The URL can be used to link to this page

Home My WebLink AboutS300 - Foundation and Slab Details - S3-03GRADE#6 CONT (TYP 4 SIDES)TURNED DOWN SLAB (ALL SIDES)OPTIONAL ROUGHENED CONSTRUCTION JOINTCRUSHED STONE FILL#4 DOWELS AT 1'-4"o.c. (TYP 4 SIDES)#4 AT 1'-4"o.c. EACH WAYEL TOP SLAB COORDINATE WITH MECHANICAL PLANS1111VARIES (COORDINATE WITH MECHANICAL PLANS)6"6"3'-8"1'-0"1'-0"3" CLR2 1/16" CLR1/4" PREFORMED JOINT MATERIAL WITH SEALANT (TYP)CONTRACTION JOINT AT CENTERLINE DOORDOOR FRAME (TYP)CONC SLAB ON GRADECMU WALL BEYONDCONTRACTIONJOINTFOOTINGELEVATIONTOP FOOTINGSECTIONPLAN1/2" = 1'-0"SECTFOOTING4"T/2TT/24"KEYWAY CONSTRUCTION JOINT6x6-W2.9x2.9 WELDED WIRE FABRIC, DISCONTINUE AT JOINTVAPOR BARRIERDRAINAGE FILL2-#4 (CONT)CONTRACTION JOINTWWFVAPOR BARRIEROPTIONAL KEYWAY CONSTRUCTION JOINTDRAINAGE FILLDRAINAGE FILLVAPOR BARRIERWWFDRAINAGE FILLVAPOR BARRIERWWF1/4" PREFORMED JOINT MATERIALDRAINAGE FILLVAPOR BARRIER6x6-W2.9xW2.9 WWFCONTRACTION JOINT A. TYPICAL CONSTRUCTION JOINTC. TYPICAL THICKENED SLABE. TYPICAL SLAB AT WALLD. TYP. DEPRESSED SLAB EDGE AT WALLB. TYPICAL CONTRACTION JOINTNOTES:1.ALL CONCRETE FOR SLAB ON GRADE SHALL BE F'c = 3500 PSI AT 28 DAYS.2.WELDED WIRE FABRIC TO BE DEPRESSED OR LAPPED AT ALL DEPRESSIONS.6"6"4"8"8"4"6"6"6"6"SEE PLAN6"6"6"6"2'-0"EEEE(TYP)45.00°45.00° (TYP)(TYP)45.00°(TYP)45.00°CL COLUMNCONTROL JT (TYP) SEE PROJECT MANUALSTEEL COLUMN1/4" PREF JT MATCONSTRUCTION JOINT (TYP)STEEL COLUMN1/4" PREF JT MATCONSTRUCTION JOINTCMU FDN WALLCL COLUMN1/4" PREF JT MATCMU FDN WALLSTEEL COLUMNCONTROL JT (TYP) SEE PROJECT MANUALCONSTRUCTION JOINT (TYP)1/4" PREF JT MATCMU FDN WALLSTEEL COLUMNCONTROL JT (TYP) SEE PROJECT MANUALCONSTRUCTION JOINT (TYP)CL COLUMNNOTES:1.SEE THE PROJECT MANUAL FOR CONTROL JOINT AND CONSTRUCTION JOINT REQUIREMENTS2.THICKEN SLAB WITHIN ISOLATION ATCOLUMNS TO FULLY ENCASECOLUMN BASE PLATES AND ANCHORRODS IN CONCRETE3.24" DIAMETER FORM WITH KEYWAYMAY BE SUBSTITUTED FOR SQUARECONSTRUCTION JOINT SHOWNA. COLUMN ON ISOLATED FOOTINGB. COLUMN ALONG FOUNDATION WALLC. COLUMN AT OUTSIDE CORNERD. COLUMN AT INSIDE CORNERE. CONSTRUCTION JT AT FOOTING2'-0" (TYP)2'-0" (TYP)2'-0" (TYP)2'-0" (TYP)EQEQEQKEYWAYTOP FOOTINGCOLUMNISOLATIONCONSTRUCTION JOINTTYP CONC SLAB ON GRADE1'-0"SEE PLANBEYONDWALL4"1'-4" (TYP)END OF CONC OR FIRST SLAB JOINT #6 (CONT)#3 DOWELS AT 1'-0"o.c. AROUND STOOPGRADE BEAM (SEE PLAN FOR SECTION)SEPARATE INTERIOR AND EXTERIOR SLAB w/ 1/2" PREF JT MAT6" EXTERIOR CONC STOOP#4 AT 1'-0"o.c. w/ HOOKED ENDS EA WAY#4 DOWELS AT 2'-0"o.c. (TYPICAL). FIN FLOOR EL.