
02 .. ( CJI a)83 1b
1
LUMBER Weight -
TOP CHORD 2 X 4 SPP No.2 BRACING
BOTCHORD 2 X 4 SPF No.No.2 TOPCHORD StrLiCtural wood sheathing directly applied or -4-15 oc pur fins.
WEBS 2 X 4 SPF Stud BOT H RD Rigid ceiling directly applied or -1-5 Dc bracing
WEBS I Row at rn i dpt -8
REACTIONS (Ib/size) 2=135610-5-8.6=1356/G-5-8
Flax Hort 2,241 (Toed case 4
MaxUpl i1 =- 1 D(load case 5), =- 8 ( Toad case )
FARCES (1b) - . a imurn =Press or laximum Tension
T P CHORD 1- =O 5, - =- 14 /51 1 , 3-4=-1913}255, 4-5.=-2648 7, —6=-31 , -7=0/86
e OT CHORD 2-9=-52012670. 70, B- =-523/ 72, X8=286/21576
WEBS 3-9=01259, 3-8=-1 073/375, 4-8=-1 62J1797, 5-8=-62}271
NOTES
1) Unbalanced roof five loads have leen considered for this design_
e.
rn d: ASC E - 0rnphP h -ft; TC D f; 8 C D L -IF1.8p f; C ate g ory 1I; rola, IIF ���� �
vertical left and right exposed; Lumber D Lit. Plate grip D0L-1. � nd zone; nt [eve r ieani rig h# eposed ;aid
This truss has been designed for a 10.0p.sf bottom eh{ard live load ncnconcu
4)This � requires Plate irrsa�cr� r�e�t w��t� �� other �r� loads.
per the Tooth Count Method when this truss is chosen for quality assurance inspection,
) Bearing atioin#(s) 2, 6 wnsiders Parallel to grain value uring ANSUTPI 1 an�� to rain fa�n�ala. � ,
� Providemechanical connection�� others) of trusst0 bearing �,lat�' �al�l �f 1�f1st;ari�ll� �aNldar�� designer should verify capacity�� ��� �rrf��,
�� This truss is designed ra a�a n i#i� the 2003 I n #err�ti or� l Residential � "� � I � ���i� at � �!n# and i � u pl itt at jai rtt � a
oda s���� .1 1 , 1 and R802.10.2 and referenced standardANSI/TPI `i -
L AD CASE(S) Standard
01)
Trussype T1_11F7_
COMMON 16
U1wrii Thr , t A -nth 0n- y, I D. MaiMangum -
_.- I!.Job Refeferipptiorral
6.308 Jul 112006 MfTek Industries, 6 - Thu Sep 07 it. x_ 6 lugs
13-0-2
.., 1
- -- 4-2-8
11- 5-2-11
5x-6
s '
7
7,00 7f2--
. i f h
i . r d .
• k , � � X I I I e -
1 Sys
' I
M! I •ti.
l � ,
1
1 1 A
513-
_
44 lzwFi2
sms
k -
rr
10
IX4 3X4
10-10-8 11-10-8
23-2-0
—_ 7-5J
--.---_ —_._.
. 4 : �, : _ -1 '
. 1-0-�
LOADING Psf) SPACING 2--
T LL �I I
DEFL in (I I/de
1 L/der+a �.1
T DL rt(LL) _0,21 12-13 >9,. dumbIncrease t.1 240
BCLL 0.0 Rep Stress Incr YES WB BC 0.67 Vert(TL) -0.44 12-13 >620 180
B DL 8.0 Code M.003fTP100 I I-rT a n/a
LUMBER
TOP CHORD 2 X 4 SPF No -2 BRACING
PLATES GRIP
SII T 0 1971144
Weight, 116 Mb
BOT CHORD 2 X 4 SPF N0,2 1UPCHORD Structural wood sheathing directly applied o r - 1 �cpurlins,
SOT CHORD Rigid eifing directly applied or 10-0.0 bracing, except r rtr l .
''E�3 � SPF Stud *>��P,�* �
- 4 SPF No,2 WEBS 1 Row at midpt 5-11
REACTIONs (Ibi i ) 2=1370/0-5-8, 9=11 [Me hanr l
Max No=(lad ase 4)
Max piif 2=-31 (10ad case ), ==t (load case )
FORCES (lb) - Maximum -Compres:siontMaximumTension
TP tD 1- =0/89, -m=1 4/`10, "={33 1/5`0 0, -='11/ 25 9p -=-11/27, 7",— 1 09rL8F 7—='17/i00l V ~ _
1 1 011 87
BOTCHORD a14='111Y1 14=—iY15�1'1=-4J/13L1+ y 9 0/125
y
15511355. -20511647, 5-11--17061315, x-11 8/, 7-11 �`o/'i _
NOTES , —1 � -2.48.192, 8-1 0=-83/920
1) U nbalanced roof live loads have been considered for this "design.
