HomeMy WebLinkAboutMULTI DOCS - 06-00430 - 171 Birch Ave - AdditionP
9
06 004-3O
171 Birch Ave -Nielson Addition
POWER Tc► PERFt7RM.,
Re: 11082-07
XRyan Nielson -Girder
The true drawing(s)r.rendlhave fav been prepared bNf MiTek Industries,
ba -sed on the mature provided by BMC Wes-t-ldaho 'Falls,
ID.
Pages or sheets covered by this .l; R27334123 thru R273`3`4123
My license, renewal date for the stag of Idaho is
0.P�
a
ONAL
�R�C/2�
12
F
r
ro\�-P
August 31, 2009}
s
M'I"'Tek Industries, Inc,
7777 Greenback Leas
Suite 109
Citrus Heights, CAF 9561
Tel phone 9 16/676-1900
Fax 916/676-1909
F RE
direct r sign
December 4,2007
Tl*ngey, Palmer
The seal on these drawings indicate acceptance of Professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular budding is the
responsibxlity of the building designer,. per ANS7,'TPI-2002 Chapter 2.
Job
11082-07
Truss
1 GD
BIVIC WEST (IDAHO FALLS), IDAHO FALLS, 1D 834.0
7-1
Truss Type
H 0 VE
Qty F1
i
1
- 13-1-8 19-1-14
5x 1,31 M 1120
—
C
-0-6
ran Nielson -Girder
21 Job Referent ticnal
.020 s Nov 9 2007 M!Tek Industries, Inc
R27334123
Mon Dec 03 11:14 -Si 2007 Page 1,
26-3-0
7-1-2
Scale = 1.45.8
5.00
S M 112 D r
3x8 x.+'111 Q
B D
A
L f C3
1 O M 1120 H
�_1-
I
4x12 11 0 11
-0-6
G
12x2 M I I 0 _
F
4x12 M11120 i
late ff et j,:.
L :U- 4 -IIS E
t- - -1,
Eclcigj
0-10-0,L_dge
LOADING
(psi
SPACING
2-0-0
CSI
DEFL
in
(loo)
I/dE!fl
Ud
T LL
35.0
Plates Increase
1,15
TC 0.62
Vert(LL)
-0.40
F -G
>783
360
T IAL
7.0
Lumber Increase
1.15
BC 0,67
Vert(TL)
-0.63
F -G
>489
240
BOLL
0.0
Rep stress Inr
NO
B 0.88
Hor(TL)
0-18
E
n/a
n/a
BCD L
7.0
Code IRC2006ITP12002
(Matrix)
nld(LL)
0-23
-H
>999
240
LUMBER
TOB CHORD 2 X 6 L L Truss Grade
BOT CHORD 1.5 X 9.5 L L True Grade
WEBS 2 X 4 BPF Stud/Std ""Except*
C -G I _ 5 X 9.5LBL Truss Grade
'SEDGE
Left, . B P No.2, Right, 2 X 8 SYP lo.
REACTIONS Ob/size) A=1346310-5-8, F=13463/0-5-8
MaxHarz A =72(L )
Max U plift A -33 5(L ), E=-33 (L 6
FORCES (Ib) - Maximum Cornpres ion/Maxi mum Tension
TOIL` H RD Ak-E=-2686316698, B- =-2373215974, C -D=-23732/ 974. D -E=-26863/6699
BOT CHORD -H=-6083124320, -H=-6033/243 0, F, `-6012/24320., E -F=-6012/2432[)
BRACING
TOFF H RD
B+ T H RD
WEB B -H=-72112916, C - G=-16,78/67551 D -1-=-x'21 /2916, B- =-2853/81 , D- =-28,531818
26-3-0
7-1-
I
PLATE
M1120
M1i off
Weight: 476 lb
12x20 PA 1120H
RIP.
187/144
160/128
Structural wood sheathing directly applied or -4-14 oc purlins.
Rigid oerl'-Mg dimly applied or 10-0-0 oc bracing.
NOTE
1) Spacial connection required to distribute top chord loads equally between all plies., TRUSSES IN THIS ,JOB
2 -ply truss to be connected together with 10d (0. 181' 3") rail's as. follows: ATTIC ACCESS LOAD D RIOT CONSIDERED
Tap chords connected as follows- 2 X 6 - 3 rows at 0-2-0 oc, (0 P F 24INVVX4 "H)
Bottom. chords connected as follows. 1.5 X 9.5 - 2 rows at -0-7.0 oc,
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 1.5 X 9.5- 2 rows at 0-9-o oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply
connections have been provided to distribute only loads noted as F) or �8 , unless other se indicated,
Unbalanced roof live loads have been consid-tired for this design.
