HomeMy WebLinkAboutS500COMPACTED/ENGINEER FILL REFERENCE 02200 OF SPECS. AND GEOTECHNICAL INVESTIGATION BOTTOM/FOOTING ELEVATIONSUITABLE BEARING MATERIAL AS DETERMINED BY TESTING AGENCY12PROPOSED GRADESTRUCTURAL COLUMN OR WALL FOOTINGNOTE: SLOPE OF EXCAVATION TO CONFORM WITH APPLICABLE REQUIREMENTS OF OSHA AND/OR STATE AND LOCAL CODES121SEE NOTE ABOVE1SEE NOTE ABOVEREFER TO THE GEOTECHINICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OR EX. SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.3 -#5 CONT. UNDER MASONRY WALL21LAP (TYP.)2' - 0"2" CLR.F'STEP' FOOTINGS IN INCREMENTS OF 8" TO MATCH MASONRY COURSINGCOMPACTED SUB-BASE FILLVAPOR BARRIER1' - 0"PLANSEE2' - 0"1' - 0"1' - 0"3" CLR.SLAB-ON-GRADE(2) #5 CONT.METAL STAIR STRINGER BY STAIR CONTRACTORTHICKENED SLAB AND STAIR STRINGER BEARING PLATECL#5 @12T/SLABEL=SEE PLAN2"CONTROL OR CONSTRUCTION JOINT SEE TYPICAL CONTROL OR CONSTRUCTION JOINT DETAILS ON THIS DRAWING FOR ADDITIONAL INFORMATION1/2" PREMOLDED ISOLATION JOINT MATERIAL (TYP.)CONCRETE PIER OR STEEL BASE PLATECOLUMN CENTERLINECOLUMN CENTERLINECONCRETE SLAB2"CONTROL OR CONSTRUCTION JOINT SEE TYPICAL CONTROL OR CONSTRUCTION JOINT DETAILS ON THIS DRAWING FOR ADDITIONAL INFORMATION1/2" PREMOLDED ISOLATION JOINT MATERIAL (TYP.)CONCRETE PIER OR STEEL BASE PLATECOLUMN CENTERLINECONCRETE SLABINTERIOR COLUMNEXTERIOR COLUMN1/4"x4 1/2"x0'-4 1/2" DIAMOND DOWEL PL w/POCKET FORMER @18" O.C.REINF. SEE PLAN FOR LOCATIONSCONSTRUCTION JOINT AND DIAMOND DOWEL PLATECLT/SLABEL=SEE PLAN1' - 0" LAPSLAB REINF. SEE PLAN FOR TYPESOFT-CUT SAWED CONTROL JOINTCLT/SLABEL=SEE PLAN1 1/2" CLR.1/8" WIDE x1-1/4" DEEP JOINT -SAW CUT JOINT AS SOON AS POSSIBLE AS NOT TO DISLODGE COARSE AGGREGATEVAPOR BARRIEROF SLABt = THICKNESSCOLUMN FOOTING PER PLAN AND SCHEDULECOMPETENT SOILSDESIGN B/F EL.T/F PER PLANT/S PER PLANNOTEEXTEND FOOTING TO BEAR ON COMPETENT SOILS AS APPROVED BY THE TESTING AGENCY. WHEN DIFFERENTIAL BETWEEN DESIGN B/F EL. AND APPROVED SOILS EXCEEDS 2'-0", LEAN CONCRETE FILL (2,000 PSI) MAY BE USED IN LIEU OF EXTENDING FOOTING AT CONTRACTOR'S OPTION.DOOR OPENINGSEE ARCH. DWGS. FOR SIZE AND LOCATIONON EACH SIDE)#5 DOWEL AT 24" O.C. (1 1/2" CLEAR OF JOINT1/4" JOINT MATERIAL FOUNDATION (BELOW)CONTROL OR CONSTRUCTION JOINT. SEE TYPICAL CONTROL AND CONSTRUCTION JOINT DETAILS FOR ADDITIONAL INFORMATION.SEE PLAN FOR FOOTING SIZE AND ELEVATIONCONTROL OR CONSTRUCTION JOINT. SEE TYPICAL CONTROL AND CONSTRUCTION JOINT DETAILS FOR ADDITIONAL INFORMATION.SEE PLAN FOR FOOTING SIZE AND ELEVATIONAAORSECTION A-ANOTE:REFER TO ARCH. DETAILS FOR INTEGRATION OF RIGID INSULATION UNDER DOOR SILL LOCATIONS.PROJ.EMBEDMENTBASE PLATE AND ANCHOR RODS2" NON-SHRINK GROUTTOP OF FTG./PIERLEVELING NUTSHEAVY HEX NUT AND WASHER -TACK WELD TO ANCHORMEZZ. COLUMNSPEMB COLUMNSCOLUMNS**DIA.EMBEDMENTANCHOR ROD SCHEDULE3"3" MIN. (OR PER ANCHOR PLAN)PROJECTIONF1554 GR 55 F1554 GR 55 MATERIAL2'-0"1'-0"* ANCHOR BOLTS TO BE SIZED AND PROVIDED BY PEMB CONTRACTORSCALEPROJECT NUMBERDATEDRAWN BYCHECKED BYSTRUCTURAL ENGINEERING BY: SURINAK ENGINEERING LLC3819 N. DELAWARE ST.INDIANAPOLIS, IN 46205317.500.3159WWW.SURINAKENGINEERING.COMCLIENT:NOTES:As indicatedS500DETAILS892985 N. RANGELINE RD.CARMEL, IN 46032MILLER AUTO CARE7-14-2020JARTJSHALSTEAD ARCHITECTS1139 SHELBY ST.INDIANAPOLIS, IN 46203No. Description Date3/4" = 1'-0"2OVER-EXCAVATION DETAIL -COMPACTED FILL1/2" = 1'-0"7STEPPED FOOTING DETAIL1" = 1'-0"9THICKENED SLAB SECTION AT STAIRS1" = 1'-0"1TYP. ISOLATION JOINT AT INTERIORAND EXTERIOR COLUMN DETAIL1" = 1'-0"4TYP. SLAB-ON-GRADE CONSTRUCTIONJOINT DETAIL1" = 1'-0"5TYP. SLAB-ON-GRADE CONTROL JOINTDETAIL1 1/2" = 1'-0"6TYPICAL EXTENDED FOOTING DETAIL1/2" = 1'-0"3TYPICAL INTERIOR DOOR DETAIL1 1/2" = 1'-0"8ANCHOR ROD DETAIL