HomeMy WebLinkAbout07020051 Correspondence10/12/2007 14:20 3175798937 SCHWARZ ENGINEERING PAGE 02
SCMIM
ENGINEERING GROUP
I N C O R P D R A 7 E 0
October 12, 2007
Mr. Tim Marsh
Pulte Homes of Indiana
11590 N. Meridian Street - Suite 530:
Indianapolis, IN 46032
Re: Guilford Townhomes Building 17
Dear Mr. Marsh,
317.5'9.6927 N.1
317.5; 3.8937 lax
13023 iockburn Place
Pishars, Indiana 46-JU
schwarzanglneeringgrouo.mm
Per your request I have evaluated the deck framing on the townhome building referenced above. It is
my understanding that the municipal inspector has expressed concern about the support of the end
joists.
The end joists on the decks are approximately 6-feet long. The floor joists are spaced at 16 inches on
center. The end joists are fastened at each end with MP5 framing angles by USP Connectors.
I have determined that the structural capacity of the MP5 framing angles exceeds the loading.
Therefore the angles as installed are structurally acceptable.
The manufacturer of the angles, as well as the manufacturer of the hanger nails should verify that the
corrosion protection of the angles/nails is compatible with the treatment of the lumber.
I appreciate the opportunity to be of service and please contact me if you have any further questions
or comments.
My opinion, stated herein, is limited to those issues discussed. Other issues regarding the
construction, if any, are beyond the scope of this letter.
Regards,
Schwarz Engineering Group, Inc.
I? -
ohn D. Schwarz
Structural Engineer
110. "i * 198Q0162 ' 2
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