HomeMy WebLinkAboutTRUSS SPECS 1 - 07-00235 - 585 S 4th E - New SFRFRANKLIN TRUSS
515 WEST MAIN ST
JEROME, ID 8333$
Phone: (208)324-8161 Fix: (208)324-6973
Project: Block No. -
Contact!
jt,:
Name.-
Phone:
ame.Phone:
Fax:
Tentative Delivery Cate:
LUl IVU.
Office:
Profile.- I Qty. -I Truss Id:
07 002 3 5
585 S 4th EmAiitlieiia Homes
i
Deliver To.-
TODD
PETERSON
IDAHO BALLS, I4
Span;
�e�r r List
41
J152
i
05-01-2007 - 4-429;J2 r�
�
Account No:
Designer.,
Salesperson:
Quote Plumber:
Truss Type -'j pitch I LOH I ROH
6-6 15
Al 9C% r. r _ 6.00 1 - 6 -
1 1 -_
148 J. each
0.00
I8 -2-15
;
A2
129-4-0ROOF TRUSS -6-C)
I
144 lbs. each 000I
8-4-15
.29-4-0 ROOF TRUSS
12
1 b . each . nn
10-6
N.
r
I
29 lbs. each I
.,00 I
K w
--1
Bi 36-8-0 ' ROOFTRUSS; 6.00 1 - - 1 -
232 lb . each 2X412X6 2 Rows Lot Brace 0.0o
_ 1 o
B2 136--n
ID-nnCro1
178lbs,each 0. 00 1I
9-1 _1
36 - 8 - 0 I R_OOF TRU 6.00 I
1 - o
1 1b * a h Rows Brace
0.00
136-8-0 ROOFTRUSS 6.00174 _
1bs. each _ RI U. U U
102
B5
36-8-0ROOF TRUSS 6.00 0 - 0 -
As s
110-2..151 a
} _ E
SA
I36 - 8 - 0ROOF TRUSS
6.00 a
I__
- - - 195 Ib. eachL�t
�. race 0. oo I
,-�
P
`,k s 10-2-11
r. I B �
136-8.0 ' ROOF TRUSS6. 00
1-6-0 .0-0.0
I
1
I
I
K]
fil
UZ). _2 Rows Lot Bince 0,00
i
i7-8-13 . GABLE � - - 0 - 0 - 0
0 I%. each 0.00 f
G11 44-0 -0 ROOFTRUSS 6.00 1-6-0
285 lhs. each 2X412X6, ; 2 Rows Lat Brace O.n0
C dd . ni . ii
236 lbs. I 4 Rows Lot Brae o, o
10 10-15
44-0-0 ROOF TRUsS 6. 0 1- 0 a 1-6-0
PD -S-1 4 Flows L. t Bfac6 0.00
4
4 - - . RF TRUSSi 1 .. _
F0
.202 lbs1� 4 Rows t_a t B roc' 0.00 I
FILL -13
GABLE9. - 0 -
23 lbs eanh
�- - 0+00
1)2 -Ply
1- 6-
D1 146-0. ROOF TRUSSI6.00 1-6-0
332lb _ each I 1Row L
t Brace I u,00
10-10-3 DIIA
r
FT 6. 11-6-0
304 lbs. h fiR r .
46 12
. , - ROOF TRUSS
1 6.00 11-6-.0
280 lbs. eachRows t_at Brae: O. C)
C) -0-0
1-
—
1-
1-
M
M
J1;2
3a�4�as2s
J+DDY A
JOHN
Load By:
fi
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LL
FRANKLIN TRUSS
5'15 WEST MAIN ST
JEROME, ID 83338
Phone: (")08)324-8161 Fax: (2(1$}324-6973
Project: Block No�
Modes: Lat No;
Contact: S'r#e. Office.-
Name.-
Phone:
ffice:Name;Phone:
Fax:
Tentative Delivea Date:
Profile.- Qty: Truss Id-
I\k
LIM= Imi" . W1
To:
FRANKLIN POCATELLO
deliver To:
TODD PETERSON
IDAHO FALLS, ID
Span: I Truss Type.1 pitch J LOH
Deliver List
Job Number: J152
Page
Date: 05-01-2007 - 41-29:42 PM
Project ID: J152
Account No: 303490626
Designer, JO
Salesperson: JOHN
Quote Number;
M11
1
I 110- 1 _
i 1 6.00
7 Rows La Brace 0.00
I
s
40-0-0
T l
6.100 1-6-0 1 ,0
Flows Lt Brace 0,00
D
204 GOOF TRU 6.00 �1 - 1-6.0
lbs. Rows Lat Erase 0,00
_
1 -0-1
2 D4
187 ROOF TRUSS 6.00 11-6-0 �o_g_0
�l _,
2.Rows Lat Brace' 0.004 DS I i
112 - 0 - 1
36-0 0 �ROOFTRUSS6.00 13-6-0 o-0.0
e h
'3 Revs Lat race 0.00
i
I rDF I �L L 1-8-10
4-4-13 GABLE
9.37 10.0-00_0_0 i
- 15 lbs., each 1100 I
El '� ` ' � IF TSI —76--6-1 =
16.00 1 -0 1-_
239 l b, each 1 2X4/2.6 n nn
1
1
1
3
I
I
I
E
I
I
I
E
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- I
f F T MJ 6.00 11-6-0I. - 0
204 lbs. each
�. 0.00
_T� --10
E 38-0-0 ROOF T�
i. I _ _ I 1 6 _
4 Rows Lat Brace O.O i I
1
E4 28-
6.00 1 0 .0_,x_0
I Rows Lt Braeo 0.00
GABLEEFILL 7-8-7
19-8-13 9.37 0-0_ a_0_
11,E Ib. each0-00
i
6-0-0
I 1
LE -10.00 0-0-0 11 -6-0
_ lbs. each _ l 0,00i
IF2-1 -
I -1 - _ 0
37 lbs. each 1
0100
- 1 - .