) Wind., ASCE 7- 0r-r-rh h=ft; TDL=4..psf� 8DL.8psfa Category IIF E • �rroiosd-
vert, ! left acrd ri ht exposed; Lumber D L=1.33 plate grin DOL 1. I� T , r�'1 'FF� gable: end zor�e; cantilever left -and right expoed 9 end
This truss s has been deli gnepi fror a 1().0 p f bottom ch ord li re load nOn n neat with an .
4� This trussrurr platy inspection�� tl�� Toth Count Method �� this �th�r Ir+�e ioa�d_
5 I.efer to gir for t t is for ra a J rte assurance inspection,
P r-ovide meth n ica l con n otic n (by oth ) of tnu ss to b Bari ng p late pa ble of a th to ri di r 1 l
��Thx t r d �r gn �d � r� � �r��rn nth the � r� tr`r'r�t o� �i Residential �d�sections� b up lift, at joint and 168 i b uplift at j orpt .
x.11,1 and R802.10.2 and referenced standard IrTpI 1.
LOAD CASE(S) Standard
Job
Vi'ru's r
ype
1 056 E7Ilp'
Summit I nth Orly, J D. l ark Ma n um �.�
7-2-12
0 - 4-9-4
Job Deference (optional)
it ._
, I 1! l' Jndus Fi ,_I c. Thu Sep 71 . 0 f� +
Page I
6.300 S
{ -r
airig —
M8 -1-42,2
_ G
Y �
1f
tr r
.' �- =_• � is � r � c r� 0
3
__---.-r�-- i
1 ,-1 0-
_
-5-8 1-0-0
Y• ,.__� , _. _.__
_ . .
-
_Plate Offsets _g, _REP-1-3.Edg ], 5.P-6-8, -. 1 I 1.OE
--. -. ■ 1
1
------------
LOADING (p SPACING -0-0
l
TOLL 35.E Plates Increase 1.15
I T DL 8.
T �, 83
� Lumber Increase 1-15
DOLL 0.r0 Rep Stress Incr YES62
� �.
BCDL &0Code ll.00)TJ�I00
G 0y99
(Marx)
LUMBER
TOP CHORD 2 X 4 SPF No.2
13
r 'EBS 2 X 4 SPF Stud
w
REAC'nON (Ib/size) 9=11 Mechani ca lr 2-1370/0- -8
Max Ho - 3(load case 4)
• �;
Max UPlift9=161(load case 6), =- 308 ( Ica d case 5)
��.
74
�r1
__---.-r�-- i
1 ,-1 0-
_
-5-8 1-0-0
Y• ,.__� , _. _.__
_ . .
-
_Plate Offsets _g, _REP-1-3.Edg ], 5.P-6-8, -. 1 I 1.OE
--. -. ■ 1
1
------------
LOADING (p SPACING -0-0
l
TOLL 35.E Plates Increase 1.15
I T DL 8.
T �, 83
� Lumber Increase 1-15
DOLL 0.r0 Rep Stress Incr YES62
� �.
BCDL &0Code ll.00)TJ�I00
G 0y99
(Marx)
LUMBER
TOP CHORD 2 X 4 SPF No.2
DOT CHORD 2 X 4 SPF No-
r 'EBS 2 X 4 SPF Stud
w
REAC'nON (Ib/size) 9=11 Mechani ca lr 2-1370/0- -8
Max Ho - 3(load case 4)
Max UPlift9=161(load case 6), =- 308 ( Ica d case 5)
I
1
11 10
3x4
1-0-0 -1-1
DEFL
In O
i/defi
Lid
Vert(LL)
-0,1 9 12-13
>999
240
Vert(TL)
-0.40 12-13
>680
180
I --I o (T L)
0,18 9
a
n/a
BRIM
TOP CHORD
SOTCHORD
--
PLATES IP
MT20 19-7/144
Weight; 119 Ib
Structural wood sheathing directly applied or 2-6-4 coo pu rfi res r except e
and - 0- oc purlin:5 (5-7-8 max.)- -f _ rid r i isr
Rigid ceiling directly applied or 10-0-0 0c bracing,
a
FORCES (J,b) - Maximum Compressionimaximurn Tension
SOT CHORD2-14=-2591143-8. 13-14m--31111861, 12-13=-298/1744, 11-12-- ��, ���1160/211 r -�=-261190, __ � �1��
E B -1, --1 T 3-13=-19811584, 4-13=-160/1400,- 11911324, 10-11 =-6 9 0t 9-10--7' 9 '956
p1 --698 ,5-12=-13911480, 11=-10171193,6-11 -1x' 290, -10=- Of 4 -
NOTES
1) Unbalanced roof Imre loads have been considered for this design.
