2012, 01-24 Permit: BU-12000169 Truss Calcs Job 1.Truss Truss Type Qty Ply
•
R1287554
Q1030 130 COMMON 1 1
L_______ 1 Job Reference(optional)
Lumbermen's Building Centers,Spokane,WA 99206-4220;Clint Browns 6.000 s Jun 17 2004 MiTek Industries,Inc. Wed Jul 14 07:36:26 2004 Page 1
5-10-8 10-5-4 • 15-0-0 19-6-12 _.�__ 24-1-8 .
5-10-8 4-6-12 4-6-12 4-6-12 4-6-12 5-10-8
Scale=1:51.7
5x7 MI120=
D
4.00 112 2x4 M1120:1
2x4 MI120 II
2x4 MII20 C 2x4 M1120%
B \\\ F
ij. \\
ij
i
i : „/
En li
ii
4x12MI120= J I H 4x12MI120=
5x9 MI120= 4x6 MII20= 5x9 MI120=
I 10-5-4 I 19-6-12 I ------ 30-0-0 I
10-5-4 9-1-8 10-5-4
Plate Offsets(X,Y): [A:0-1-6,0-0-21,jD:0-3-8,0-2-4],[G:0-1-6,0-0-2],[H:0-1-12,0-2-8],[J:0-1-12,0-2-8]
LOADING(psf) SPACING 5-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TOLL 30.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.41 H-J >860 240 MI120 185/148
TCDL 5.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.54 H-J >659 180
BOLL 0.0 Rep Stress lncr NO WB: 0.78 Horz(TL) 0.16 G n/a n/a
BCDL 1.0 Code IRC2003/TPI2002 (Matrix) Weight:168 lb
LUMBER BRACING
TOP CHORD 2 X 6 DF 1800F 1.6E TOP CHORD 2-0-0 oc purlins(2-9-3 max.).
BOT CHORD 2 X 6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing.
WEBS 2 X 4 DF Stud/Std *Except*
D-J 2 X 4 HF 1800F 1.6E,D-H 2 X 4 HF 1800F 1.6E
REACTIONS (lb/size) A=2659/0-5-8,G=2659/0-5-8 r.(<,
d�A� �ji/
Max Uplift4=-540(Ioad case 5),G=-540(load case 6)Max HorzA=-130(load case 8)
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Max GravA=2936(load case 2),G=2936(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD A-B=-7046/1326,B-C=-5526/1084,C-D=-5509/1182,D-E=-5509/1182,E-F=-5526/1084,F-G=-7046/1328 10243
BOT CHORD A-J=-1275/6434,I-J=-641/3967,H-1=-641/3967,G-H=-1182/6434
WEBS C-J=-1211/244,E-H=-1211/242,B-J=-1688/350,D-J=-469/2563,D-H=-467/2563,F-H=-1688/353 130 O
NOTES ,,, ,,Its �cli>`��S,
1)Wind:ASCE 7-98;85mph;h=25ft;TCDL=3.opsf;BCDL=0.6psf;Category I;Exp B;enclosed;MWFRS gable end zone;cantilever left and Nh. OF !C'
right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 1- C. ANC
2)TCLL:ASCE 7-98;Pf=30.0 psf(roof snow);Exp B;Partially Exp.
3)Unbalanced snow loads have been considered for this design.
4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added
to the bottom chord. to:C.AN0 ..
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify ' , WAS -
adequacy of top chord dead load. n, �1 ¢O OF ffj,� O/
6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality-- Ot 1\ek et; /''~x n�
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liv= oad 0"r... �'z r f f ;4-' O
1.
8)This truss is designed in accordance with the 2003 International Residential Code sections R502. '.�a R802.10.2 and re silt H
standard ANSI/TPI 1. f "1 —
ROBERT C. i' y
LOAD CASE(S) Standard ANDERSON It'
> ()4() w`r
-73 1 :Cr)
�� No, 15007 PE ,{FLU sS�ONAL���
O�s{/.CENs 00IP 7 44/ Illr�r
tiS'/Q�A � ** EXPIRES:01-24-06
July 14,2004
A. WARNING-Verify design parameters and READ NOTES ON THIS AEG INCLUDED MITEK REFERENCE PAGE ME-7473 BEFORE USE. 7777 Greenback Lane nimmem.
9
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suiteu 1
Applicability of design aramenters and proper incorporation of component is responsibilityCitrus Heights,CA,95610
PP ty 9 P P P P pgtoinsure
of building designer-not trussni designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the r
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ■■
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component M B Bek•
Safety Information available from Truss Plate Institute,583 Donofrio Drive,Madison,WI 53719.