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CONTRACT LUMBER
Rev DATE RElAARkS GUNSTRA 1590 W. -NORTHFIELD DR.
BROWNSBURG, IN 46112
SHEET '2 "/"6 IsH °"'E - • - ) _
2 FAX ((3177) 852 8998
Walsh Engineering Services, P.C. Project No. 06246
8826 Southeastern Ave., Wanamaker, IN 46239 December 7, 2006
'hone: 317 -862 -4738
Fax: 317- 862 -4758
E -mail: eng @,walcngsvc.com
Dave Wilson
Contract Lumber
1590 W. Northfield Dr.
Brownsburg, IN 46112
Re: Gunstra - Monon and Main
Dear Dave:
Per your request, we analyzed the cantilevered deck beams on the above
referenced project. The treated, No. 2 Yellow Pine 2 -2x10 beams are 15'-10'/x" long. 1-he
overall width of the deck is 12' -3 %2" with the beam cantilevered 4' -2' /z" past the end of
the floor truss. Tl ere are a total of 4 beams, 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 maximum 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.
ft
Sincerely, 1 NO
Walsh Engineering Services, P.C. = 106"
�-Z - J0 STATE OF
Katherine Halley -Ames, P.E.
Engincer A.
11800th, 3
Mark Walsh, P.E."°`'
President Of
n; \PROJF(. '9\06246 \06240- I,wpd „
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CONTRACT LUMBER
Rev DATE RElAARkS GUNSTRA 1590 W. -NORTHFIELD DR.
BROWNSBURG, IN 46112
SHEET '2 "/"6 IsH °"'E - • - ) _
2 FAX ((3177) 852 8998
Walsh Engineering Services, P.C. Project No. 06246
8826 Southeastern Ave., Wanamaker, IN 46239 December 7, 2006
'hone: 317 -862 -4738
Fax: 317- 862 -4758
E -mail: eng @,walcngsvc.com
Dave Wilson
Contract Lumber
1590 W. Northfield Dr.
Brownsburg, IN 46112
Re: Gunstra - Monon and Main
Dear Dave:
Per your request, we analyzed the cantilevered deck beams on the above
referenced project. The treated, No. 2 Yellow Pine 2 -2x10 beams are 15'-10'/x" long. 1-he
overall width of the deck is 12' -3 %2" with the beam cantilevered 4' -2' /z" past the end of
the floor truss. Tl ere are a total of 4 beams, 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 maximum 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.
ft
Sincerely, 1 NO
Walsh Engineering Services, P.C. = 106"
�-Z - J0 STATE OF
Katherine Halley -Ames, P.E.
Engincer A.
11800th, 3
Mark Walsh, P.E."°`'
President Of
n; \PROJF(. '9\06246 \06240- I,wpd „
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