16-0-0 . R F TR U } 10.00-
I1 -
0
0.00F
.
IROOFTRU _110-0-0_ 1
1 -� r
48 lbr>- each
0.00
"o - 1GABLE i1 -6-0 0-0-0
26 lbs. each _.
00
y v Iq
GABLE ri�0.11 -
0.00
19-8-0ROOFTRUSS
47 Ids. each 10.00 1--
0 � 1 -6-0
i '
0.00
F TRUSS 110.0011-6-()
1 lbs. each
0.00
1 _IROOFTRUSS--7
i'10-0-0 I
1 I 1
Load By. -
VnH1vnL114 1 KUbb
695 WAST MAiI"d ST
JEROME, Ifs 83338 �
Phare: (208)324-8161 Fax: (208)324-6973 i
Project:
Model:
Caniac# Site:
Name:
Phone:
■
Tentative Delive
Date:
Block No:
Lot
Ta `\
FRANKLIN OCATELLO
OfficesDeliver To --
TODD
PETERSON
J
IDAHO FALLS a ID
i� Delivery List -
� ,lvb Number: J152
Page; 3
Date: 05-(}1-2007 - 4:29:43 PM
Project ID: J152
Account No.-
Designer:
o.-
D i n r:
Salesperson.,
Quote Number:
303490626
J
JOHN
FRANKLIN TRUSS
515 WEST MAIN ST
JEROME, ID 83338
Phone: (208)324-8161 Fax: (208)324-6973
Project
Model:
Contact
Name
Phone:
Cf%%.#•
Site:
Date
Bloch
Lot No:
To:
FRANKLIN POCATELLO
Deliver To:
TODD PETERSON
IDAHO FALLS, ID
Delivery- List
Job Number: J1 52
� Page: 4
Date: 05-01-2007 - 4:29:43 PM
Project ID: J152
Account No: 303490625
w Designer; JppY A
Salesperson: JOHN
Quote Number:
Job Truss
.J152 Al
FRANKLIN LIN EUI LD1 UPPL , JEROME, I.D. 83338
W
-1-6-o
1-6-0 1--
1--0
5-9-4
Truss Type
ROOF TRUSS
11--0
1
--o
'1Y TODD PETERSON
1 !
;Jab �teference optional
6-400 s Aug 12006 Miiek Industries, fnG. Tue May 0116:14:48 2007 Pale 1,.
23-$-12
7x1 4=
--1
0-10-
14-8-0
10-
-- 1-_o
Scale = 1:56.6
--4
IAj -14 13 12 11 10 4X12
2x4 11
11--0
5x6 WB = 6x6
K wool
14--0 , 18-4-0
Pulte Of=fsets (X,Y)- [2,-0.0-10,E Lj:0-7 O P O--7 , : �-�O O--
ZLPB..O-O-lop
LOADING (psi1 -- 1EL
in (fo c)
T LI Plates Increase 1.15 TC o. LL d
o TSL 8.0 � Lumber Increase� � -0.28 1 � ��
1 A E 0.84 '' rf (TQ -0.46 11-1
BOLL 0.0 Rep Stress Inr NO W1
0.60
Horz TL 0,19 8 DL ,0 ! Wl Y T'J (Matrix)
BRACING
LUMBER
TOP CHORD 2 X 4 LSF No 1 kRtr
--0
C)
I/deft Ltd ' PLATES IP
9 360 MT20 220/195
70 180
n/a n1
Weight: 148 lb
1UPCHORD
Structural wood sheathing directly applied or 2-5-9 c
purlins.BT CHORD 4 DF No. 1 tr BOTCHORD Rigid ceilingdirectly applid r --1 obracing.EBS X 4 DF tudSld
