HomeMy WebLinkAbout06060131 Correspondence
06060131. 13370 Sherbem DR W
Page 1 of 2
Ochs, James A
From: Ochs, James A
Sent: Monday, January 08, 2007 10: 16 AM
To: 'kbhomesbydesign@sbcglobal.net'
Subject: FW: 06060131,13370 Sherbern DR W
Brad,
I spoke to Terry this morning and after discussion it was requested that we conduct a re-inspection on
the above subject property. Terry indicated that a possible solution of the brick ties may be done from
the interior of the structure. If this is the case, we must revoke the OK to insulate.
jim
m--Original Message-----
From: Oehs, James A
Sent: Friday, January 05, 2007 3:02 PM
To: 'kbhomesbydesign@sbeglobal.net'
Subject: RE: 06060131, 13370 Sherbern DR W
Hey Brad,
The issue was discussed and we feel the only option that we are legally permitted to
aliow is for you to seek a variance from the state building commission.
Sorry, Jim
m--Original Message--m
From: kbhomesbydesign@sbeglobal.net [mailto: kbhomesbydesign@sbegloba I. net]
Sent: Friday, January 05, 2007 2: 18 PM
To: Oehs, James A
Subject: Re: 06060131, 13370 Sherbern DR W
Jim,
Thank you for the update. Would an engineers letter on the fasteners used on the home be acceptable?
m__ Original Message _m_
From: Qchs. James A
To: prad@hbdbuilder.com
Sent: Friday, January 05, 20079:06 AM
Subject: 06060131,13370 Sherbern DR W
Brad,
We discussed the brick wall tie fastners and cannot find any way to make an exception,
sorry.
OK TO INSULATE.
ENCOMPASS NOTE PAD - 01/05/07
PAGE 1
NOTES FOR: 06060131 04 1 - PI
DATE TIME NOTE TEXT
OPERATOR
2007-01-05 08:53:01 1 A reg. design professional must
conduct a site visit and corrections
jochs
01/09/2007
06060131, 13370 Sherbern DR W
Page 2 of 2
made in accordance with stamped report.
Areas to be reviewed are:
Exterior garage bearing walls and the
load transfer from beams, to sole plates
which are too small. IRC 602.3.4
Sole plates have missing bolts, nuts
andwashers, throughout. IRC 403.1.6.
Squash blocks are required per manuf.
at all bearing load points.
Ceiling joist are being used as bearing
points for roof structure. IRe 802.3
Load of masonry fire place on first
floor framing and floor.
2 Bearing top plates cut or notched
50% or more must have 16 inch structural
straps on all plates on both sides.
3 Provide complete manufactures
instructions on the installation of
masonry fire places.
4 Install safety strip in front of all
fireplaces.
5 Do not secure the gas line on the
second floor for the furnace.
6 Fire blocking is incomplete and the
wrong materials are used throughout.
IRC 602.8.
7 Per the masonry contractor and the
builder, sheet rock nails which are not
corrosion resistant were used to secure
the brick masonry ties to the house
framing and or sheathing. Replace all
sheet rock nails with corrosion
resistant fastners. IRe Table 703.4 h.
Other corrections may be noted on next
inspection.
TOTAL LINES OF NOTES: 37
James Ochs, C.B.O.
Building Inspector/Plan Review
01/09/2007
''-..' J. ~ .;L".
- 1,~'
BLUE ENGINEERING Be ASSOCIATES
DONALD E. BLue;
ENGINEERING CON$ULTANT
INDIANA NO. 6554
8028 SCARBOROUGH BOULEVARD. SOUTH PI'IVE
IN~nANAPOL.IS, INDJANA46256
(317) 849-2641
JBnUBI'y 22. 2007
House by Deelgn
4238 wellt 11611I Street
Indlen.polle, Indiana 4llZOB
~e: House on Lot No.2
West Sherbem O~v.
CI"",I, Indllnl
AlIn: Mr. BI'Ill Bowmln
Oear Mr. Bowmen
Tnle report covere Ihe queatlone of Inepeclor Oreh concemlng Ihe OIP1bllllle. of the 2x&
Studl to ClrI'y the Impoaod loldl th81.1t on the 2x4 Plale. Thla atruoture 'e u.. Built" 8XClPI we
have added .Ix (8) stude to the Center Column be\Wten the two 0, H, DoOI'I. Th'""uds were
added 10 Inoroa..lh' available eupport .re.thereby reduolng Ih. 1000lng per equ.re Inoh.
The OIloulatlon Sheet, ettaClled lndlClttI we heve . total laId on thle center column of
14,7e" ClITICIClIly OIghl (8) lItull8 Tn, Il'lIlllv.lllble 10 OIr1'y thlelo.d on Ihl pl.II'e 24 aquare
Inoh... Thl. then gives UlllolCllng of ele pound. per equlre Inoh. cru.hlng foroea per cod..
allowable perpondloular 10 Ih, gain 11850 pounde per equlre Ino/1 (Thllle Indiana Code). Th.
proper oonolullon nOW. II that the framing I. adequate to OIrI'y the Impo8ed 101d.
Should your new Inlpemor. Crelg, hive questlonl, ple..e have him 0111, or I will meel him
at Ihe houae.
Sincerely
~~~
Donald E. Blue P. E.
DEB:Jb
CC: Job fife 3152
I",pemor Craig
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BLUE ENGINEERING & ASSOCIATES
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DONALD E. BLUE. 8028 SCARBOKOYGf1 BOUU1VARD, SOUTH DRIVE
ENGINJl.2R.ING CONSULTANT INDIANAPOLIS, INDIANA 46256
IND'^,'^ No. 6554 (317) 849.2641
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4239 west 96" stteet
Indianapoli.. IN 46268
317-228--0058
317-228-0059 fax
,
. Homes by Design
I
Fax
To: Craig - City of Carmel From: T eny Pyatt
Fax, 571-2499 Pages: 3
Phone: 571-2444 Date, January 22, 2007
Re; Engineering Letter DC'
o Urgent x For Review D Please Comment X Please Reply o Please Recycle
. Comments:
Craig,
Attached is the engineering letter for from Don Blue per our discussion last Friday. Please give me a
call Wyou have any questions. I can be reached at 31 H145-606B.
Thank You,
T eny Pyatt
Homes by Design