Wind: ASCE 7-05; 0mph; h= ft; T [ L=4, psf: E DL=4. psf- Category 11 Exp ; enclosed; MVVFFZS (low-rise able and zone,
�q
cantilever left and right exposed ; Lu mber COO L=1. 33 plate g ri p IDOL= I _ 33 _
This truss has been desi red for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_
7) All pintLas are MT20 plaWs unites* other 5e, indicated,
Provide anti h.ani cal con ne ion (by others) of truss to bearing plate capable of +withstand i ng 3365 1 b uplift at joint A and 3365 1 b u plift, at
joint E,
This truss is designed In accordance with the 2006 International Residential Godo sections R502,11.1 and R502-10.2 _10, and referenced
standard ANSI/TPI 1.
1 Girder carries tie -i n span(s). 4-0-0 from 0-0-D to 26-6-0
11 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10786 lb down and 2735 1b u p at
13-1-8 on top chord.. The designYsol ction of such connection device(s) is the responsibility of others.
i 4 r
AR G - Verify design pa rameters and PLEAD NOTE -0 " THIS D I ' ED T'ZK REFERENCE pAGE Agr 7473 _6 E UiSR.
Design valid for use onr� v th MiTek conn-ectors, 'chis design Is based only upon paramefem shown, and is, for an indi:viduaI buil-cie)g compane -7t.
Asppllca ility of design paramenters and p pop er incorporotion o: component is responsibility of buildMg designer- not truss designer. Braying shown
is for lateral support of individual web members Orly. AddIti nal temporary br'ocing to insure 5tabi[ity during construction is the raspons billity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the binding designer. For general guidonce reg rd'inq
fabicailon, quality central, storage, deliver/, e� rection and bracing,consul# ANSI/TPI I Quality Criteria, DS8-89 an -d B fl Buildar~g omponent
Safety Information ava lable from Truss Plote Institute, 5 n FriDrri/ar odison, Wi 53719_
December 4 3 200
MiTek'
PC WJZR rr1 FrTR F1P RM
7777 re -a n b k Lane,
kI Heights, GA, 95(
JN
Job
11082-07
Truss Truss Type
1D HO's
BMC 'EST (IDAHO FALLS), IDAHO FALLS, ID 83402
LOAD CASE(S) Standard
1) Regular: Lumber Increase: 1.15 r PIate Increase=1.1
Uniform Loads (ply
Vert: -E=- 4 (F=-528), - =- 4, -E=- 4
Concentrated Loads ([b)
Vel. C --10786(F)
)n- -rrd r
Job Reference (optional)
7.020Nov 9 2007 MITek industries, Inc.
wAJzMWG - Verify design parameters and READ NOTES ON TSS AND INCLUDED WTEK PEFERLrArcz pA E Agr 4-73 BEF(>RZ USF,
Design valid for use only Wth M[ -Tek connectors. This design i� hissed only upon parameters shown. and is for an individual building ccmponent.
Applicability of design paramenters and proper Incorporotion of component is raspon:sibility of buiifding designer - not truss d es[giner. Bracing shown
is fo r laI bracing y d
erector. e � � d i � �� I rt ofIndividuc �, n � nt I� web rig �r�l� �r �or� I t Ad�Jiticna I ter-r� �r� I�r�� ire to insure stability �I ur�r��: Construction is the rspa r�� bill!i t of the
erall structiure is the responsibilityof thebuilding designer, For general guidance regcirding
fabrication, quality control. stp rc g e, de very, er+eation and braairt9. consu If N I/TPI 1 Quality I eria, DSO -891 and B 11 BuildingComponent
af* Information available from Truss Plate Institute, 583 D' ncoTio give, ad[sonr WI 53719.
827334123
Mon Dec 03 11:14-31 2007
MiTek
PQ$VCIZ TG lmEfFGFtl►k'
7777 Greenback Lane, Suite 109
Citrus Hain ht_ CA 9;�G 7 n
Page
a '
Pry
Ryan haler
2
)n- -rrd r
Job Reference (optional)
7.020Nov 9 2007 MITek industries, Inc.
wAJzMWG - Verify design parameters and READ NOTES ON TSS AND INCLUDED WTEK PEFERLrArcz pA E Agr 4-73 BEF(>RZ USF,
Design valid for use only Wth M[ -Tek connectors. This design i� hissed only upon parameters shown. and is for an individual building ccmponent.