REACTIONS (�b� r ) 2=279610-3-8r 8=2796/0-3-8
Max Hort =-(Icad case
Max H plift =-7 1(load case ), 8=-731 0oad case
' FORCES (lb) Maximum Compression/Maximum Tension
TOPCHORD 1-2=0159, 2-3=-524811251 r -4=-4734/1208, 4-5=-4472/117315-6=-4472/11733
1208 F 7-8=-524811252
8-9=0159
BOTCHORD -15=-1092/4559, 14-15=-109214559, 13-14=-961/419,8
1213=
-- 17141 11-12=-917/4198, 10-11=-996145591
-1 0--996/455
"EBS 3-15:=0/207, 3-14=-466/160, 4-14=-386'1358, 4-13=-1 90/68 5-13=-236/601 _
-386/1358
7-11=-4661161 P 7-10;--0/207 P
Y
NOTES
1 Unbalanced roof lire loads have been considered foo this design.
Wind: ASCE 7_02; 90mph; h:;--25ft,, TCI Lz .0P.sf; DL= , �f' Category 1.1; E � .
enclosed; MVVFRS gableend zone;
cantilever left arid right exposecl end verficsl I�� ��� right .�osed
Lumber ���-� _ �I�t rid DOL;--1.33.Provide adequate drainage to Prevent water ponding.
This truss has been designed for a 10.0 psf bottom chord live load non on urr nt with any other live loads.
5) This tars requires plate inspection per the Tooth Court Method when this truss ischosen for qualityinspection,surance
Provide mechanical conn tion (by others) of truss to hearing plate capable ofithstand n
uplift at joint 8. 1 lb uplift joint 2 ends tt
7 This truss is designed in a ord nwith the .2003 international Residential Code Sections R502.11.1 and R802.10.2 and
referenced standardANSI/TPI 1.
Girder carries hep end with 11-0-0: right side setback, 11-0-0 left side
setback, aand -0-0 end setback.) Hanger(s)or other connection ins hall b� provided sufficient t� support
concentrated load(s) 842 Ib down and 271 ib up at
9
18-4-0. and 842 lb down and 2711 Ib up at 11-0-0 on bottom chord, The d si r/ ie
responsibility of others. turf sFr�r�t�nis the
1 ) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or baBr
LOAD CASE(S) Standard
1) Regular: Lumb r I ncrease=1.1 5, Plate Incr .s -1.1
U n ifo rpt Loads (pig
Vert: 1-4=-86, 4-6--43(F=43), 6-9=-86F 2-14=-161 11-14=-154(F=-138),
-11=-1
Continued on
0
p
Job- _Truss _ � Truss Type Qty .. - Ply _ .—.
�J152 'Al 'TQDD PETERSON
ROOF TRUSS 1 I �
F RAhiKL1N BUILDING 5Uf'PLY, JEROME, I[]. 833381 — �---���J�b Reference o tronas �
6.400 s Aug 12006 MiTek d strias, Inc. 7ue May 01 16:14:48 2007 Page 2
LOAD CASE(S) Standard
I Concentrated Loads Ib
'Fart: 1=_8(F) 11 =-842(F)
9
'Job —. — .. ---
Truss _' Truss Type J152
A2
ROOF TRUSS
rFR C1 N_ BUiLQ-1 _NG SUPPLY, ,�ERQME, !Q. 83338 � —
I
7-5-4
14-4-0
1
1 I
-5-4 6-10-12 0 -8-0
4x6
0
Qty ply,-,—, _
TODD P
I
Job Reference(optional
6.400 s Aug 12006 MiTek industries, Inc. Tie May of 16:14:49 2007 Page 1
-10-1
0
7--4
Scale= 1:5.9.3
t- L_ QO-U
T I L
vR t s increase ea
IA5
TC 0.56
�
M 8.0
Lumber Increase
1.15
8C 0.60
B LL 0.0
Rep Stress I n r
YES
WB 0. 70
B DL 8.0
Cade IRC2003fTP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4
CSF
No,1 &Btr
BOT CHORD 2 X 4
DF
No.1 &13tr
WEA ' 2 X 4
CSFStud/Std
*Except*
4
DF No.1 Btr, W6 2 X
4 DF o-1 &Btr
REACTIONS Ib/ i. ) 2=1633/0-3-8o 9=1477/0-3-8
H0r -7--1 4 (load case
Max UPI i =- (load case 5)p =- 8 (Io case
"....,.../ F+ sir "U
rt(LL -0.14 -10 >999 360
Vertffl_� 0.27 9-10 >999 180
Hor TL 0.10 9 n1 n}a
BRACING
TOP CHORD
BOTCHORD
r'LK i t,� UKIP
TO 220'195
Weight: 144 Ib
Structural wood sheathing directly applied or 3-3-6 I
Rigid ceiling directly applied or 9-10- 14 oc bracing.