= SEE PLANCONC SLAB ON GRADE1'-4"1'-4"SEE SITE PLAN (8'-0" MAX)VARIES2 1/2"3'-8"TYP 3 SIDES8"4"L2x2x1/4 w/ 1/4" DIA ANCHORS AT 2'-0"o.c.1 1 /2 "SEE PLANFIELD VERIFY(U.O.N.)3"NEW CONCRETE STOOPEXISTING CONCRETE FLOOR SLAB1/2" EXPANSION JOINT WITH SEALANTEXISTING TRENCH FOOTINGREMOVE TOP PORTION OF EXISTING TRENCH FOOTING AS REQUIRED TO ACCOMMODATE NEW FLOOR SLAB4"4" (UON)1'-4" (TYP)END OF CONC OR FIRST SLAB JOINT #6 (CONT)#3 DOWELS AT 1'-0"o.c. AROUND STOOPGRADE BEAM (SEE PLAN FOR SECTION)SEPARATE INTERIOR AND EXTERIOR SLAB w/ 1/2" PREF JT MAT6" EXTERIOR CONC STOOP#4 AT 1'-0"o.c. w/ HOOKED ENDS EA WAY#4 DOWELS AT 2'-0"o.c. (TYPICAL)FIN FLOOR EL.= SEE PLANCONC SLAB ON GRADE1'-4"1'-4"SEE SITE PLAN (8'-0" MAX.)BEYONDWALL2 1/2"3'-8"3" CLRTYP 3 SIDES8"1 1 /2 "4"T/SLABEL.= 100'-0"SEE FOOTING SCHEDULEFOR FOOTING SIZE ANDREINFORCING INFORMATIONT/FOOTINGEL.= SEE PLANNOTE:1. ALL STEEL BELOW TOP OF SLAB SHALL BE COATED WITH BITUMINOUS COATING.COLUMN BASE(SEE DETAIL)PREFORMED JOINT MATERIAL WITH SEALANTCLR.3"3" CLR.COLUMN (SEE PLAN)2" NON-SHRINK GROUTREPLACE SLAB-ON-GRADE,REINFORCE WITH #4 AT 12" o.c.EACH WAY(TYP.)1'-0" ±EXISTING SLAB-ON-GRADE5-6" THICK (V.I.F.), (TYP.)#4 AT 18" o.c. ALL AROUND,DRILL AND ADHESIVE ANCHORINTO EXISTING SLAB WITH 4 1/2" MIN. EMBEDMENT0.710"1'-6"EL. = 100'-6"T/CONCRETEEL.= SEE PLANT/FOOTINGEXISTING DOCK SLAB ELEV. VARIES, SEE CIVIL DRAWINGSEXISTING DOCK RETAINING WALLEXISTING RETAINING WALL FOOTINGSTEEL COLUMN (SEE PLAN)8" CMU REINFORCEDWITH #5 AT 48" o.c.IN GROUTED CELLS0.8EL.= 92'-8"T/EXISTING FOOTING(FIELD VERIFY)CONCRETE SLAB ON GRADEEL.= 100'-0"T/SLABCOLUMN BASE(SEE DETAIL)COLUMN FOOTING (SEE PLAN)6"#4 AT 18" o.c.VERTICAL E.F.(3)-#4 HORIZONTAL E.F.#3 AT 18" o.c., DRILLAND ADHESIVE INTO EXISTING WALL WITH 4 1/2" EMBEDMENT4 1/2"2 1/2" MIN. EDGE DIST. AT DRILLED BARS, TYP.YEL.= 105'-6"T/STEELEL.= 106'-6"T/STEELEL.= 100'-6"T/CONCRETE WALLEL.= 96'-4"T/PIT SLAB1'-0"EL.= SEE CIVILT/EXTERIOR SLABEL.= 100'0"T/SLABHSS4x4x1/4 COLUMNHSS4x4x1/4 COLUMNSTEEL BEAM (SEE PLAN)STEEL BEAM (SEE PLAN)COLUMN BASE (TYP.)(SEE DETAIL)#4 BARS AT 12"o.c. (TYP.)#4 BARS AT 12"o.c. (TYP.)CONCRETE FOUNDATION WALL (TYP.)6"8"8"7'-0"8"8"8'-4"1'-11 3/8"3 5/8"#5 BARS AT 12"o.c. E.W. T&B#5 BARS AT 12"o.c. E.W. T&BSEE PLAN AND2/S3.01 FORINFORMATION1/2" COMPRESSIBLE FILLER AND SEALER ALL AROUNDALL STEEL AND DECKING SHALL BE HOT-DIP GALVANIZED1 1/2" GALV. METALROOF DECKWATERSTOP(TYP.)NEW CMU WALL, UNREINFORCEDEXIST. SLAB ON GRADE#4 AT 