) Wirbd. ASCE 71-98- 90mp.h; h=5ftF TDL sf, ��L-�.� -
� ,� �t��'' lI, Epp , ericIosed; MWFRS gable end ����; ��ntil���� lift
vertcal Ie and r1�ht exposed; Lumber D L-1' .33 plategrip[� - �� ri ht ex
PQ
P rOLVid a adequate drainage to prevent water pond -Ing -
4) This truss has been clesrg r e d for a 10.0 ;�sf otto r n chord live I oad rro n �curr rpt its
� Thr s tress r��q �� res pi �t� fi ri �p�ti �a per the Tooth Count Method when this tr�a any other live loads.
6) Refer to girder(s) rder-(s for truss to truss En nections . s is choser7 for q ua lr a s ur� c i nspe cti or -r _
• ) Provide mechanical connection (by others) of truss to bearing plate capable
8) This truss is designed ire Y� � � p of withstanding 1 1 G� � I �t '�i�"1t
���nl slit
� #�� Ir�t�rnatio.�ar F��id•�i�ti�I �d'o s��ns x.11 p a � � and � J� uplift at point .
Design assumes � (flat Orientation) pavans at 0indicated, r�� � .1 r and referenced sty r� � rd ANSI/TPI
spacing , fastened t� truss T �'�'� -1 Od nails. 1'
LOAD CASE(S) Standard
Y
I
I
F
I
d"
0
1
p
a.
ob
Trus
1056 J--N-'�'T'---R-'EX13URG
ONO TRUSS
16 1
I
_�. Job Reference
. 0 S Jul 11 006 MFek Industry s,• jnc. Th Pa
gel
Fe
4
LOADING (psfl
TOLL 3&
•T D L 8.0
BOLL 0.0
DL 8.0.
LUMBER
TOP CHORD 2 X 4 ,SRF No.
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SFIF Stud
i
I i
o
TOO T ?
r ! o
Y
Y
- �....� ��• ���+ _.tea �. Y
2
� _ 7
SPACING -0-0
Plates Increase t15
Lumber Increase 1.1
Rely Stress lncr YES
Code IR0P100.
REACTIONS ([b/size) _ 61 7 f0-5-8 4 = /c�-,ri--
Max Hor-z =209 (load case 4)
M ax UPlf =-1 (dead case ), 5=_ 1(lead case )
PONCES (ib) - MaXII ILL OrTIpre sion/Maximum Tension
TO P C H 0 RID 1-2=0/89, - =-40 9.f7j, =-97f77., -5=-144/58
BOT C H ORD _ =-1201257
WERS 3-5=-300/152
! DEFL i n (Ioc) Udef[ L `d r
i N LAT
r a ' rt(LL) -020 2-5 >451 240
BC 0.58 rt(TL � -0 Ar-, - f T
20
E 0.14
(Matrix)
H rz jl-) 0-0o 5
BRACING
TOR H RD
E30T CHORD
SOU
n1a n/a
Weight: 32 lb
RIFE
1971144
Structural wood sheathing directly applied or &0-0 CC purlins, except end
Rigid ceiling direct lied or 10-0-0 cc bracing, eiis.
NOTES
1)Wind: ASCE 7-98, OMph; h=f TDL.8psf, BL.-4.ptF� ate �l�
vertical left and right expcs•ed Lumber [) L=1.33 late grip � ,1.33.
� p � e� ��e�; IA F able end���� cantilever left ��d right exposed
� � � �L , end
I ) Th is truss h as been ides ig ne dfair a 10.0 P sf bOtIOM Cho rd live load non concurrent
with inspection �� �t� e r I ��e ��� d� . � TF�� t�� requires plate �er Tie Count Method when t�� truss for qualityaSsu
ninspection.
�� �rv��d�
connection (by others) of trUsS to bearing f ate �b�le
th
Tf�r � � d epi �n ed �n ����rd� � with the �i International � � �f �-
standing 1 lb uplift at - oint and 1 I u p Iift at -o rr�# .
Residential Code Sections R502.11 .1 and R802.10,2 and referenced standard ANSIfTpl 1.
LOAD CASE(S) Standard