HomeMy WebLinkAbout05020026 Correspondence
PRIMROSE
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HOMES, INC.
474 GRADLE DRIVE. CARMEL, INDIANA 46032
OFFICE: (317) 844-5499. CELL: (317) 844-9290
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FROM :
FAX NO.
Apr. 072006 11:11AM P1
STONE ENGINEERING, INC.
7620 NEWPORT BAY DRIVE
INDIANAPOLIS, IN 46240
(317) 259-8094
April 7,2006
Primrose Homes
1016 3rd Avenue SW
Carmel, TN 46032
Re: Lot 17 Towne Point
Gentlemen,
In accordance with your request I have reviewed the letter from Curley Brothers
Brick and Masonry regarding brick veneer spanning the timber notch.
In my opinion, this arrangement is structurally sound.
. Thank you for the opportunity to provide this service. Please advise if any further
infonnation is required. . . .
Sincerely,
Q. .JfW1~
R~ Stone P.E. Indiana # 6143
Curley Brothers Jetter enclosed
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Primrose Home.
1016 3,aAve. SW.
Sui!e 100
Carmel, IN 46032
Mareh 29. 2006 .
Dear Slc"e or D,ave,
10 rr;gard. 10 the brick.venect sPanning OVeIf the timber walls located in the rear of the
nouse in $ix different locations allhe jo&.ite; Lot 17 Towne polnte, this is what I WIlS
~~~~~ ' "
J. "Unifonn Loads. The triangular wallarea'aoove an opening has sides at 4S,aeg
, angles 10 the bllSe. Arching actionofa mllSOJU)' wali wilt carry the delid wcighi of
, tJ:1e wall and the superimposed loads outside tbis triangle". " , . , ,
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2. ~For a structural masor.ry wall the loading on a lintel/ijlah is u~ually assumed to
, be de"\'eloped only by the weIght o(the rnasolll)' occurring in a 450';,osceles , .
. triangle'. It i. as.um~ that tM,arching or corb~S action o{:th.e waRwin carry
ihe relnll41ing waU above lh~ Ol'enlnglspan". .
~SmmljJjed Desillll ofMllsoiirv Structures." James AmOro".
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. '
)0 this pa.-ticulal' situation, tile 5pen is 6" o,\::er a treated timber. If the span inCluded a "
,,"llOl~ brick len(>th, or g", the second course 'ofbriek\aid on halfbond w()\lld, through
corbel!illg action, direcl any b'earing weigbt onto thc brick foundation. The spanning
bnck is relieved ofbeanng V'cight and relies aD mortar bond and friction to hold ItS .
position, Since :hespan is only 0", I brick would be s.u?ported on each or at least 1 end
by the fOllndation, or if 2 brick spar.ned this 6",gap, 1 end ofellch brick would be ' '
supported by the foundation. ' '
,
Hope this helps. LeI me laJow if 1 can help in any other way.
~. .
Brian Gentry .. .
, Masonry Sale. - Cufler BrotherS Brick~ Masoluy.
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PRIMROSE
. HOMES, INC. .
474 GRADLE DRIVE. CARMEL, INDIANA 46032
OFFICE: (317) 844-5499. CELL; (317) 844-9290
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~c . LouSCI12
Pir mllosc- 1~8.S
1016 3rd Avenue, SW Suite 100 Carmel, IN 46032
(317) 580.4473
"
FROM:
FAX NO.
Apr. 07 2006 11:11AM Pi
STONE ENGINEERING, INC.
7620 NEWPORT BAY DRIVE
INDIANAPOLIS, IN 46240
(317) 259-8094
April 7, 2006
Primrose Homes
1016 3'd Avenue SW
Carmel, TN 46032
Re: Lot 17 Towne Point
Gentlemen,
In accordance with your request I have reviewed the letter from Curley Brothers
Brick and Masonry regarding brick veneer spanning the timber notch.
In my opinion, this arrangement is structura1ly sound.
Thank you for the opportunity to provide this service. Please advise if any further
information is required. .. .
Sincerely,
I? "lfW\ ~
R~ Stone P.E. Indiana # 6143
Curley Brothers letter enclosed
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Apr.
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'''1\t> lJdtt':r'sn.~~Peopl'!/JT OV,cr]! Y,gTS"
Primrose Home.
1016 3"-r\ve, SW.
Suite 100
Carmel. IN 46032
March 29. 2006 .
. .
Dear Stc"e or Dave,
In regard. to the brick.veneer sPanning over the timber walls loeated in the rear of the
nouse in ~ix different loeations at thejo6.i!e; Lot 17 Towne poirite, tbis is wbat I WIlS'
ab,e to 'find for >,ou." .' .
I, "Unifo.rm Leads. The oianguJar wall area 'above an oPenfng has sides a! 4S,deg
angloil to the bllSe. Atcbir.g actioriofa rollSOm)' wali will cat:!)' the deIid weight of
the wall and the superimposed l<'lads outside this triangle", . . ' '.'
):Iiww.bia,org
2. "'For a structuruJ WllSor.ry wall the loading on a lintel/span is usually assumed to
. be developed only by the weIght of the masonry oceurring in a 45' isosceles .'
. trilll1gle. It is aBS1lltlect that the.lITcbing or corbellinllllCtion o{the wall-will carry
ihe relnaining wat,l abo~e Lbll ol'enlngfspan"..: .' .' " .
"'Simo\jfied Desillll of Masonrv Structures." James Ambrose .
. ',. .' . "
.'
1" this pa..'1icular situaoOli, the span is {5" o~er a treated timber. If the span induded a
wl1010 brick length, or 8", the seeond eotmic 'ofbricklaid on halfbond would, thIOush
corbelling action, direct any bearing weight onto the brick foundation. The spanning .
. . brick is relieved of bearing JIIeigbt arid reliesournortar btmdand friction iii:> h()ldits. "
position_ Since the$pan is only 6", I brick would be S:Ll?ported on'each or at least 1 enP .
by tne foundation, or jf 2 brick splll'.ned this 6", gap , 1 en,d 'ofeach brick would lie..
sup!>oned by the fomldation. . .
"
Hope this helps. Letma know ifl can help in any other way.
it"
Brian Gentry. "
. Masonry Sales - Curley Brother. Brick~ Masonry
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