Applicability of design paramenters and proper Incorporotion of component is raspon:sibility of buiifding designer - not truss d es[giner. Bracing shown
is fo r laI bracing y d
erector. e � � d i � �� I rt ofIndividuc �, n � nt I� web rig �r�l� �r �or� I t Ad�Jiticna I ter-r� �r� I�r�� ire to insure stability �I ur�r��: Construction is the rspa r�� bill!i t of the
erall structiure is the responsibilityof thebuilding designer, For general guidance regcirding
fabrication, quality control. stp rc g e, de very, er+eation and braairt9. consu If N I/TPI 1 Quality I eria, DSO -891 and B 11 BuildingComponent
af* Information available from Truss Plate Institute, 583 D' ncoTio give, ad[sonr WI 53719.
827334123
Mon Dec 03 11:14-31 2007
MiTek
PQ$VCIZ TG lmEfFGFtl►k'
7777 Greenback Lane, Suite 109
Citrus Hain ht_ CA 9;�G 7 n
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0600430
171 Birch Ave -Addition
REScheck Software Version 3.7.3
Compliance Certificate
Project title: Nielson Family Addition
Report Date. 08128I06
Data filename; G:11jrn.rcEc
Energy Code:
Location:
Construction Type:
Glazing Area Pert enta :
Heating Degree Days:
Construction Site:
171 Birch Ave
Rexburg, ID 83440
2000 IECC
Rexburg, Idaho
Single Family
19%
8693
nrint:
J. Ryan& Carla Nielson
171 Birch Ave.
Rexburg, ID 83440
(208) 356-7429
nielson7429@msn.com
Designer/Contractor:
J. Ryan& Feria Nielson
171 Birch Ave.
Rexburg, ID 83440
(208) 356-7429
nJ l on 74 @re n, c
Ceiling 1: Cathedral Ceiling (no attic): 567
all 1; Wood Frame, 1 61T o.c.: 160
Door 1: Glass: : 0
Wall : Wood Frame, 16" O.C.:278
Window 1: Vinyl Frame:Double Fane with Low -E: 20
35.
18.0
0.0 1
.
0 9
0,450
0.0 '1
0.350
'window ;
Vinyl Frame0ouble Pane with Low -E:
20
0.350
Wind :
Vinyl Frain : Doubfe Pane With Low -E:
8
0.350
Window 4:
Vinyl Frame. -Double Fane with Low -E:
8
0.350:
Window :
Vinyl l Frame: Double rune with Low -E:
11
0.3-50
4
Wall : Wood Frame, 1 " O.C.:
160
18.0
1
Basement
Wall 1 * Solid Concrete or Masonry:
160
+13.0
0.0
10
Basement
Wall . Solid Concrete or Masonry:
1 0
13.0
0.0
10
Basement
'kali : Solid Concrete or Masonryd
209
13,0
0,0
11
Window 6r
Vinyl Frame -,Double. Pine with Low -F:
16
0.450
Window 7:
Vinyl Frame0ohle Pane with Law -F:
16
0.350
Furnace 1: Forced riot fir: 85 AFUE
ComplianceStatement- The proposed building design described here is consistent with the buildinglar specifications, pa�fiationa and other
Inul ti ns submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in
REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Builder/Designer
�r., o:.?•.,...,•rs.+e.�a?ara�'r-AA
duaf:r+ecnr.,nYx�?-?rt'+:d�si?Y .=aa-#rs'Gkdxas,
Nielson FaraiI Addition
rT
Ulf
Company Name
AUG 3 1 2006
fob - - Truss
Iw-
r
13I -,IC k rE T (IDAHO FALLS), IDAHO FALLS, I'D 8345-2
Truss Type
,COMMON
F
Qty
Ply N I ELN -ADDITION 1
� > 1
6.200 s Feb 212005 MiTek Industries, Inc` Wed Aug 23 07,23.1 2006 Page 1
11 1 '0- 13-1-0 I 17-1-11 21,2- -0
Mi M11201
E
4-0-11
Scale 7.4.5
4-11-
L
K
J
I H
N
6x1M1120— _
3x6 IVI I I 0' 1
74 M1120— 0=
1 i 11 0 T
7x8 IVI I I 0= 3 1.±111.0 l 1
11 0
6x18 M1120-
_ -x-01, [E:0--0,--8,jF:--12,0-1-§;0-0-,0, JH:0--1 -1[ :-- ���: 1 1 f - - - - [L -.0-3-12o0-1-81
Plate et r ,L
LOADING (psf
SPACING
-0-0
TOLL
35r0
Plates Increase
1.15
TCL
7.0
Lumber Increase
1.15
KILL
0.0
Rep Stress I ncr
NO
BDDL
7.0
Code IRC2003ITP12002
LUMBER
TOP CHORD 2 X 6 DF 180OF 1.6E
BOT CHORD EBF SS
�VEBS 2 X 4 SPF t ud) til *E eepr
3 2 X 4 SPF 165OF 1,5E
1 2 X 4 SEF 10F 1.5E.
