HomeMy WebLinkAboutMULT DOCS - 05-00017 - 77 S Hidden Valley Rd - New SFRf',EXBU-,f G
&N -1L K ICAS RIM ILY v � x,`1'1'
February 10, 2005
Permit Number: 05 00017
Project Name:
Project Type:
Review Action
H1011 SFR
Single Family Residential
Review Item
Building Department Review
Complies with approved Site Plan Review
Exiting Review
Structural Review
Energy Conservation Compliance Review
Interior Environment
Mechanical Review
Height and Area Review
Parcel #'s RPRHDVY7040010
19 E Mara St.
Rexburg, Idaho $3440
Phone (208) 359-3020
Fax (2(78} 359-3022
Actions Re-auired for Arwroval Ap roved
Need Mech sizing
No truss details showing bonus roam upstairs.
Is it not being built on this project? It would need
to be included with square footage on
application,
02/08/2005
02/10/2005
02/10/2005
02/1 0/200 5
02/10/2005
02/10/2005
ID4/18/2005 14:45
4258697906 JOIST PAGE
TRUS
�v�y
A Weyerhaeuser Business
Northwest Region 6 8550 154th Avenin Narthea$t i RedmorLd, WA 98052
Phones: 425-869-9700 • 800--648-3936 i Fax; 425--A69-7900
DATE:
TO:
FROM:
SUBJECT:
April 18, 2005
Kevin Martin
Stock Building 'Supply
Fax 208-356--4508
5
At
Will Fohrell, PE,
Regional Engineer
Number of Pages: 7
77 Hidden Valley — Hales Too Close in TJ 10 Joist
COMMENTS- Any of the hales in these 2 foists ars acceptable alone, but each joist has a
pair of holes that are too close to -each other.
.... Condition I — Joist with a 5x7 hole.&
This rectangular hole �s too close to the 3Y2" hake, located
14/" away, The analysis of these holes- indicates that this condition i$ acceptable, No repair
required.
Condition 2 —
gist with 3 round hnIP__dz, Thi 314z" haie is too close to the first .���n hole,
analysis of these hales also indicates that this condition is acceptable. No repair required_
F
The
0500017
7 7 S Hidden Valley
01/07
N/18/2005 14:45 4259697900 TRUS JOIST
0,
?'AwfA
6M ) cT IZEPA RS
�ALL�DIA�ABLE STRESS DESIGN
A�p�f�u�r&x�n:� I
Job Description
uvaier riarm-
4
Job Name:
Joist Sefles-
T310/210
Deothi
11718 M
Von mr-a"
'm q
NwHole A7 Type
DinrWYNiOns! DIameter
"Hole 13" Type
Dimens,
101IS: Diameter
Hale Spacing
Circular
3!.S In
cl' 'rwr
rCP
5.'0-)='1n
Use T.1-Beatno Ln AnaWs at Worst Case Hole Location
(ELOS fOf RActHnguiar NOS CenteWrne for Circular Holes)
Shear 416 (h
AdjusWd Allowable Shear 990 1b
Holes PASS at I n analysis,
1. M#77-7;
Amlis is valid for:
two holes only.
satisfaction of all ear strength, SWness, and hole bcation critana.
encompassing box of height equal bo the height/diamewr'# the largest hole.
FohMljp PE
Trus3olst
Too Many
Hot"
11 7/s ~ rai@/zio
Height or flx-
i4 f
spading
Dlametw
J4
hole A Hole B
ilk
ulz/ U (
@4/19/2005
If
14: 45 4258697900 TRUE JOIST
. �� e & I '
ij-Bea .1 ff r6 Number 7 151
'ser: 4 411 8M 1 i7 FSM
117181" TJ10 210 @ 16" o/c
Papel Engine Version- 1.16.5 T141_Q DQt3n"r-ir M■�r-rte
+++v �GC 1 0 U GAVCCtit U, IS
CONTROLS FOR THE APPLICATION AND LOADS LISTED
N
A NQ
L r
1130 r
Product Eia'M1 Orweual.
Analyte Is for a Joist Mem.
