HomeMy WebLinkAboutDRB110354 Plans4�
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DATE: 05/11/11
FiLE: Aspen -51
DRAWN: TMB
FMVISED:
REViSED:
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GENERAL. N07ES
51=r 1 r I GAT T ON5
This structure has been designed to meet the requirements of the 2004
All framing lumber to be #2 Doug -Fir or better.
International Residentiai Code with amendments as adopted by the Town of Vail.
All connection hardware to be by the Simpson Company.
All omissions or conflicts between various elements of the working drawings
and /or specifications shall be brought to the attention of the Structural Engineer
Glue "sister" 2x10 "s to existing . joists with PL4OO and nail with two rows
gd � 6" O.G. Existing hanger adequate for double Joist.
before proceeding with any work so involved. The General Contractor shall verify
all dimenslons and conditions at the ,job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated wlth this
project. Furthermore, he shall be responsible for coordination of all work and
materials including those furnished by subcontractors. The Structural Engineer
-hail be contacted during the construction phase to make the job site inspections
necessary to confirm that the actual field conditions are consistent with the
design assumptions and that the construction is proceeding according to the
plans and specifications.
Live Loads Used in Design:
Decks 100 psf
Earthquake 5elsmic Zone G
Wind qO mph, 3 Second Gust
Cl
i
iv
DATE: 05/11/11
FiLE: Aspen -51
DRAWN: TMB
FMVISED:
REViSED:
UA,
C 1♦
iR`dE�
r �
14211 = 11 -0II