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REIN. DATE REMARKS
GUNSTRA 590 W.CNOR EM BR.
SHEET 12/4/06 LSS'E WE sROWNSBURC. IN 46712
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FAX ((3177) 852 8999
Walsh Engineering Services, P.C.
8826 Southeastern Ave., Wanamaker, TN 46239
Phone: 317 -862 -4738
Fax: 317- 862 -4758
E -mail: eng(q),walcngsvc.com
Dave Wilson
Contract Lumber
1590 W. Northfield Dr.
Brownsburg,IN 46112
Re: Gunstra - Monon and Main
Dear Dave:
Project No. 06246
December 7, 2006
Per your request, we analyzed the cantilevered deck beams on the above
referenced project. The treated, No. 2 Yellow fine 2 -2x10 beams are 15'- 10' /2" long. '17hc
overall width of the deck is 12' -3 %2" with the beam: cantilevered 4' -2 1 /z" past the end of
the floor truss. There are a total of 4 beam, with two of the beams connecting to each
side of the same truss.
The 2x10 that connects to the floor truss is to have a 16d nails at a maximiun of
12" o.c. into the bottom chord of the truss. Use 3 -16d nails at 16" o.c. to connect the
second 2x10.
This concludes the scope of engineering work requested. If further technical
assistance is needed, please call. ,`,oll"111110llq�r.
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Walsh Engineering Services, P.C.
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Katherine Halley-Ames, P.E.
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Engineer
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Mark Walsh, P.E.
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President
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