HomeMy WebLinkAbout1330-1340 Windsor Lake Cir 12-2235 thru 12-2236 (docs)October 12, 2012
DR Horton, Inc- Orlando
5850 T.G. Lee Blvd.
Suite 600
Orlando, FL 32822
Attention: Steven R. Young
Reference:
15' Townhomes
A21012902
Windsor Lakes
Lot: 55-60
FL -City of Sanford
TBD
Dear Mr. Young,
V
Lindemann 13, " X35
Bentzan
Bejack N-tO U)out r
INSINIERING R RSA 4111 iTION 4K 1330 WIIA()s
This is in reference to your recent communication regarding as -built field conditions that require our
review and recommendation. Specifically, dimensional variances in the width of the two Sherwood Units .
created a condition where the floor trusses require remedial work.
You stated that the as built dimensions between the CMU walls was greater than that specified in our
construction documents by as much as 4". As a result, the floor trusses do not bear adequately on the
double ledgers. You contacted the truss engineer, who provided sealed remedial engineering for these
trusses, to account for the as -built conditions. We enclose a copy of the October 9, 2012 remedial truss
engineering by others.
Due to the truss changes, alternate connections are required at the ends of the trusses. Simpson f UC410
hangers are acceptable for the connections of the modified trusses to the support framing.
The above information is based on the assumption that all construction not specifically noted above is
installed as per the Engineered plans. Please be advised that our representative did not perform a
comprehensive audit at the site.
The recommendations and remedial action described in this response apply to this building only. The
same or similar conditions at other buildings shall not be remedied based on these requirements.
Page 1 of 2
www.lbbe.COIrI - P O. Box 121:550 Clermont, Florida 34712
Phone: (352) 242-0100 - Fax ,,352) 242-0302
h.13. 000os , I
1 0
Lindemann
Bentzon
Bojack
ENSINEEAQN6 UES111 INSPUTION «
We trust that this will adequately address these conditions. Please call if you have any questions or require
any acid i0ofiM-i!nformation.
Very tr
George W._ Sharp, All
r'lorid,a,License No. A'_kO!987
,rqF
Encl.
Paye 2 of 2
www.lbbe com - P 0 Box 121550 k,deft-ori F-lo--ida 34712
Phone c,352j 242-0100 - Fax :352; 242-030-2
I A.., O0008— I
ITW Building Components Group, Inc.r%
1950 Marley Drive Haines City, FL 33844 r • �`.'jp�t
Florida Engineering Certificate of Authorization Number: 0 278 j°�. �t l 0.`r�
Florida Certificate of Product Approval # FL1999 •' V x�+3'•� "+
Page 1 of 1 Document ID: lUQ78975Z8109171001 an��Qg
�+ t7.22839
Truss Fabricator: Carpenter Contractors of America
Job Identification: REP / QX2 6P LOT 60 BLK 55 (W
Truss Count: 1 `* OF
Model Code: Florida BuiIding Code 2010 '
FBC2010Res/TPI -2007 (STD) �`' ���•'`+•
Truss Criteria: ����l.e►.;• '�
Engineering Software: Alpine Software,Version 10.03. A1
Structural Engineer of Record: The identity of the structural EOR did not exist as of iFA
Address: the seal date per section 61G15 -31.003(5a) of the FAC 10/09/2 12
Minimum Design Loads: Roof N/A
Floor - 55.0 PSF @ 1.00 Duration
Wind No Wind
Notes:
1. Determination as to the suitability of these truss components for the Walter P. Finn
structure is the responsibility of the building designer/engineer of -Truss Design Engineer -
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive
on the individual truss component drawing. Haines City, FL 33844
3. As shown on attached drawings; the drawing number is preceded by: HCUSR8975
Details: STRBRIBR-
#Ref Description Drawin #Date
1 28442--FT9 12283615 10/09/12
Repair Charge: $0.00 per Customer Agreement.
Amount to be invoiced separately.
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