FORCES Ib - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/59,2-3=-26721491 3 -4= -18671372p4 -5=-1723/393,5-6--z-1545/398,6-7=-1717/39¢
8-9=-2693/503 =-1857/376P
BOTCHORD 2-13=-438/22565 t 11-12=-1 97/1 4
SEE3-13=0/283P3-12=-83112747
_, 1 -11 =-362/2279,-1 �=-.��
�11 47 -1 =— 140 t -11=-172/721 8-11=-869/29.8P -1 � -11=-4591
428
NOTES
1 ed roof live toads have been considered for this design.
Wind. ASCE 7-02; 0mph; hs 5ft; T DL=4. p f; 13DL_4. p f Category [I E
,ntilev��r lit �n right;p�� ; n� vertical J � p ; enclosed; F1 gable end n;
�. �r7� right exposed; Lu.rr��r LCL=1.33 plate grip DLI=1..
Provide adequate drainage to prevent water ponding*
4 This truss has been cfsi nee for a 10,0 p f bottom chord live load noncon urr nt with any
) This trussrequires plat inspection per the Tooth Count #I� other I��� loads.
� ��� tl�� true i �r�r� for quality assurance inspection.
e ) Provide mechanical connection (by others) of true to berin Pit -
upli at joint � � capable �f withstanding, 8Ib uplift t joint and 1L
7 This truss is designed in accordance with the 2003 International Resides
referenced standardANSI/TPI 1, tr l d sections 1 ' and F .1end
LEAD CASE(S) Standard
Truss
Truss Type
iA3 j ROOF TRUSS
FRANKLIN 80ILi7lNG SUPPLY, JEROME, ID. 83338
-1--
1--0
7-7-4
-7-
i
46 =
6.00 F1 —2
9
°1y IPlYJT0DbPETERSON --- --�i
12 1
u i Job Reference (optional)
6.400 s AugMiTek Indu t6es, Inc. Tue May 01 16:14:50 2007 Page I
7-0-12
-_0
7--4
Scale = 1:53,
11
3x5
-11-
Ham
10
3x5
e
LOADING (psi SPACING --0_
CSI T L L 35,0 [EPL in (ice) I/d fLid
Plates Increase .1 T 0-61 Vert(LL) -
0. 0 0
TCDL .0 Lumber r Increase 1.15 BC 0.61 Vert TL _.-
. BLL 0.0 tragi Inr SEs � �047 8� °�80
BCDL &0 Code IRC2003ITP12002(Matrix)
LUMBER_
TOP CHORD 2 X 4 DF No 1 PyRBRACING
tr
PLATES
I'T0
Weight: 121 Ili
4x6
GRIP °
220/195
. T P CHORD Structural wood sheathing directly applied or - -4 oc purlins,
�T CHORD, �E 1�. � qtr
%A[F-DCA 14uF rho- l btr Eept-
SOT H F C rigid neilin ��rmctl 1; 44
VVI 2 X 4 CSF Stud/Std, VV4 2 X 4 DF stud/#d
REACTIONS TION Obis ) =1 /0- - , =147711 'Iechan l
MaxH erz 2.1 load case
Max U paift=- 1 (load case ), =-9(Ioad case
FORCES (1b) - Maximum Cornpre iQnjMa: imUm Tension
TOP CHORD 1-=0/f -=-2625/498, 3-4.z-22771471, 4-5=-21351494t -_
-2151/51 1 P 6-7=-22941488t 7-8--2643/515
BOT CHORD 2-11=-446122181 10-11--z-189/1492, 9-10�-189/14929 8-9=-371/2238
W E3 -11=-6061292, -11=-`f 841814, 5-9--202/839 P 7-9=-61 91301
MOTES
1) Unbalanced roof live loads have been considered for
this darn.
Wird: ASCE 7-02; mph ` h= ft; T CSL=4.0 f; 1 L=4. p f, Cats II: E
ntrlecr Jf� a�� r��ht � ��d • �� rail '� � p F enclosed; �r ail crudzone;
r eft and right exposed'; Lumber DOL=1.33late r D L=33
This tress has been designed for a. 10. pf bottom lard lig Ind r� I� � '1..
