HomeMy WebLinkAboutStructural Engineering 72622 MICHELE CUDILO, P.E.
Consulting Structural Engineer
123 Cottonwood Lane • Centerville, Massachusetts 02632-1979 •
(508)737 8521 • mcudilo@comcast.net
Jesse Connell DATE: July 26, 2022
238 11`h St. NE
Washington, DC 20002
RE: STRUCTURAL SERVICES for RESD. Modifications
33 Pleasant,So.Yarmouth, MA
Dear Mr. Connell,
The Yarmouth building department requires clarification of the following:
1. overdriven nails at the front entry opening: the percentage reduction of capacity for the overdriven nail embedment
a small percentage(less than 50%)of nails is acceptable due to the excess sheathed wall area over the required
required to act as a shear wall for wind on the perpendicular side. in
q ed area
2. nailing_substitutlon in the Simpson LU210 hangers: the joist span is a
not required; the 8d nail substitution is adequate for the intended loads. proximately 6.5',therefore full hanger capacity is
The construction of the as-built framing on these items shown is adequate for the as-built co
nstruction.
This office recommends that the rough framing of the structural components shown on the submitted drawl
approved. drawings be
Sincer ly,
- / of MASsq
j/ 4 I. Ns4E a�``;
O MG 3.-�Hr" `{s ti
Michele Cudilo, P.E. # l '.9% �A Is
/2020-225/2 S S So �V ,
,0,9 y�ais��c