HomeMy WebLinkAboutTRUSS SPECS - 07-00549 - 47 Mill Race Rd - AdditionT o:
.tnuuNtriat ram Ko
t. Anthony, ID 834-45 HOUSE ACCOUNT
624-0333 Fax,-, (208) 624-0336
- 41
40ject. PETE BLUNiK Block No:
lodes Lot No:
ontact,- ite,
Office: 1 Deliver To:
ame: PETE BLUNK
:WwaLive ue i i very ate:
-r-roil le:
El
I
34-00-00 COMMON
123) lbs� each
34-00-00 GABLE
1.3333 lbs. each
N
4.00
06-07-11 p02-0 -0
06-07-11 102-00-
1 00
Job NumbeE 2129
Paae:
Date:
Account No
Designer:
Saiesperson
Quote Number:
P.O. Number:
02-00-00
i
02
-00-00
I
10/17107 10,X7,10
355548440
MEM
Kamere Jenks
2129
Total Truss Price:
Misc. Items-.
SUB -TOTAL, -
Delivery:
Selling Price:
$862,00
KOO
$862M
SALES TAX IS N01" IN.CLUDED IPRICE SFIOIW`
SPECIAL ORDER HANGERS NOT MCLUDED
V
,� � Evt�"`
p
07 00 549
47 R<��e.
Rc�-Cara�e
Pk
iw
34-0-0
:1
r
AG
34-0-0
SUMMIT TRUSS
PETE SLUNK 2129
C)
t
C>
V';
r --mow-
5 �
12129
I a
Summit Tri ,nlhun a a
ng urn
--
9-1-
jio"E
2A
-10-14
{ E + U_:U _ , tO ael
PI 2-0-0
Plates increase1.15
Lumber Increase 1..15
Rep Stress I nr YES
Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF Noo
SOT CHORD 2 X 4 SPF 165OF 1. E *Except*
B2,2 X 4 SPF No.2
WEES 2 X 4 SIF Stud
a
f
i
Case
ax Uplift 1(Io d case 5) 10=-4 1(fo cl
1
4
4 �
3X4
t�
4.00(12
=A
j
TC 0.70
E3 0-88
B 0.90
(Matrix)
1
14
Py
10 g
Jok) Reference o tiDna y
6,300.9 J u 1112 0.06 M!Tek i dostsl s, fnc-Wed 0& 17 10. _ 7 Flake �
-1-
3.x4
_r
5-4-12
T —
F
in
LOADING (psi
TC LL
350
TGOL
8.0
B LL
()�o
fBCDL
8s
jio"E
2A
-10-14
{ E + U_:U _ , tO ael
PI 2-0-0
Plates increase1.15
Lumber Increase 1..15
Rep Stress I nr YES
Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF Noo
SOT CHORD 2 X 4 SPF 165OF 1. E *Except*
B2,2 X 4 SPF No.2
WEES 2 X 4 SIF Stud
a
f
i
Case
ax Uplift 1(Io d case 5) 10=-4 1(fo cl
1
4
4 �
3X4
t�
4.00(12
=A
j
TC 0.70
E3 0-88
B 0.90
(Matrix)
1
14
Py
10 g
Jok) Reference o tiDna y
6,300.9 J u 1112 0.06 M!Tek i dostsl s, fnc-Wed 0& 17 10. _ 7 Flake �
-1-
3.x4
_r
5-4-12
T —
F
in
f
Ildefl
I
Ud
Vert(LL)
-0.41
14-16
X973
360
A L
-0.7512-14
>538
180j
Ho(TL)
U2
1
�°!
`'
0, 22
1 1 6
> 999
240
MACING
TOP CHORD
BOT CHC)
4
4--
8-10-1
'LATE
MT20
Weight: 123 1b
-o-o
—- 040
3Q
fit
S5
r
F`
I
9-1-2
PIP
197/144
Structural wood sheathing directly .appIi d or 2-2-0 oc purfin ,
Rigid cef ing direcVy applied or 7-11-9 racing.
FORCES �(1b) - mum CO pr on/Maximum Tension
TOP 1A I! i� 1-2=0/54l 2-3=-91'—Lf F. 8T1r! 4-5=-3756/657, 5-6=-2742/494, 7�27421494, 7-8=-375616,57,
`}"` 75 1J,57, �' 1 /L, rte �FBOTCHORD 2y1 `4} /397■ 15-16--529/3282,14-15=-529/3282,13-14--43413282,
-1 _' /i 11 1 4" 8�
_
SBS 3-16=-503/207, 5-16 --37/525, 5-14_'2/273, 6'14=`166/121 7.1 =-
962/2`73,7-l2=-38/525, 9-12=-50312ca
NOTES
1) Unbalanced roof IiVe loads have been con
�
for this design.) Wind: ASCE 7-0 h• h�ft° . .p. 1L=4, p f; C
ategoy Ira Exp ; en i s d; F able en d
zone- cari#r���� left �n� right �� � ���
vof left and right exposed; Lumber COL=1.33 plate Ftp DOL -1.33.
This 1russ has been designed for a 10-0 psf ba#forn chord live load 110rrc
4This trussrequiresplateinp#io� per theTooth Count Method when this
Eta ��� other live i����.
i ) Pro'�J e ch an ica 1 n e cti on ( others) trus to bearing tit �� t� i chosen for quality assurance inspection.