4) This tri requires flat inspection ctiper the Tooth Count Method when
with a� other 1r loads.en this truss is chosen for quality assurance iris tic
Refer to gird r( for truss to true connections, � n,
i ) Provide mechanical connection (by others) of tris to bearingI�t� ��I� of
uplift at joint 8, � � withstanding 1 Ib upliftat acini 2 and 290 lh
This truss is designed in accordance with the 2003 International Residential
i referenced standard N I TP 11. de sectionsR502.11.1 and F .10.and
LOAD CASE(S) Standard
robiT�uss J152 AFILL
Frv,PWANLIN bUILUING SUPPLY, JE T, 16. &. r
I russ i ype
GABLE
MaT4
46 1
Qty ply
j
TODD PETERSON --
ob Referance (optior? 1
6.400 S Aug 1 2006 MiTek lndu:stries,Inr-. Tue May 01 16-:14:512007-
Page I
--
--.. .,%-r , , ZX4 1! 2x4 11
f LOADING
Lp5�
SPACING --
2-0-0
TCLL
35.E
Plates increase
1.15
TCDD
8.0
Lumber Increase
1.15
BCLL
0.0
Rep Stress Incr
YES
SCDL
8.0
Code IRC2003/Tp12002
LUMBER
TOS' CHORD 2 X 4 CSF No.l&Btr
BOT CHORD 2 X 4 LSF No. 1 &Btr
2x4 1
7-4-0
7-4-D
CSI I _
Tc a. a5
13c 0.01
WB x.05
{Ma#rix}
DEFL
in (loc) Udefl
Ud
Vert(LL)
nla - nla
999
Vert(TL}
nla - n!a
999
No2(TL)
cl. Da 7 nla
n!a
BRACING
TOP H R
E3T CHORD
PLATES
TO
Weight. 29 l
I
Scale _
GRIP
220/195
Structural wood sheathing directly applied or 6-0-0 o purlins.
Rigid ceiling directly applied or -0-0 �
bracing.
REACTIONS
f , 7=32/7-4-0, 7-4-0, 1 0=1 0317-4—Do = 1 03/7 -4 -Op _ _
Max Hort 1=-7(foad case=1--
Max UPA1 =-I 5(lead case )f _ 1(Joad case. 10„ 7(10 d rase 4), --1 load case e)
MaxraV" I -z4���,� ��, �'�-�laad `� 0-� 0=, � 1 � 1 �� (load ��, ---� ��Ir?dcase 6)
11 0 (load case ), = 1 1 0(ioad case 1 , -1 loa �+�y _ + y
FORCES lb - Maximurn COmpression/Maximum Tension
-2 —'-77156, 2-3= - 5 0/41 ,_-10/31130T CHORD 1-11, - =- 10/34, - =-5 141 6-7=-68/56
WEBS , 5-9=-93/21; 2,-11=-1671118,
11=-167111 , — �-167/1 1
NOTES
1) Unbalanced MOf l-[Ve leads have been considered for this design,
Wind: ASCE7-02; 4Itl 0m�h� hlft, ��L=�.�� f� ��L= �f,,
Category11; Exp ; enclosed; Fgable rd zone
cantilever �� a� right epced end vertical Ifs and right ;1,33 plate True designed far wind loadsin?
the plana of the truss
only. For � wind (normal GableEnd Det ij" to the face), sea MiTek
4) This truss been designed for a 10. 0 Psf bottorrl
herd live load nanoncurrnt with any other lig loads.
Thi's truss requires Plate insPGction per the Tooth Count thudGable requires continuoushen ��-
6
itruss is chosen for quality
bottom chord bearing, '� assurance inspection.
i ) Gable studs spaced at 2-0-0 o .
� Provide 1�1�i�ca� connection �h ��kh�r �f true t
�', 1b uplift # joint 1 � � h�In� flat capable �f withstanding � !t� u d
, 1 1' Ib uplift t joint 9, �I 1 I aft ft at �trlt , 1 �bIlft atir�t
at joint 11 and 1 Ib Wift at 'pint 8.
This truss is designed in accordance with the 2003 International`
referenced enced tarda rd ANI F' 11. id�r�tia� Code ton R502-1 1.1 and F 0 .10.
and
LCA CASE(S) Standard
L
Flo—b� ! Truss 7f Type
1J152 ' f ROOF TRUSS
-FRAWKLfN 6{JICQ1N6SUPPLY, JEROME, ID. 83338 I —
co
i
4-7-3
6.00 F1-2
W
,Qty
1
Ply TODD PETERSON �. _ —�
�r 6
Job Reference (o t_�
6.400 U 1 2000 iT industries. Inc Tue M ay 01 16:14.53. 20-07
.
r
� 25-8-0 s 30-6-8 33-2-0 36_0-0 _ i
3-8-0
6
6X1 0
01rilroll
-7-
- -0
�-s-o j
Scale = 1:69.5
—' C- 41 ZI Zu 1
2x4 11 4x6 5x8
I'
48
=
18 17
4x8
5x8
1
4
14-8-0
.. _ 0 - --0 3.0--3
5-5-11 j4-10-8
Plat �..
:—— 0— 1 {'0 [12:9- -10,0-2-11d2 0 1,0 �O, - �3- �8�1 0 �-&
-2-F]3 [9:0-7.0 0-3-
LOADING(psi SPACING 2-0-0
CS1
� EFL
I TALL Plates Increase 1 rr•I 10 I'lfl L}d
T 0. `fieri LL
T DL 8.0 � L�rr�n bar � ares 1. � Vert(LL) -0,34 17-19
BLS �. � � e �� I (TL� -0-58 17-49 �
Rep Suess .I nr 0 13 0. 0
DL .0 Hor (TL 0.1 1 n a n1
Code I . 003fTP1 00 (Matrix)
15 14
1 Q1 0 z--: 2X4 I P
5x6
5X6
3 —— —8—
FOLATES
TO
--0
RIFE
220/195
L �� eight: 233 l!
