HomeMy WebLinkAboutDOCUMENTS - 06-00289 - 632 Meadowbrook St - New SFR01/25/2007 11:44 FAX
3037 L 706324
A—
TRUE JOIST
January 25., 2007
by Weyerhaeuser
Vaughn Price
IS
315 S. Mill Hollow:'�,� ,�; ,
Rdp
1 r !S
Rexburg, ID 83440 T
Sub ect: 632 MEADO
W BROOKi REXBURG
Ue 1) Mave Wviewed the TX Us
At your re6q`;st, oik, " ' ed in the referenced construction. The
uunumons are snown vn the enclosed sheet that was faxed to us' by Ryan at BMC
WA _qt NJ n n n a frn rn I A I Irk
--�-- .... �. � .�, Y x �yG< C3t;UZ-)W1 Hdtj vuuiiieu inai inis inTormation is correct. The joist
should be reinforced as shown.on theY�nciase�l,The reinforcement should be
centered on the side notch' at 41.3y'IF , S'ilk
Xx
71,
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a tib '7a
Please let us know if there are anV - e`-s:� " , i o'ns 9 :_U �L r�_r ''
Sincerely,� i
Georgi
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Midwest Divisfon 9115 E. 90th Avenue —H e*nde'mon
. I CO 80646' Phone 303.770-6262 Fax 303.770-6,,--
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01/25/2007 11:45 FAX 3437706324
JANm&-9w5m20G:q?' Oe-45AM FROM -MC WEST n,.4aUR�i
Weyerhaeu-ser
TRES JOIST
OA -356-3189 T-669 P.001/001
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Repair Form for Damaged Residential ProdUcts
Utah Region. Utah, Idaho, Wyoming
8115 F- 90th Ave Henderson CO, 80640
tph) 1$00-433-5S47 or 333-T70-6262
,fob Name I Address: ��'.t� �p �� Subdivision:
Olt
Searled Letter Required
�j002J003
FWA5 5 6
I laottom law,
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.Area u t:
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=fLoading for hi ,
t
Description f D r n l A
DBL TJX ra
0nolucla deer%d repair)
C1
J10 i St i Ela il Fn in 0
Product Series.z ci
Prio1juct p 112
On Center pfn: 1,x
Doubly T 1 ; 11
'Provide Loading for
DBL TJI or Bvam
Loa dIn
Floor;
Uve 1> ps
Dead e2, PSf
Concrete I T11a Floor
4--7
ROVIOWed El's! r
210-
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_
ir
e
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Raft
360
fl�o1411
19-214 411
. U�VOW46.3 %W.-
Beam rad'Lf' Pi1Qd
Timberstrdnd
parallar
ckf:
ter•
Slope:
Roof Tile
5
e
• srr
Conta
Y -044r Name--'
Company: +
Jobsite Super:
•a,e
60ider me-
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Phone
Field Fax
Lu l C®
a lerc-aidn
[Suvr1dar friformation
Y- s
Oatee .. � ShOeL
Please Fax to Midwest. Division Off -ice at 303416-63 2m CFO
01/,25/2007 11:45 FAX
t,
3037706374
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J% Description
Job Name; lVaughn Price
a
Job umbe[^ I
Joist Series:
Dep : 11,11718. . i
NOTCHEDIFLANGE
Use T3-13earn19 output
TRUS JOIST:
U Qo3/oo3
Location: 632 Meadow Broom
a
Notch Location gee ngure @ right),.,Side of Top Flan' ge
Notch Depth
I In
Notch Length } 41n
Design Moment @ Hole fAppiy�&s if p 1 LO ft-lbj.015 ft -161
Control Mi3ment Ca Hot d
f
Reduced Control
1j G ft—lb
+..•1 aee.�eti.,. lrtie
Percent -f a irk
Joist FAILS In Moment at nftfi location.
P F u ! `
Notes:r
• 9
i, un Ition of adjacent joists should be considered when,
determining overall ftness of damaged joist, Limit aflalysis to
one norch per TJ �
k
Flange
Notch
11718"TJIOO/110
!h N01
Length
Length
t
14 Dtch
Depth
3
- � t
Across Top Flange Side of Top Flange
crOSs Bohm Flange s... ids of Bohm Flan
e_
IL
4T n -a.. I:r.s-all_ i 1_. e•+s .
_ ee
Devil
DepLh
Nbtch
Length Length
Select a repair option: Pa-nel'Repair
Pani! Repair
23/32" Parpel
L mel 1•
.l • - _ 1 r e
" • - � I �' s �} ' 4 i• +g � � � ?'�` ,, ti• %�.• �� 'Q. � d� Edi ■ � di �j
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Ca ni nuolis Web B �c r!
2K_. i r -Az..
Fastening Schedule:
thiL , fur' TZ 210 i
4 MW5 of 6d rails (10d for
.ce each §de
Miresin'I" INMtl M edge di i e-
ONch as n
r
ti'F �y I _ 1
' AFL=F�L1
'Percent of CapaciLy 59.0%
i5
Repair Notes:
ApplyI. grade adhes! 11 °C, n U� �
P - e
2.. Niall idlameterq
larger tp cffld ard.d U41 d_ crab should -be avoided'
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Ca ni nuolis Web B �c r!
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Fastening Schedule:
thiL , fur' TZ 210 i
4 MW5 of 6d rails (10d for
.ce each §de
Miresin'I" INMtl M edge di i e-
ONch as n
r
ti'F �y I _ 1
' AFL=F�L1
'Percent of CapaciLy 59.0%
i5
Repair Notes:
ApplyI. grade adhes! 11 °C, n U� �
P - e
2.. Niall idlameterq
larger tp cffld ard.d U41 d_ crab should -be avoided'
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