HomeMy WebLinkAboutDRB16-0293_AD1.06_1486404038.pdf 2
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Thfa structure hag been designed to meet the requirements of the 1991 Uniform Building Code withuj
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amendments as adapted by the Town of Vail. mea-� Ma E
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Ai1, 11rglonle or conflicts between various elements of the working drawings and/or spccifSctions shall G I Q i_ V
brought to the attention of the Structural Engineer before proceeding with any work so involved. The CI �- > ^ N W
Cil Contactor shall verify all dimensions and conditions at the Job site and shall be responsible for the ' - It
means,methods,techniques,sequEnt and procedures associated with this project. Furthermore,he shah W m x o� i.Ju
be responsible for coordination of all nd work amatte Ialtx including those furnished by subcontractors. The
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Strotturel Engineer shallbe contacted during the construction phase to make the job site inspections co o o., J
necessary to confirm that the Actual field conditions are consistent with the design assumptions and that the w -`' > J Z
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construction isproceeding according to the plans and specifications. V ? W
Live Loads Used In Designs;: = Z
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Floors IO40 D
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Decks 10D p:sf • } i
Earthquake Zone I LBC .. „" (Vt
Wind ' 80 mph, Exposure B """` ��
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The foundation design for this residence is based upon assumed b ring capacity of 2000 psf and an - ----&-':- - m I �` J ...wee,. I�0 - 13'4 x 1 1 i U Le
assumed lateral pressure of 45 pcf. The Soils Engineer shall be contacted during excavation to inspect the !-"-""--"-""J _ SEAL
site and confirm that conditions are consistent with this assumption, The Oeneral Conirractor should review �' 1
the Soils Engineer's report and follow its recommendations for excavation, backfilling, grading and
drainage systems. is
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All framing lumber to be#2 Doug-fir or better. 4 �v
All micro•lsm's to be manufactured by Tius Joist MacMillan and conform to the allowable stress O
requirements for a 1314"" IMF Micro-Laren LVL. ~'`.'.
'All TJi joists to be manufactured by Trus Joist MacMillan. ^i + V °-0
All GIue-lam beams to conform to the allowable stress'requirements kr a F24-V4 combination beam. • "'-' F "� A' �/ I�
All connection hardware to be by The Simpson Company. , ' 3 p I . r�, �/ L. L1"� 4 I '-°' • I..f� o
• All roof decking to be S18"C-C Eart-APA 32/16 plywood. Nail with 10 4 6"o.cr at panel edges and @ + . # t°' I --. . . . _ ... . .. . . .. . .. , . . , Ce
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i "o.c.ins yield, t � , 1 6/4# 0( 1 1 Ville
All o.c. decking to be 314n C`J3 int-�4l'A 4 1 0 T&t2 plywood. Ctu,e shaming to joists with lhL4tIQ and �a ... U p p E •:'L .v _ _ �•s�, ,''a�rv .. . < Ltl
• nail with IOd @ b"'o.c.at panel edges and 12"Iler in the field. • i ep j I/2 r I to 4a°/r ,. { ®� I'
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. All wall sheathing to be l/ oriented strand board, Nail with Sd i S o•c• at panel edges and 1 o,c• �' . CD
in the field. , rl l •x • ' 0 14*+LA.. 1-1 Ie
All concrete to attain a compressive strengthof 301 i Ire8 days. ' I
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All reinforcing bars to be trade 60. Y V{ ,> . �',�l,,r a� ) � �i J
All steel beams shall conform to ASTM A36 specifications. 15er e HAI LP . .
All steel pipe columns shall conform to ASTM A,53,Type E specifications. r .4Z0441"15-4 1 si; 6/114 ISSUED FOR:
All steel bolts shall conform to ASTM A307 specifications, . _ • •
~'t No. DATE COMMENT
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1 V A 07/25/2016 DRB
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......� . . .. '..: . .. j•. . EXISTING
FIRST LEVEL
FRAMING PLAN
SECOND LEVEL FRAMING PLAN EXISTING CONDITIONS _
AD 1.06 1/4" = 1 r-0"
PROJECT No. DATE
20162471.00 7/14/2016
DRAWN BY CHK BY TRV BY
JBR TL
SHEET No.
AD1 . 06
SCALE: AS SHOWN