Primary Load Group - Residential Living Areas : 40
_o
Live at 1 durat ion � _ 0 Dead
SUPPORTS:
Input ung Vertical Reactions fibs)Detail Other
1 Stud wall Width Length L1ve1Dead1Upl1ffjT6bI
3.5(Y' 2,25'j 3471104/01451 A3: Rim Board 1 MY 111411 11, 7/gr 1.3E TimberStrandM L'
Stud wall .,9' 2.251F ''
34711 (A 10 1451 A3. Rim F3oard I PI 1 11 i1 7rr 11d
-See TJ SPECIFIER'S I 13UILDERS GUIDE for detair(s): A3: Rim Board L L
TJ1 14 LE ,
Diameter Height Width Left End To Top Hole Center Span Design Control
Circular 2.5011 5F 3 -We Comment
- -
Circulor 3.50" 10"1 1.5Cr Span 1 210 lbs 1176 Ibs Passed (I 79%)
Circular 3.59, Span 1 315 lbs 1039 lbs P(303%)
Span 1 244 lbs 1 039 lbs Paste (23.5
LOCATION ANALYSIS:
User Location "X" ("842.)
1 & 10.
2 9r .Y
DESIGN CONTROLS:
Maximum Design Cantron Control LocationShear (lbs) 436 -430 1655 Passed (269b) Rt. pend Sian 1 under Floor loading
Verfical Rewtion obs) 436 406 1110 Passed (3J%) Bearing 2 under Floor loading
Moment (Ft -Lbs) 1372 1372 3620 ''. passed (3896) M1[3 Span 9 under Floor loading
Live Load Defiii (in) 0.704 0.315 Passed (U999+) IIID Span 1 under Floor loading
Total Load Def1(in) 0.135 0.629
TJP o±Passed (U9M+) MID Span I under Floor lamming
59 Any Passed I Span 1
PAUE
I .rfia* STANDARD .I48o TL:
-D ion analysis fS based an cOMPOsite action 1,
WM single layer of
Structurwwd
n inLEILED wood deckirgr~Bff n���re Gold (24� and must brace a ` . " We unlessd �rrrI. lateralf'�c, rqi to a hleve membersiawity.
PROJECT INFORMATION.l:
77 Hidden Valley
Rexburg, 10
TJ111' find TJ -Rem are r8918 tered trademarks OZ Trus L7c':�.5t ,
�.�t�r rd"M and TJ-PZ6' &r� tra3enlarke Of Trus
M
OPERATOR INFORMA1
VtilillFam Fahrell
Trus dist
8650 154th Ave NE
Redmond, WA 98052-3556
Phones : 425-869-970
Fax : 4258X�8-7900
fahrefwCirusjoist.com
N:
04 / 180'26 0 5
-rI
14:45 4256697940
Nu ber.0 70M 1.51 a
Taus Jazsr
11 718" TJI@ 210 @ 16"' o/c
P183e 3 Fngfne ��rsann: 1.1$.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Location analysis: cr3Ltica� values a,t J.oca�ian I (horizonta�. distance f.��m legit en(j) = 8' 10.5d„
Gor.�ment
Design sf1ear Ub
Moment (Ft -Lbs)
Livef1etln
Total Deflection (in)
Des _i gj: Control
-M2 1655 Under PARTIAL, an Floor loading
1177 Under Floor lin
0.067 under Floor loading
0 - 1.13 ur der Floor loading
--on analy8is: critical values at location 2 (h� i zntl distance �� ��� ���� rid � � � ���
Comment:
Control
2655PARTTAL span Floor
loading
K-Oment (Ft -Lbs) 1001
U under Floor loading
ve Deflection (I ) 0.073y .
Total Defiecti.on (in) 0.094 under FlOar loading
under Floor loading
y
The actual values may e ' tferen r
ign
Used fay mercer design
Load Group: primary Load. Group
Max. rt l ca l Reaction Total
114ax. Vertical R. ac.tion 1,iViL
Selected Bearing Late (in)
Max h Unbraced Length (in)
.1 bs 4 5 1.
I .417
�' 5 W)
62
7.00"
451
347
Loading an all mans, LDF 0.90 1,-.0 Dead
Desitin Shear (lbs)
Max Shear (lbs)..
Member React'
on (I101
101
Support Rea tior-. Ubis ) 104
Ot (Ft -Lbs)
I
.loading on all spans,
9 in Shear (Ibs )
"Xax Shear ( -I )
Member Rea c fir
Suppo i;t Reaction (I )
Live D fIn i n (j -
Total f l ect ion i)
LDF = 1-00
1.0 Dead-...
430
436
436
451
1372
01104
0.135
1. 0 Floor
-430
-436
436
451
PARTIAL loading o.rl span 1 f-rleft beazing
near (lbs) 31.3 -155
MaY, Shear (lbs)1 -.