Thftrussidesigned in accord�r��� �tl� ti't l�t����irr�E °��vu'f���r��� 1 �� up lift �k joint ra �1 I� ��Ii �ta�i.�t 1+�
pa I
i �r��n�r�r �� s����� �.1 � ,1 �rtid ��• 1 T ��. r���r��
standard ANS 1Pt 1.
d LOAD CASE(S) Standard
r
s
1
I
h
9
a
a
p
jot? rn Truss
2129 1AG
i
SummitTru�pl��Anthony,-10r Mark klangum
iy+pe
Qei A}y��y }F� GARAGE
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F
ADL
!
, TJotb Reference (Optional)_
6-300 S J Ui I I 'TOR, INU-S r Inc. Wed ct 1 7 10:33-19 2007 Pada 1
-0-0 17-0-0--0 5
i
I
i
4x4
4 Ff2
s
�k
S 8 12
5
T3
1.4
516
aJ ,
LQ
j [ T a T
STP
a11
a ti a
2
3x4f�
27 zo
aIx4+ . �i '+F — ..AAS'?
II
I
fI!
I
C
h�
JS i A A.
-rule UTTSels
ADI
i SPACING CSt i €TEFL ire 0 ) Vdeff Ud � PLATES GPJP
T LL 35.0 Plates Increase 1,15 TC 0.4ert L -0.03 19 Pir
180 MT20 1971144
ADL &0 Lumber Increase 1,15 BC 0,16 fTl-) -OM 19 n/r 8
0.0 Rep p Stress I n cr YDS W6 0.11 IqO (Tti) 00-01 1 n/a n/a
B D L 8.0 Code IRC2003ITP12002 (matrix)
Weight- 133 Ib
LUMBER EI
NG
TOP CHORD 2 X 4 SPF No.2 TOPCHORD Stmctural woodsheathing direct applied or 6-0 `
! BOT CHORD 4 SKS ipd�.
OTHERS 2 X 4 SPF Stud
SOT CHORE) Rigid oiling directly applied or 10— -0 oic bracing,
IZ
P"CTIC'NS3 2=434134-0-0
--, i ax Hort 2= 99 (load case
M aX kJpIxft2"1 1 Goad case , 1 - -1 6(load case ), 28 51 (road case ), -- (Toad case , `- load case 2= -wry oa se {{ c
=- load case ), 2 5=- 56 (load case , 4=-5 (load case 4), =-5 (fond case Y 21=44(load case ), 202- (foal rase
Max Gravy (load case 1)., 18;-- 44(Fead case 1), 27- 198 (1 oad case 1)„ 8= 211 .Toad case _=
, 29205 [oad carie 1 = 8, o �
84 8(load case ), . X21 `(load case 10). =205(1oad case 1), 24=1 Goad case 10). 22=231(Oo d case 1), 21=9 toad Case 10), 0=446 load Gase 10
F E!(1b) : Maximum Compression/Maximum Tension
TOP H 1-2=0/54. �3=-80161 A3.4=-58185, 4- --2.61985 5-6=-37,11 , -7= - 31120. 7-8=-361139, 8 -9 -z --36116-C), 1 =-361178, `� -11=_ 11
1 1 ' 1 -' 36/ 1 i r 1 2- 1 3'.36 / 1 1 ' /Ty #+ �E �fp /wry[ }�qrrjp,} y�qy #+{y {{' r+ ■E _ ,{yF r ay k
�`—°ti+�, 1 7 4J-..—`� i �°-.r ■
.SOT IB RD -34-0"'98, 33-34=M9, -33=0199, 1-32`0199, 30-31=0199, - 0= , 28-29=0199, 27--28-0199* 26-27=0/99, 25-26=0199,24-25=01-99
23-24=0/99.2:2-23=0/`99.21-22=0/99,20-21=0199,
99. tr,' `0/49 , 1.-, =0/ 9y 0-21 =019 , 1&20m0199 9
WEBS 10-27=-16610., 9-28 =-179170, 8- ' 173175, 7- tel 8 i 5 -32= -192/60,4 -33=86/47,3 -34=-364/1,37,11-26=-179169,12-25=-173176-
13-24--+168f72, 15-22=-1 92J80. 1 - 1=-8 .147, 17-20=-3641137
NOTES
1 Unbalanced roof live loads have been considered for N5 design.
Wind- ASCE 7-02; ph; h=254; T DL= .8 st; D-4_8psf; Category V; Exp ; elacIo�sed; MVVFRS gable end zone, cantaiaver left an
d h9ht exposed end
vertical left and ii ght exposed, Lumber DOL=1.3.3 plate grip DOL -=1.33.
Truss designed for mind loads in the plane of thet runs only, F er studs exposed to 0nd (normal to the face), see M,Tek "Standard Gable
End Irl
4) This toss ha s b ee n des g rte d for a 10.0 p sf bottom cho rd i ive i oad nenconc,erre F) t vii th any oth er live lc d&
t
) AT Plates ar IT0 unless otherwise indicated.
This truss requires plate insp ection per the Tooth Count M. ethod when this truss is chosen for ua i `
Gable require continuous bottom chord bearing. � as �� ��s�e�ti��.
8) Gab le s tads s pa c ed at {0-0 cc,
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 1b uplift at' ,tit 2, 166 lb lift at joint 18 1 1
56 I� � o b upIR at Joint 28r
i up ff at 1 al nt , its UPI ift at j c in k 0, i b up i at j of nt . 4 tb u i i at joi n t 33} ]b uplift at joint , ]b uIifk at `Dart 6 581 b u lift
uplIft at joint 4, 5 lb uplift t joint : , 4 Ib uP ift at faint 1 and 8 Ib uplift t joint 0. � 1 � � rf# at joint I�
10} This truss is designed in acrordance with the 2003 Intemational Residential Code sections R502-1 1.1 and 8802+10.2 and referenced standard
ANSI/TPI I,
LOAD CASE($) Standard
,
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