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HomeMy WebLinkAboutPLAN REVISEDIC ID IF IF IK1 IL I WJ IN I1M I© IN is 4 5" 6 7 8 9 10 Il 9 - 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. , Reinforcing: P „._i._.v...,_,. _....._._.,_._f _. ...._._,v,....i ........_.,_., _, .._ .. RenfQrcing_s#eel. shall _be deformed, new -lalllet_steelina cor-dance-with AS]TM A_615 „ .,,,... _,..__..__._..... F j 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 ( p- _ g pp -.. _r _ .... _... r------the engineer. _ _ _ _ _ _ }_ G (+ T g Reinforcin over shall be: 3" for footings, 1/2" for slabs 1 1 /2 for columns and, beams, g i of exterior e�posure and 3/4" for slabs of interior exposure. ! , x , - 2,Gr>t,r__.�,�tn l t�n,vicr eJII aI) MIN. S FRONT_ SIDES_ CNR SID ce Y�� T 5T Lucid 4S?U.NTY.E REVIEW00 FOR COM I SITE OR NO INSPECT t Uti V 1 IUTY OF THE RECORD TO CODES. i BY 4 LU BE i) 1 WE �cc�.� i►� 1. , I.o. p t � 11! >I LOT 7 IR W MT 6 M N,B9'49'3]" E �4 Y 176.94' ' a �g 47 0. L O-i 8 M aft It a A 3 4 8' CIRT 9fi. � v � 8 I a �F7M aft ace. fi j � I ....».. i N 894657' 7 f 97AG' I as' 4 asNAL" ro R1w 5 6 7 k 10 1 i y N N •• W z� W W Wj z It z W 0 W J W W LW r U/)� 0 0 Z 0 U) W— iil y= Z � U W 0) M a0a Y Z F- U 1XNu" (1) it W N a SCALE: A-� tri 0 DRAWN BY: z