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SYM I REVISION I BY APPROVED DATE SYM <br />A I PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 I FIG RLT 10.25.19 <br />REVISION <br />110 <br />.j <br />BY I APPROVED <br />DATE <br />T.O. CONC <br />EL TBD <br />�Y1 y6, ACCEPTABILITY <br />®F WAS �� THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />APPROVED BY I DEPT. <br />Q4 <br />12�-7n <br />R. PINLAC <br />CHECKED <br />R. PINLAC <br />ENGINEER <br />DATE K. WITT <br />CHECKED <br />A. WARNER <br />APPROVED <br />R. PLUCINSKI <br />APPROVED <br />R. THIRDTYACRE <br />AE CJ ARMORED EDGE CONSTRUCTION JOINT, SEE SHEET 3280 FOR DETAILS, <br />CONTRACTOR TO VERIFY EXISTING LOCATIONS IN FIELD. <br />CSJ CONSTRUCTION JOINT, SEE DETAIL 4/S591-06, <br />LOCATE JOINTS PER SHEET 1S60-14. <br />CHANGE IN BOTTOM OF SLAB ELEVATION <br />® SEE SHEET 1S60-14 FOR ADDITIONAL INFORMATION <br />.4 , <br />1. SEE ELECTRICAL FOR GROUNDING. GROUNDING REQUIRED FOR ALL EMBEDDED ITEMS <br />INCLUDING: REINFORCING AND EDGE ANGLES. <br />HSS10x6 COLUMNS TYPICAL AT SUPPORT SPACE U,N,O. COLUMN LOCATIONS PER S591-02. <br />® 3" DEEP REMOVABLE 19-W-4 CARBON STEEL HEAVY-DUTY WELDED GRATING, McNICHOLS <br />TYPE "GHB" OR EQUAL. ORIENT GRATING AS SHOWN ON PLAN. <br />14 / FOUNDATION FOR LIFT TO BE DETERMINED AT LATER SUBMITTAL. CONTRACTOR TO <br />VERIFY LOCATION OF EXISTING GROUND AND GRADE BEAM PRIOR TO EXCAVATION. <br />L / 11/2" DEEP REMOVABLE 19-SI-4 SWAGE -LOCKED ALUMINUM GRATING, MCNICHOLS TYPE <br />"GIA" OR EQUAL. ORIENT GRATING AS SHOWN ON PLAN. <br />Lc> BP -A TYPICAL AT HSS10x6 U.N.O. <br />7, CONCRETE FOR MASS PLACEMENT: <br />A) ANY CONCRETE PLACED IN LIFTS GREATER THAN OR EQUAL TO 3 FEET SHALL BE <br />CONSIDERED MASS CONCRETE. <br />B) MASS CONCRETE SHALL BE PLACED, TEMPERATURE CONTROLLED AND CURED IN <br />ACCORDANCE WITH ACI 207 - GUIDE TO MASS CONCRETE. <br />C) CEMENT FOR MASS CONCRETE SHALL BE TYPE II, MH, <br />D) CONCRETE MIX SHALL INCLUDE ASTM C618 TYPE F FLY ASH. MAXIMUM FLY ASH <br />CONTENT SHALL BE LIMITED TO 25% OF TOTAL CEMENTITIOUS MATERIALS, BY WEIGHT. <br />E) MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED <br />11/2INCHES. <br />F) CONCRETE TEMPERATURE AT THE TIME OF PLACEMENT: 50 TO 70 DEGREES F. <br />G) PROVIDE PLACING PROCEDURES DESCRIBING METHODS FOR MAINTAINING <br />TEMPERATURE REQUIREMENTS SUBJECT TO REVIEW AND APPROVAL BY THE <br />ENGINEER PRIOR TO PLACING CONCRETE. <br />H) CURING SHALL BE BY APPROVED WET PROCESS ONLY, CURE UNTIL SURFACE <br />TEMPERATURE IS WITHIN 20 DEGREES F OF AMBIENT TEMPERATURE, AND CORE <br />TEMPERATURE AT MID -DEPTH OF SECTION IS WITHIN 30 DEGREES F OF AMBIENT <br />TEMPERATURE, <br />' <br />NEW 55 GALLON TRENCH PER DETAIL 21S591-08. LOCATE PER ARCHITECTURAL, <br />® PROVIDE GRATING SUPPORT AT CORNER PER DETAIL 31S591-08. <br />PROVIDE CONNECTION TO CONCRETE FACE PER DETAIL 11S591-07 <br />PRE-ENGINEERED ALUMINUM STAIR BY DELEGATED ENGINEER, LOCATE PER <br />ARCHITECTURAL, <br />FIXED BOLLARD PER 41S591-08 TYPICAL, LOCATE PER ARCHITECTURAL. <br />PROVIDE BASE PLATE AT SUPPORT SPACE COLUMNS PER DETAIL 61S591-06 WITH <br />TYPE 2 ANCHOR PER DETAIL 7IS591-06 U.N.O. <br />TYPE 6 ANCHOR PER DETAIL 0591-06. <br />® PROVIDE 90* CORNER SUPPORT GRATING SUPPORT AT (4) LOCATIONS, EACH <br />BOOTH. SEE DETAIL 31S591-08, <br />EXISTING CONCRETE ELEVATION TO BE VERIFIED BY CONTRACTOR, <br />10 DRAINS AND CLEANOUTS, TYPICAL SEE MECHANICAL DRAWING 1 M110-14 & 4IA540 <br />FOR LOCATIONS, LOCATE 1/2" BELOW TOP OF SLAB AND SLOPE 114:12 TO DRAIN. <br />1 CONTRACTOR TO NOTIFY ENGINEER IF EXISTING ARMORED EDGE CAN NOT BE <br />SALVAGED. <br />1 EMBED ANCHOR 9" INTO FOUNDATION. <br />3 EMBED ANCHOR ROD 12" MIN, BELOW BOTTOM OF TRENCH AND PROVIDE (3) #3 <br />HAIRPIN ANCHORS TOP, <br />14. COMPACT EXISTING SOIL UNDER FOUNDATION TO 98% PER ASTM D698. <br />15. CONTRACTOR TO PROVIDE FORM SAVER REINFORCEMENT COUPLERS BETWEEN <br />CONCRETE FOUNDATION POURS, <br />16. PARIDURR TO VERIFY ALL COLUMN AND ROBOT DIMENSIONS AND PROVIDE <br />APPROVAL PRIOR TO PLACING ANCHORAGE AND ANCHORAGE REINFORCING, <br />40Z8-S268 SCHEDULES <br />wa- - _. o ,II .**I -I <br />COMP NO. <br />f <br />