157
CT INF(
77 Hidden Vaney
Rexburg, I
1ATiC)N:
COPY T' gh t 0 2004 by Trus aol o t f a
TJ16 and TJ -Rem are regi tarcd trad a s of Trus Joist -
e -1
i0i3ts , Prci A and Tj-p�in� 2 re tr rfomarlks of Trus
(1-0 Dead + 1 Floor )
iTflR IN
Trus Moist
8650 154th Ave N E
Redmond, WA 9805-
Phone:425-,-Wqq7oo
Fax 79W
fohrelw@trusjoi,st.com
TION:
Hf,�E 4 / �
04 1e/200
14: 45 4258697150,0
3ob Description
Dealer Name:, Sttw* iouiWing -supply
Job Narne: SPari Vdth Bx7 hose
Joist serries:
P"T310 210
--
11 7/S in
TRUE J I
JOIST REPAIRS (pLlpyyABLE STRESS DESIGN)
UocaMon: 1 77 Hidden vaiky
LocaMn: RexhurZ TO
"Role A" Type S-grWRect.
Dirnensions.: Neght 5.0 in
r
Leagft
0
"Hide B" Type 7.0 in
arcuar
Di nsiDIMS: Diameter
I
Hole Spacing
E
Uft TI-BeatO LW-aticm Analysis art W*rst Case Hole Location
(Edge for Rectatw Holek Ca nterfin a fo-r C Imu la r How
Design Shear 1 244 1b
Sted Allowable Shear 3-16 lb
Holes PASS imt 10MUon analysis&
Notes:
Analysis is valid for:
two holes only. ,�
fa on of aff other strength, stiffness, and mole lmatio'n- crftariEl.
r.
=compassinq box of height eqijal to the heighVdiameter the largest hole
W. 0. PE
True Jobt
Contras:
D"ner
JUL 7/s " TJI0/Z10
Lou
A
Plefi;fd ar S;WC1119
Tao Mangy
Holes
Hole A Hole B
04/18/2005
10
14: 45 4258697900
TJ-8eam& 6. 16 Serial Number
715113
User. 4 411 M005 2:18:48 P
TRUS JOIST
117/8" TJI@ 210 @ 1611 o/c
Nie, EnglneVerslorrl,tgg THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
LOA. DS
Analysis is for a Joist Mems.
PriMary Load Group - Reskiential
SUPPORTS:
Ind Bewirig
Width Length
I Stud wall . r3 .25"
Stud wall 50" ,
Prvduct Qisgrarn is Conceptual,
Lim -ng Areas (pso -- 4o,% 0: Live at 1 duration x 12. 0 Dead
Vertical Reac#iansgl'bsj
L1va1Daaa iu pjtttrT6tat
422/127/01549
4221127 10 j 549
3: Rim= Beard
A& Rim Board
-See TJ SPECIFIERS I BUILDERS GLJ102 fordetail(s):Rim far
Diameter
Circular 2.5T
Circular .'"'
Other
1
Ply 1
1144# 11
'
1.3E TimberStrandd@
L L
1
P1Y 1
114" X 117/8"
1.3E TimberStrandg
LSL
Height filth Left r=nd To Top Hole Center
7
bs
Span 1 324 ibs
LO..62A...�TION ANALN:
User Locatior) (HOrlz) Dimension Camawnt
' � "
:k4
DESIGNT I. `':
1
Shear (Ibs) Nlwd-mutin Design Control Control
534 29 1 655 Passed (32%)
Vertical F a roe (Ibs) 534 534 1110 Passed (48%)
Moment P-Lbs)Live Load Do (in) 2060 2C60 3620Passed
Total Load, Delll (in) 0.220 0.385 Passed P839)
TJPro 0-287 0.771 Passed 5)
51 Any Paste
Locaffon
contrai
1176 lbs
1176 lbs
Passed (33.5%)
Passed (27.5%)
LL end Span 1 under Floor bading
Sewing I under 1r loading
M 110 S pan 1 un der Floor }oath rig
MID Span I eviler Floor loading
MID Span I under Fkwx loading
Span I
Comrwnt
r
b� �
-Deflection Cha; STAN DAR D(LL: IJ4801TLS Lr240).