TOP IB RD X DF Io.l Dtr BRAC17NG- _
BOT CHORD 2 X 6 CSF SS T F" CHORD Structural woodsheathing directly applied or �1- -1 c
BOTCHORD Rigid ceiling directlyply � pa.rrrlr�s.
� DF Stud/Std *Except* � p�Ii��i ��' �-� --� +� bracing.
X DF Stud, W13 4 DF Stud rid. 7-210 10-16
RE TIO lb/size) 2=240410-3-8, , 1 =4047/0-.4- In uta 0-3-8)
Max Horz 2=121(lo-ad case )
Max Uplift. --- (load case ), 1 =- (f d case
FORCES (1b) - Maximurn Compression/Maximum Ten fo
TP !-ARD 1- 164
-_-4013-4=-3979/783p�
-=-3/97a -=-3475/7806-7=-3470/776, 7-8=-4668/1079
8-!9=-466711079P 9-1 Ozz-5089/1148, 104--1 '
BOTCHORD -3--700-3=-�33r 1-�.00 -
�'_
-73214450P 19-20=-73214450
17-18=-73114450 o 18-19=-731/ 50
WE8S F 16-17=-812/4545, 15-16=-1444/7030, 14-15=-1437/6965, 12-14=-1437/6965
' =- 3 OO F -17=-447/1 0,9-17=-37/213p -10=-362/1678 =-1 7-19=0/98P
_ { a 1-0 OOr 10-•t5=-5301401~
NOTES
1 Unbalanced roof lire loads have been considered for this design.
4.Op f 1 D L= . psf-, Category 11; Exp ; ril ed- MVVFRS
Keeen
zone:nii left right pnsd rd vertical I and right Lum b�� �_� . 3 pig# trip �L=1..Provide edq��� drainage � p�e�� �#�ponding.
This tress has been dined for a 10. 0 pf bottomchord' live load rtonncurrent with any other live loads,
) This truss requires Plate inspection per the TenthCount Method when this truss
I for quality assurance inspection.
6) WARNING: Required beaning size tion 1 reg #�rinput size.)rp m da�il connection � others)
of true to bearing
upilift at joint �1plate capableof Jtl�star�dlr� !b uplift at joint and
� lb
i truss
) This designed in accordance with the 03 International
referenced standard ' I/TPI 1. sider�t«t CodeF 02,1 1.1 �� R,8022 .10-
and
Hanger(s) or other uonnection de
(shall be provided su��r�t #� s����rt �n�tr�tad I�ad s
a 30-6-8 on Motto hor�l. T�� dpi �� I tion �f � connection () 7 Its down and 577 Ib up
on day
1 0) Ir••� theLOAD E(S) section, loadsapplied to thefa� is tl�� responsibility �f O�h�r,�.
�f the fru ars noted as front For back (B)*
LOAD CASE(S)S Standard
1 Regular: Lumber Increase= 1. 15,Plate Increase=
Uniform Loads (pl
Vert: 1-6=-86, 6-7=-86, t - =- , 9-13:=-86, 2-12=-16
L o��,nuqg on a
0.
Job 'Truss Truss Type
J152 I BI ROOF TRUSS
FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 15z ---2447(F)
Qty Ply TODD PETERSON � --
Job Reference 0 bona!
6.400 s Aug 12006 Mitek Industries, Inc. Tu, e —May
01 16:14:53 2fl07 Page 2
JobTruss
Type
FRANKLIN BUILDN SUPPLY, JEROME,
,FD. 83338
co
a
'it
CD
7-6- 7-5-4
7--4
I ROOF TRUSS
i
14-4-0
LN
--0
Baty Tfy TDDa PETERSON
a
Job Referencea iional
6-404 s Aug 1 2006 MiTek Industries, Inc. Tue May 01 18:14:54 2007 Page
-4-0
6x6
2--12
-10-1
,2-
-'- 1
Scale = 1:691P
F 10 1 14 13 12 5x6
2x4 11 3x6 4x8 2x4 11
48 -
0
7-5 14-4-0
22-4-0 2--12 --0
Plate Offsets(X Y6-10-12: -1- 1, Edge], 10: -1,1 Ed
LOA. »a
DIN (psiTCLL 35.0 SPACING 2-0-0 l
DEFL in (loc) I/defl L/d
T DLPlates Increase PLATES GRIP
T 0.65 Vert LL -0.2013-16
0 Lumber Increase 1,1 lT20 2201195
B LLReptrs Ir Vert( -x.40 1 - � 999 180
.BCDL 8.0 Code I0�I(Matrix� I
LIMB E ,_
_L_Weight: 178 1b
T AFI BRACING i
FAD 2 x 4 DF o,1 .Btr
BST HI iV.1tr TOP CHORD Structural wood sheath directly applied
BOTCHORD Rigid ��r� �� d or 2-.7 opurlins,
i EB 2 X 4 DF o.1 Btr Tx pt � directly applied or -2-1 oc bracing.
