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HomeMy WebLinkAboutPLAN REVISEDIC
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Clear building areas Y trees, roots, organics an other d I teriou materials. BackfiI with
selected granular material in 1;5" maxi um lifts and com act to alminimurn density of
was det rmined y AST D=1557. Alllowable foil press;iare shall be 2500 SF and shall
be verified by. Testing laborat' ry.
Concrete:
Cincrete s all envel p a mini um s#re�ngth of 3t000 PSI at 28 days. All concrete shall be
ready and in ccordane with ATM C-9. Slump and cylinder tests shall be
performed by an indopendentl testing laboratory. Tests for each 5q cu yard of concrete.
Maximum allowable stump-sh-ali be 5 iriches.
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Reinforcing:
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RenfQrcing_s#eel. shall _be deformed, new -lalllet_steelina cor-dance-with AS]TM A_615 „ .,,,... _,..__..__._..... F
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grade 60 an detailed in accordance with ACI 315. All splices hall be accordance with �, @
j Chapter 12 of ACI 318, with 4 minimum splice of 40 bar'diameters. 146e Nola hUrul rUkl�
Steel fabricators shal
l submit four sets of she drawin s'for the review and a royal of i
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Reinforcin over shall be: 3" for footings, 1/2" for slabs 1 1 /2 for columns and, beams,
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of exterior e�posure and 3/4" for slabs of interior exposure. !
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