HomeMy WebLinkAboutB13-0023 REV1 PLANS DATE. 03/12113
FILE: 04-51
B EXI5TING 3 118 x 10 1/2 DRAM
2 - 1% x 16 LVL SI 6LUELAM BEYOND REvI!!ED'.
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EXI5TING 3 1/8 x 10 1/2
6LUELAM
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2 ROW5 ��� M.B. �,t•
® 24" O.G. (STAGGERED) TYP. TYP. 2 ROWS "m M.B. �' 5
24" O.G. (5TA66ERED) •o .•!••
GLUE W/ PL400 a •®®
2 - 1414 x 16 LVL 6 �"
GLUE W/ PL400
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NO 56ALE NO SCALE
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This addition has been designed to meet the requirements of the 2012 II
international Residential Gode with amendments as adopted by the Town of Vail.
All omissions or conflicts between various elements of the working drawings II
and/or specifications shall be brought to the attention of the Structural Engineer •• m
before proceeding with any work so involved. The General tractor shall verify
II
all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated with this
project. Furthermore, he shall be responsible for coordination of all work and �y
materials including those furnished by subcontractors. The Structural Engineer =1 II U, OPEN
shall be contacted during the construction phase to make the job site Inspections •• O
necessary to confirm that the actual field conditions are consistent with the EXISTIN6 FLOOR ® II Q
design assumptions and that the construction Is proceeding according to the FRAMING TO REMAIN x Q
plans and specifications. •• 11 \,
Live Loads Used In Design= II �OJJ
Roof 80 psf ?
Floor 40 psf ~
Earthquake Seismic Zone G `9
Wind a0 mph, 3 Second Gust °° x LU
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All 2x dimensional framing lumber to be #2 Doug-Fir or better. . lu
All Micro=lam's to be manufactured by Trus Joist MacMillan and conform to the
allowable stress requirements for a 1 5/4" 1A DF Micro=Lam LVL.
All machine bolts shall meet the requirements of ANSI/ASME Standard E30.2.1.
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T- "-0-m 'R A�vl I
Aft 6
Coss) II
56ALE 1/4"=1'-0"
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RECEIVED
By David Rhoades at 11:04 am, Mar 21, 2013