HomeMy WebLinkAboutB11-0332 REV1 plans approved � .
G��l�i��� �IOT�s
ThlS structure has been deslgned to meet the reqylrements of the 2012
International Residential Gode with amendments as adopted by the Town of Vail.
All omisslons or conflicts between various elements of the working drawings
and/or speclflcations shall be brought to the attentlon of the Structural Engineer
before proceedtng with any work so Involved. The General Gontractor shall verify
all dtmensions and conditlons at the�ob site and shall be responsible for the
means, methods, te�hniq,ues, seq,uences and procedures assoclated with thls
pro�ect. Furthermore, he shall be responsible for coordfnatlon of all work and
materials including those furnished by subcontractors. The Structural Engineer
shall be �ontacted during the construction phase to make the �ob site Inspectlons
necessary to �onflrm that the actual fleld condittons are conslstent with the
des�gn assumpt�ons and that the constructlon �s proceed�ng accord�ng to the
plans and specifications.
Live Loads Used tn Design:
Decks 100 pounds per sq.uare foot
Wind q0 mph, 3 Second Gust
Earthquake Sefsmic Zone G
The foundation design for this structure Is based upon the assumed bearing
capac�ty of 200o psf.
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S��GI � IG�TIO�I� '��- _�
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All framing lumber to be #2 Hem-Fir or better.
All decking to be #2 Hem-Fir or better.
All conne�tion hardware to be by the 5►mpson Gompany. a..o�NOM @O�•
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All concrete shall achieve 2q00 psl compressive strength in 28 days. V�� ��:
: 149 �
All relnforcing steel to be Grade 60. . �
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DATE= �
GAR�l1E DUPLEX DEGK ADDITION 10���3 `.b��"����,►�.
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