HomeMy WebLinkAboutJOIST INFO - 07-00034 - 490 Pioneer Rd - New SFR-� BOO 1 14:42
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5-350,TW_I07r_bAI"Z- 792 N07 Poj-dL
P0 Pot .9 777 (9,906, 7) qm Rd
Fel Wmj WA 9SO03PO-Bac228.E
(25.3) 56?,0140 (5 03) 7- I K 1-7 fr CA 9740
. 6- 1 ., -
(800) 648-.3 `, 46.7-7705
414 (r-4AM(A'00) -
0184
1prif 18) 200?
BradAlen
Stock Building Supply
671
S. Yellowstone Hwy
Rexburg, Ip 93440
208-356-4508
Matt Garner, SSR
Dani'elle Queen
Henderson —Lot 17.,'block $
�781 Griffin St,
Rexburg,, ID 934410
Tech Call #4'07310
Number of Pages-, 3
Thf'q fqISI IMI/ IC'irV�f'Jir F Confidn+ I f1F! i1 1 for
P. venr the, �ntopded mc;
efjon fhraf r .got i ler ?d for di tr bUt Or7 tO lgr7k 0 Lm 13 th E;r fhgn t En inter
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COMAIFNTS:
Brad,
The I ] ��.f�" 71.11 .10 a.t 16 an center v�ill be. structurally adec�u�te with the 5/8"x 37'lo,n� notch. in side of
The calculation caii be,idetjt:i�:Eed by t ie folln�vjn.g r�a�e and time shown in the upper left hand
corner of :l. e calcuiat:ion.9
..
Datc 4/18/2007
Ti m 3:38:2?
e AM
I %-,e
For future reference your locai-I4
OTI I'S �u�,Iportccl by L�xe iLevcl1'�ic�west Division.sion,
incl Georg'a. Nabereachcd ,rman pan at 1-300-433-6947.,
S'i n_:cerely,
/00'
Dani6lfl,e �: ueen
iLcvei. by WCVC
NW1l1�r1�X��1
r �
a
Er�g.ineers Paul. Nicholas
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Er�g.ineers Paul. Nicholas
�a 1s!2ee�
14: 4
A
2538357208
ILEVE r L FEDWAY
Notch in top flange - 11 7181, Til 11
![f1Q.a 6.,5 Scri
1 Irl :t! N;ymbrr= 7QU3Pp74el•••.... 117/8'" T 114 r& 161
�l-�•: �' AM
pogo � ;-nrfns VPr�; 6.25,71 TH15 PRODUCT MEETS OR EXCEEDS TSE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS. LISTED
ft -#i
i
Product E?iagralm 4,s Corioepi,trnl.
LADS;
Annpysis is for aJaistMember,
Primary Lead Group - Pesiderit1@1 -Living Areas (psn: 40.0 Live at 100 % duration, 12.0 Drmd
Vertical Loads'
TYPs crass Live Dead Location Application Comment
Uniform(psi} Fioor(1.00) Q.Q 112.0 d To 14' 7" adds To
'AGE:
su[tp�o
In Put Bearing Verfical RGactions (Ibs)D
otail Other
Width Length LiVe/Dead/Uplift(Totel
1 Stud wall 3,50 -IT 2.25 F1 3B9 1233 10 1622 A3.- Rim Board 1 ply 1 11,4:m X 11 7ya" 0.8E TJStrand Rim
2 Stud wa[l 3,50ql 2.2S Fr 38.9 1233 10 f 622 A3, Rim Board 1 ply 111 w1'}
E TJ -Strand Rim Board@
-See TJ SPECIFIER'S I .BUILDERS GUIDE for
tailRim Board
ATJ.O,) LYS
User Location
"X"
(Horiz-) D" manse on Comment
131811
left face of notch
H Int face of notch
DESIGN CONTROLS:
Maximtjm Design Control Control Location
Shear (lbs)i
1560 Passed (38%) Lt. end a rI 1 under Floor loading
I Reaction (fbs) 604 604 1018 Passed (59%) Bearing 1 Under Floor loading
Moment (Pt-Lbs)2141 1 1 3015
r -1Live Load Deff (in,)-. 0 - 183 0.354 Pass ed (71 O a) e Span 1 under Floor loading
Passgd L/927) MID Span I Jnr Flo -or loading
Total Load Defl (in.) _ 0,293 0.708
TJPro Passed (U579) MID Span 1 under Floor londi'rq
44 0 Passed Span I
-[)enectio.n rig rig: STAND 1 (LLrL L/240)-
-Deflectiontrr`r ancilysis iS based on comoite actFon wfth single layer of 19/32" Panels (20" S, an n
L IL rr.gn11compressionmustbe braced at :
latera I brad i r + i r t f"��O/C UnJeSS detailed otherwise. Proper tta ch, men t @ nd Positioning in
member stability. � � J=
PROJECT NFORMATION: 0-PEBA TO BJNFPMA T1 ON -
Henderson
Lot 1'7,, Block 8 Danlelle Queen
781 'rein S1, Ll
I ;b Ur , 10 9'3440 by Weyerhaeuser
Techr Call A, 4731'0(0) 261 -1 zr 78
FA
X- ,50 644-2069 BeavertonP
Phone,, FAX: (541) 689-9296 Evgene.
r
Fax (253) 835-7208 Feder @[ � a
daniellequeen@weyerhaeuser.corn
,�
fi•f I'', n�rl TAT-�.�. '11. 711:° ��'t3 �, +� rh'�.i ser Bus ine ss
` F
Or1r 2-`STMare r
02/171
6.4-/ 18/ 20071
-1
Job Description
14 E- 42
Z '--:50935720S
'j
IW
30b Narne; A fSOn Lot 17.r Block 2
.1r)b Nkirnber.: Tech all #4731f)
Jol eries:
]Depth
NOTCHED FLANGE
Use TJ -Beam Output ME
mm�m
wmmmbvmmb�
T310/no
11 ��s ��,
ILEI.+EL FEDWAY
JOIST REPAIRS (ALLOWA6LE STRRSS DESIGN)
, I
1.0ca t1 0 n 611 ffl ft PjexbUrY., ID.93440
Notch Loption.(seP fig urp 0 rig h[) Side or To Flange
Not.
Notch Len•gth t
3 In
Desion M0'Ment_'j@-_N6tCh 'A�;jy ,sin; i r prr.�Vnt 407 1�-Ib
40 3 In
7 1b
Control Mcment 0 Notch 301 5 ft lb
Percent w. aXIFFOnge Area Missing -
Red Uced Contnol Moment
11632 t,.1b
Po..,Ment Df Capacit
23.0%
Joist PASSES in Moment at natch 10cation,
Notes;
CoInditior of adjacent joists should be Considered when
determining overall ftnersz; of damaged j05t. 11-ImIt analysis to
o n e n orch p c. r Tir
capacky is adequate,
M6
- Vp
'4L
. Of
'6
i
I
Ak
Eric Johnso'n
4
Trus
Flawge
Notch
AGE 03/ e3
Contractor. The COTMMCIon Connection
Deafce!r: Brad Allen - SWck Building supply
11 7/s r3iW/iio
Nc�irh
L en
Natch
DuCid
ACMSS Top Flange
kc mFlang
17
Nan
r)j&r?F.fj
Not "+
il.
N a Mh
L�Slde of Top Flange
Sfde of 13detm
tf faAi
%6
i I
Norris
4/18/2007