1 2 X 4 DF Stud/Std, W3 2 X 4 DF Stud/Std
WX DFtud/td � �F tuft
REACTIONS O bI i ) 2=2002-/0,3-8, 10=2002/0-3-8
Max Hort 2=11 (lad case )
Max plift21(loa 1 case ), 1.0--z-431 (load case
I
FORCES (I - Maxirnum COMPression/Maximum Tension
TOP° C H ORD 1-2=0/59,2-3=-3473/594,3-4=-26651464,4- =-
8-9=-26651464,
��'ty }� �/°�'Y� 1 +*� .5-6=-2281/49C,
-7�-228 1 /49a' 7-8=-252314851
- =-25231485 B
BOT HOOD 2-17=-513/2968 16-17=-513/2968
15-16=-253/2361. 14-15=-253/2361i 13-14=-253/2361
WEBS 10-12=-397/2968 2968111
6-16=-437/133t 6-13=437M p7-13=-67/640, 9-13=-811/281. i
0
h
OTE
1 U n ba lanced roof live loads have been considered for this de
sign
til. �r 0rr�ph; = ft' TCL=p�; BCD1..�l4.pf; aft �I; �,� t
er left and right exposed; end' vertical left and r enclosed; F gablerid zone;
right exposed; Lumber` DOL=1. plate grip DOL=1. .
�r�i�� adequate �r�ir�� t� prevent terponding.
4 This truss has been designed for a 10.0 f bottom chord We load
nonco carr nt with any other live loads.This truss requings plate inspectionF r the T oth Court Method
when this truss is chosen for unlit assurance
) Provide ehar�ica f connection bnth � inspection.
others) of truss #o bearing plate capable of withstanding
uplift at joint 10. 1 Ib uplift t ��i�t �� 1 �b
This truss is designed in accordance with the 00International Residential Codea taor� 02. 11 � 1 and R 02. �1 0. an
r
i LOAD CASE(S) Standard
e
a B
INSsType --
J152 63 'ROOF TRUSS TTy TP y TTODD PETERSON
,
FRANKLIN BUILDING—[
SUPPLY, JER :ME, ID. 83338
$K'20:
I_n r_ n
2x4
3
.i A �f A rs
3x6
1
3x5
6.001 12
s �
- Job Reference o tion J
6.400 s Aug 12 006 IIT k Industries, In C. Tue May 01 16:14:55 2007 F 1
1_4.0
6x6
5X6
17 16 15 1
3x6 3x5
4x8 — 3x6 _
-1-4 8-6-121-
-
Lo
I.I i
TOLL 2-0-0 I EFL
,' Plates I areae 1.15 l
TCD L ,0 Lumber Increase 1.15� Vert(LL)
BOLLE 0.57 e(TL)
ep Stress I n r F
.B DL 8.0 Code IRC2003ITP12002, WB 0.24 Horz(TL)
Y
,LUMBER
7--1
nr% r
3X5
3x6
1
3x5
9
2x4
10
010110
0 1--0
Scale = 1:74.5
5x6 —
Y
1 _ -
In l I/de l Ud PLATES .IP
-0.20 1 -1 360 MT20 220/195
-0.40 13-15 180
O! 14 11 n/ . n1a i
i TOP CHORD 2X 4 DF No.1exBtr BRACING
BOT CHORD 2 X 4 DF No.1 &Btr TOIL H J
'WEBS 2 X 4 DF No.I &Btr *E pt- BOT CHORD
EB
'1 2 X 4 DF Stud/Std, W2 2 X 4 DF Stud/
Std, W8 2 X 4 DFStud/Std
i
X 4 DF Stud/Std
REACTIONS Ib/size) _2002,0,3-8, 11=2002/0-3-8
Max Harz =1 (load case
Max UplM2=-4 0(load case ), 11=- 0(ioad Case
Weight, 194 1b
Structural wood sheathing directly applied or 3-1-14 oc purlins.
Rigid ceiling directly a lied r - -
�� 11 oc bracing.
