HomeMy WebLinkAbout05090135-Building/resubmittaliNDIA~A
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g vickrey@vanoo.com
05090135, 13111 Derbyshire
iT PLAN REVIEV STOPS
PAGE 1
.: 0~090135 - RICH & LORI ADAMS TYPE: RESAD£
028010t058000
PARCEL APDRS ~HIRE CT CARMEL, IN 46033
21/05 ISSUE DATE : C/O DATE :
2ONTRACTOR : VICKREY REMODELING
PHONE NUNBER : 765 482-7344 FAX NUMBER : /765/ 483-9913
REVIEW STOP: BLDG - BUILDING INSPECTOR REVIEW
REV NO: 2 STATUS: D DATE: 10/10/05 CONT ID:
DATE: 10Z10/05 TIME: 08:23 TIME SPENT: 0.0{
DATE: 09/30/0~ TIME: 08:23 SENT TO:
REVIEW NOTES: 2005-10-10 {8:25:42 DENIED:
ONLY ONE ITEM OF NUMEROUS WAS SUBMITTED
PeR THE FINAL APPROVAL OF THE PLANS.
Ochs, James
05090135. 1;: 1 Derbyshire. Carmel
CC NTB3~CTOR
PHONE NUNBER
TYPE: RESADD
C/O DATE :
FAX NUMBER : (765
483-9913
P: BLDG -
D 20]IT iD:
PIME SPENT: 6.00
ochs 08:06 SENT TO:
R,VIEW NOTES: 2005-09-22 15:12:4~ CANNOT REVIEW:
PLANS ARE
beam
show metho(
~lngs are requlrea.
Co
Re-Review Fees: Residential $128.75 []
s/permits/Forms/Re-Submittal for Review
55p Viokpe~ Remodel
89:43 INDIANA STEEL · 176~4839913 N0.842
247,,4545
A~C C~
page 3
the steal beam ~het wa are aupptying for this
Remodeling,
05 II~IRHR STEEL ~' 57124':,~ N0.882 ~
5pan = 21,33ff
50Pff
:[3.05 INDIRNR 5"TEEL -> 57't24¢J~ NO.SB2
on: 0~-30-2005
1000
35.
Deflection
10.7
Project: RB01
82
963 lbs LL
1033 lbs DE
Start End Type Value Trib. Our.
00-00-00 22-00~0 Lve 0 psf 01-00-00 115%
Dead 10 psf 01-00-00 90%
Live 200 ptf n/a 'l 15%
Dead 200 ~lf n/a 90%
Allowable Duration
84,9% 115%
84,9% 115%
45.1% 115%
75,4% 115%
43.8%
33.4%
42.8%
n critena,
Load Case Span Location
2 2 - Left
2 I - Right
4 1 - Left
2 I - Right
5 2
2
end bearing + 1/2 intermediate bearing
FOR
~IN]~IOR ~lU TO BE
STANDARD COLONOAL
~ A~ ST~I~
COLONIAL CASING
ON OPENINGS
2 X 10 B~ B0~RD II1~
FI.00R FRAME SITTING
L- ON
EXISTING WALL
LA-P
SLOPED ROOF TO BE
BUILT AS FOLLOWS
t 2 x 10 RN'1ERS AT 16'
ON CENI'ER WITH
2 X 12 RIDGE BEAM
AND RUBBER
MEMBRANE APPLIED
· INSIJLAI~0N TO BE 8"
FIBREGLAS BATTS
~ RAFTERS
· 0~EEHANB TO BE AS
FOLLOWS:
GUTTER OVERItANG
TOBE1
~1t 16' EOUII"I:
PLYWOOD SOFFIT
8X16
TO BRICK
SOmT4mF. ZE
eC, N~ ~ T0 BE
1 X 6 ESC FA~A
S~'RT AND 1X2RSC
TRIM TO GABLE
elNTERIOR CEIUNG
~ 1EXllJBE R~SH
[]
IqEzz]I I
FRC~
/~ O 0 I'tto~q
FROM
P~operty Address: 13111 Derbyshire Court
I, the undersigned, a R~ister~d La~ Surveyor, in ~]e State of Indiana,
do hereby c~-rtify to:
Wat~cfield Mortgage Cc~y, Inc;
tJ~t o~ the basis of my knowledge, information a~d belief, the within plat
represents a survey whereby we retraced the boundaries of the following
described real estate, to the normal sta~d of care of Registered Land
Surveyors practicing in Indiana. 7~e corners were marked as sh~n.
P. 2
3) Iz~n pins set this survey are 5/8" rebar with ye/low caps.
B-(~Dcupation or [x)ssession lines:
1) Subject irrigation system valves extend past lot line as
C-Clarity or ambiguity of the record description used a[~ or adjoiner's
descriptions:
1) No conflicts were observed concerning descriptions.
D-As defined by Title 864 IAC 1.1-13-7, this is a Class "B" survey and
has a t3]eoretical uncertainty of plus or mlnus 0.25 feet in the
described location of each cor~er due to rand(~ errors in measur6ment.
2) The within described tract of land does N~ lie within that Special
Haza~ Zone "A" as said trac~ plots by scale on (~Jty Par~l N~r 180081
0004 C of the Flo~ Ins%~ance Rate Maps for Ca~el, Indiana.
(Map Dated: May 19, 1981~
Certified: August ]3, 1992
HAHN &
ASSOCIATES, INC.
Engineers & Surveyors
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s~permits/Forms/Re. Submittal for Review