HomeMy WebLinkAboutTRUSS SPECS 3 - 07-00235 - 585 S 4th E - New SFRJob
Truss
Truss Type
.x'152 B5 ' ROOF TRUSS
FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 ----------
1- -0 3-3-4 2-8-12
12-2-0
--
--0
7
F; nn Fl -9 .
--
It - 1116:0-3-8,0-2-0
Qty y- - o�a PETERSON
Jab Reference otional}
6.400 5 Aug 12006 MiTek Indunes, Inc. Tue May 01 16:15:00 2007 Page'!
1--
c
3x5 19 18 1 2 4x8 3x6 3x5 2x4 11 4X8
3x5 _ .4 II
l
--1
3-3-4 6-0-012-2-0 1 -4-0 24-10-11 31-5-5 36- -0
--4 --1 -11- --0 --11 --11 -=11
LOADING
(psf}
TCLI.
35.0
TCDD
8.0
6CLL
0,0
BCDL
8.0
0--1
SP -ACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
.ep Stress I nr YES
Code IRC2003ITP12002
CS!
TC 0.91
BG 0.80
WB 0.97
� (Matrix)
LUMBER
TOP CHORD 2 X 4 CSF No.1 &Btr
BOT CHORD 2 X 4 DF No.1 &Btr `Except*
6X4DIF Stud
VVFBS 2 X 4 DIF Stud/Std *Except*
EV2 2 X 4 DF Stud' W6 2 X 4 DF No.1 Et.rW' 2 X 4 DF o.1 Btr
W8 2 X 4 'DF No.1 &Btr
DEFL
in floc)
Ifdefl
Ud
Vert(LL)
-0.28 12-13
360
'rt(TL)
-0.49 12-13
>747
18.0
Hort(TL)
0,09 11
n/e
n/e
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (lb/size) 11=1501 /Mech nicalr=122/0-- ' 17=2233/0- g
Max Hors 2,201 (load case )
Max U plift 11=- 1 (load case ), --1 5 8 (load case 10 1 =-4 I d case )
Max Gray 11=1501 (load ease 1), = 0 Io d c , 17- (Io d case 1
PLATES
fT0
Weight: 191 lb
Scale = 1:73.0
i
i'
min
01
IIF
220119.5
Structural wood sheathing directly applied or 3-7-6 oc purlins,
pct end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at mid pt - 15, 9 -13, 9-11
FO 1h - maximum Compression/Maximum Tension
T P H R D 1 -2 =01591 - 3=-1771501, 3-4;7--22611015, 4-5=-218/1 1 05, 6-6.=-1 562/30 2, 6-7=---1 583/392, 7-8=-1 597/3731
8-9--2617/531. 9-10;---253/68, 10-11 =-239/88
130T CHORD 2-19=-421/131 P 18-19=-89101117-118-0/29, -17=- 198/4 ! 16-17=-8181237P 1 -1 --223/1286, 14-15=-36312231,
13-14=-363/2231, 12-13=-817/39981 11-1 =-810/3999
WEBS 3-19=-31/213, 17-19=-369/150, 3-17=-543/1301 5-16=-335/2203, -1 6=-56011615 6-15=-242-/290, 7-15=-1 59/770)
8-15=- 1150/357, 8-13=-511566 P 9-13=- 1 181466, 9-12=011 82 , -11=-3928/81
NOTES
1) Unbalanced roof live loads have been considered for this design.
Wird: ASCE 7-02; 0mph, h=ft; T C L-4. p f; BCDL= . p f; Category 11; Exp ; enclosed; MWFRS gable end zone;
cantilever left and right exposers ; end vertical lett and right exposed; Lumber DOL=1. plate grip DOL=1.33.
Provide adequate drainage to prevent water ponding.
4) Th is truss has been d es igreed for a 10.0 p f bottom chord live load no nco nurrent with a y other I ive toad-.
5)'This truss requires ,plate inspection per the Tooth Count Method when this truss is chosen for 'duality assurance ins eti n
Refer toird r
g e for true to truss oonneflon.
7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 313 1 b uplift at joint 11 F 158 lb uplift
at joint 2 and 453 lb uplift at joint 17.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1 and R802.10.2 and
referenced standard ANSUTPI 1 _
LOAD CASE(S) Standard