1 Row at midpt 5-16, 7-16, -1
FORCES (fb) - Maximum COMPressionlMaximurn Tension
TOP CHORD 1-2=0/;59
- =-30191620� - �10-- 1321608, 10-11=-3496 '664, 11-12=0/59 '
BOT H .I D 2-18=-60713006, 17-18=-413/2472F 16-17=-413/2472,
7j 1 �} _
1-1 --47010,
E -1 =-456122815-18z---85/541,5-,16=-80012941.V # -1 =- 6 ""��, ,7i - �} °� �— r 7-15=-1681646P
1 =-1 681646 k ` d5=-8 51,
8-13--8615431 10-13=-4551228
DOTES
1) Unbalanced roof live loads have been Mn idered for this design -
2)
Wird: ASCE 7-0 ; 'mph; h = ft -T DL= .Op f B L-� 8pf;
Category II. F
cantilever left and right exposed ; end vertical left and right a � = enclosed � FF gable end zone-,
8) Provide adequate drainage to Prevent water exposed; L�rrr��r � L-�1. ,plate grip DOL=1.33.
p �r�drng'.
) This true has en designed for a 1 c)_0 psf bottom chord live lo
T�� tri r�ui�r� plata inspectionr the T d rlor�ncurrrlt with any other lira loads.
Tooth Count Method when this truss is ha rt for
quality assurance
lnption_Provid rahrial connection bothers) if truss to bearing plate apabl�� withstanding l� ��li��tj�iuplift t joint 11. rt
2 and 450 lib
7) TNs truss is died in accordance with the0F
�r�t�rn�.t��r�al Residential �1 st��r� �,�.11 ! 1' n� �
r feren d standard NSI TPI 1. .1 and
LOAD CASE(S) Standard
Job Cuss a —0
Tru s Type . .
° �Qty Ply!TODD-PETERSUN1 B !
ROOF T SS i
F_FR"__ANK_L1_ N BUI LDII PPL T JEROME, ID. 83338I Job Referen�tr�r��i
6.400 S Aug 12006 M71Tek Industriesr InG. Tie May
-5-11
12-4-13
5-1
-4-
18-4-0
5.Q0 12 6
4--
-1 1-
-8-0
1-6-0
Scale = 1:68.8
--
10 15 14 13 12 5x6
3x5 3x6.— 4x8 3x6 3x5 —
7--1
:..Plate Offsets M, : -1;1 1,Edt[10:0,1-11 �d -
LOADING (p
TALL SPACING--
SSI DEI L in (Ioc)
TCDL 8.0 r Fria# Increase 1,15 T
Lumber Increase 1, 1 E C 0.58 Vert(TL) -0, 12-14
6 LL 0.0 Rep Stress I ncr- YES WB 0.31
B.L ,� �� I�orz(TL0.14 ID
II 0 �'TP120 (Matrix)
.LUMBER
TOP CHORD 2 X 4 DF 1o.I Btr BRACING
.: e.
l/deal Ud FOLATES
>999 360 MT20
>999 180
n/ n/a
Weight., 174 lb
T
GRIP
220/195
r
BOT CHORD 2 X 4 DF No.1 Btr T F H I D Structural wood sheathIng directly applied or -1-5 oc purlins.
E T II I D Rigid ceiling directly applied r--
1D CSI= Stud/Std *Except* ��' � br-e��r�.
77 �+f��/ L}''�, /]��'�{yj ��y{��j �E^ �� 1 Fir a� idt5-14,7-14 .
JF � DF I Y 9 l 7..ri B #r, 4 X 4 D I� I y. l Yk Bt P
W5 2 X 4 DF iso. l Btr
REACTIONS (lb/size) =1998/0-- , 10=200610-5-8
Max Hort=143(laad case
Max plifit =- load case ), 10=- (Io d case
F=ORCES (Ib) - I its umompr ion/Maxim m Tension
TOPSID 1-2=0159a -_-51668o --=-3093/0 -_-74/1 P 5 -6= -2179/494F
6 -7=-2179/495p
+19 `
Bi9=43072/5967 -10---34441660, 10-11=0/59
BOTCHORD 2-16=-614129869 15-16=-40912420t 14-15=-409/242OF 13-14--7-309124111 12-13=-30912411, 10-12=-462/2950
NOTES
1) Unbalanced roof live loads have been considered for this design -
2) 'inrii: �rrP!�
E �t 90mph; I�=�t; T DL=. 0 f- �
� , ��L�4�,pf; Category I I, Exp ; end; MWFRS gable endzone�
cantilever` i t't and right exposed ; end vertical left and right exposed' Lumber � f
This trusshas been designed for a 10, 0 pf bottom I��rd lig L�1 �� ,�I�t� r�� fit_=1..
4) This a l ad r� r� Prrar �r 1 any other l lads
truss requires plate inspection per the Tooth Count Method when this r
) Provide r'nI�aniai connection (bothers) f arra. to truss � I��n ��` ��lit assurance �����ti�r�.
��ar`ir-� �I�t� capable �°� withstanding � IIS uplift at i�ir�t �n
uplift. at joint 1 o4 � d 456 Ib
Th.is truss is designed In accordance with the 00International
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
0