n wfth singlelaYer Of 23t3urwcod Edge C301d (24"
ra i ( Lu: All compressiondgas (top and bOttcm) must be braced at 412.0011 o1c unless .deckin.
bracing is required to achieve member stahoky,detailedI- Proper attachment d ositionin of lateral
PROJECT iNFQRMATfiON:
77 Hidden Valley
Rexburg, ID
COPY :fight. 0 20()4 by Tru3 'TQj.2tr E, We lrhaeuser 811given
T171 and TJ-B6a are registered tradefar s of Trus a0ist "
- t ' F Pr- ' and TJ -P rc"- ire trademarkz of Tz
OPERAT.OR INFORMATION.,
William Fo cell
Trus Joist
Redmondi5O 154th Ave NE
WA 98C52 -35U
Phone - 425-869.,970C)
Fax * 900
o f iii of
nn
04/ S/ 05
%F-
14; 45 4258697966
4�
'37
W ZA univer
_VJ-6ea m& 6.1 Fla I Nva rn b r:
CL
0
�z
CL
H
rN
.1
pr
bo
D
"`3tY
T
C
ht
"`3tY
T
C
F
i }}
d
f
r
1
I
i
A
a
L-1-+
F ¢�
i4-2110.
I
L
NO
7 q h
g
p
�
L
r �
5
� d
WOO
L
v r
k
c �
■
fD
izo
NO
t -j
4o
f
D
1
7
7 q h
g
p
]g`
C
�
5
� d
WOO
L
v r
k
c �
fD
izo
cu
�
Mer
fit
1
� r
j
kL
L
Lw+i
1
qei
d
FL
r
Lit-`
••
fY•��
T
'+�
C
��_
i 3 Fri ti � _
TM
^.� i
',�••••�.
4
'LiF
6r
r
t -j
4o
f
D
1
7
7 q h
g
e
]g`
C
5
� d
WOO
L
v r
k
c �
fD
izo
cu
�
y
fit
1
j
kL
e
Lw+i
FL
r
Lit-`
••
fY•��
T
'+�
��_
i 3 Fri ti � _
TM
^.� i
',�••••�.
4
'LiF
6r
°.1
y 999 %L %
_
Lop
jp
a l
y.
Awe+
��j
`4
'�-
�+f J
i
s
5 i
i
t -j
4o
f
D
1
7
7 q h
4
]g`
C
5
� d
WOO
L
v r
WOO
k
c �
fD
izo
cu
en\
fit
j
kL
e
Lw+i
r
Lit-`
••
fY•��
T
'+�
��_
i 3 Fri ti � _
TM
^.� i
',�••••�.
4
'LiF
6r
k
c �
j
kL
r
Lit-`
••
fY•��
��_
i 3 Fri ti � _
TM
^.� i
',�••••�.
'LiF
6r
°.1
y 999 %L %
_
a l
Awe+
��j
`4
s
i 1
February 9, 2005
JI
� of Rex
STATE OF IDAHO
REQUEST FOR A CONDITIONAL BUILDING PERMIT
FOR PARTIAL BUILDING CONSTRUCTION
19 E- Main St.
exb r y { 0 344
0
Phone (208) —3020
Fc3(208) 359-3022
TOM
Building Official for the C'ty of Rexbur�
Pursuant to the provisions of the International BuildingCodea building permit be issued 'For: 2000, the undersigned requests that
Footings and Foundations only at:
77 S Hidden Valley Rd
Rexburg, 834An
Acknowledgment is made that the plans for the complex are nat cnm of the building will not be given until the fins! plans have been approved. e and that final approval
proceeding with partial construction at this time is entirely at therk of We recognize that
with there being no assurance at the 'final Certificate, of O e Arc.hitect/Owner
structure will Abe granted, ccupancy far the entire building or
We further absolve the C,ty oRexburg and officers and employees thereof.for the issuance of a partial permit and further agree that any work e�o�-°f a�( respc�s�bili#y
wi!! be removed or otherwise correc#ed to be in accord with fihe regpirements�af cher this permit
approved plans when a permit far the irebuilding of structure is finallygranted.� �����
Dated: Wednesday February 9 2005% By
Approved:
Wednesday February 9 2005
CITY OF REXBURG
:&A
Quinton Owens
Building Inspector
Randall J Hill
-Mail