2 X 4SPF 16 F1.5E
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4-0-1
oc purlins.
BOT CHORD
Rigid eel ling directly applied or 10-0-0 oo bracing -
RRA TI N (lb/size)
9413/0-5-8
_-
Max Horz
-101(load ease 6)
Max Uplift
_ -231 (load case 5)
-2313(load raw Q)
FORCES (1b)
Max1imu m Compress-lon/Maximurn Tension
TOFF CHORD
-B
-1864V4569
B- =
-1586613903
_D _
-12 O +'3117
D -E =
-12602/3117
E -F =
-15866/3904
F -G =
-18541/4571
BOT CHORD
_ -4166,11106
= 'I =
-4178/16791
L -M _
-4178/16791
-L =
-4178/16791
J -F _
-3571114598
1-1
-3470114598
H-1
4079116791
H -N _
4079116791
-N =
-4079116791
WEBS
> -L
-641/2716
01521=
CSI
TC 0.54
BC 0.97
E 0.82
(Matrix)
-
- -980/3964
D -J
= -2209/8979
E-1
_ -980/3964
F- H
-642/2716
B -I
- -25471694
-J
_ -416611106
E -J
_ -4166,11106
F-1
= -25471696
NOTES
1) -ply truss to he connected together with
0.131"x3" Nails as follows:
To p chords connected as f al lows: 2 X 6 - 2 rows
at 0-9-0 0C.
9 ottor n chords cc n netted as fe I lows: 2 X 8- 2
rows at 0-7_0 ec,
Webs connected as felfiv: 2 X 4 - 1 roar at
0-9-0 0c.
All loads are considered equallyapplied to all
plies, e oept if notedas front (F) or back (B) face
In the LOAD :5F-(3) z3ecLioFi. Ply to pier
connections have been provided to distribute only
loads noted as (F) or (8), unless otherwise
indicated~
Unbalanced roof live Ices have been
considered for this design-
4)
esign_4) Wind: ASCE 7-9$; mph; h= 5ft;
T D L=4. psf B DL= 4. psf; Category 11, Exp Q
enclosed; MWFRS gable end zone; cantIlever left
an d rig int exp used ; Lumber IDOL= 1. 33 p late gip
[SOL=1.33_
5) This truss has bin designed for a 10.0 psf
battem chord live load nen co neu rrent with any
ether Live loads-
6)
eads_6} Pror ide mechanical connect nn (by others) of
VUSS to bearing plate capable of withstanding
318 lb uplift at joint A and 2318 Ib uplift at joint
,
7) This truss Is desig ned i n accord a nce with th e
2003 International Feesldantlal Code sections
8502 -11. "I and 8802. f10.2 an d referenced
standard ANSI/TPI 1,
DEFL.
in
(Ioc)
l/deft
L/d
`ert(LQ
-0.29
I -J
>999
240
Vert(TL)
-0.47
1-J
>654
180
Horz(TL)
0.14
G
n/a
n1a
i rd er carries tie -ii n s pa n (s): 30-0-0 from 1-M
to 25-2-0
Special hanger(s) or ether c nnectien
device(s) shall be provided starting at 1-0-0 from
the left end to 25-2-0 sUrfficient to connect
truss(es) ?? ( 1 ply 2 X 8 D F ) to front face of
bottom chord. The design1selection of such
special connection device(s) is the responsibility
of others-
LOAD
thers_
LOAD CAS E()
Standard
1) I egulari. Lumber Increase=115, Plate
I ncrcase 1.15
UnifoTm Loads (plfl
Vert: A- =-14, -N=- 9(F r 7 ), -N=-14,
PLATES GRIP
M1120 197/144
`eight: 3471 b
mm��
DW
. Y. a.i,.j - L., -,.
ti
�77M=—E
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