12" o.c. CONT.4"2'-0"6"#4 x 1'-10 1/2" AT 12" o.c.DRILL AND ADHESIVE AT MIDDLE OF EXIST. SLABEMBED4 1/2"LOCALLY DEMO AND REPLACE EXIST. SLAB ON GRADE AT LOCATION NOTED ON PLANCMU WALL(SEE PLAN)CONCRETE SLAB ON GRADEEL= 100'-0"T/SLABEL= 98'-0"T/FOOTINGEL= 99'-4"T/SLABINSULATED FREEZER/ COOLER WALL PANELTRENCH FOOTING (SEE PLAN)FLOATING CONCRETE SLABRIGID FREEZER INSULATION4"4"4"UNREINFORCED CMU WALLCONCRETE SLAB ON GRADEEL= 100'-0"T/SLABEL= 99'-4"T/SLAB4"4"4"INSULATED FREEZER/COOLER WALL PANEL8"FLOATING CONCRETE SLABRIGID FREEZER INSULATION#4 BAR (CONT) EXTEND 1'-0" BEYOND EDGE OF DEPRESSION (TYP.)4"4"4"#4 AT 12" o.c.EL= 100'-0"T/SLABEL= 99'-4"T/SLAB4"4"4"INSULATED FREEZER/COOLER WALL PANELFLOATING CONCRETE SLABRIGID FREEZER INSULATIONEXISTING CONCRETE SLAB ON GRADEREMOVE TOP PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW FLOOR SLAB#5 DOWELS AT 1'-0"o.c. EPOXY ANCHOR INTO EXISTING CONCRETE SLAB (6" EMBED).EXISTING FOUNDATION WALL3'-8"1'-4"1'-3"1"(2)-#4 CONT.10.9EL= 100'-0"T/SLABEL= 99'-4"FOUNDATION WALLT/EXISTINGNEW CONCRETE SLAB ON GRADEEXISTING CONCRETE SLAB ON GRADEEXISTING MASONRY WALLEXISTING FOUNDATION WALLPREFORMED JOINT MATERIAL WITH SEALANTSTEEL COLUMN (SEE PLAN)EL= SEE PLANT/FOOTINGLEAVE OUT SLAB UNTIL LIFT IS INSTALLED5'-0"1'-6" ±9" ±9" ±1'-6"EL.= 100'0"T/SLABINSTALL SLAB AFTER LIFTAND CONTAINMENT TUBEIS PLACED IN OPENINGCOORDINATE WITH LIFT MANUFACTURERFOR EDGE/FRAME DETAIL (ALL AROUND)4 1/2"#4 AT 12" o.c., DRILL AND ADHESIVE INTO EXISTING SLAB#4 AT 12" o.c.(TYP.)(3)-#5 CONT.(TYP.)LIFT AND CONTAINMENT TUBEAPPROX. 8'-6" INTO GROUNDBELOW SLAB. COORDINATE WITHMANUFACTURER FOR INSTALLATIONDETAILS AND SEQUENCE.1/2" COMPRESSIBLE FILLER AND SEALER ALL AROUNDEL.= 100'-6"T/CONCRETE WALLEL.= SEE CIVILT/EXTERIOR SLAB#4 BARS AT 12"o.c. (TYP.)#4 BARS AT 12"o.c. (TYP.)CONCRETE FOUNDATION WALL (TYP.)#5 BARS AT 12"o.c. E.W. T&B#5 BARS AT 12"o.c. E.W. T&B1'-0"5'-0"SEE PLANT/STEEL VARIESSTEEL BEAM (SEE PLAN)ALL STEEL AND DECKING SHALL BE HOT-DIP GALVANIZED1 1/2" GALV. METALROOF DECK1'-0"6"1'-0"6"WATERSTOP (TYP.)TLF, INC.Indianapolis, Indiana 46268317-334-1500317-334-1552Fax:TLF Job No:3901 West 86th Street, Suite 200Phone:COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECT2023-119STRUCTURAL ENGINEER9/20/2023 12:03:17 PMC:\Users\tchariton\Documents\2021_STRC_221165.01_Carmel HS Polytechnic_tcharitonCLENT.rvtNOT FOR CONSTRUCTIONPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATION520 EAST MAIN STREETCARMEL, IN 46032FOUNDATION AND SLAB DETAILSS3.03PROJECT ISSUE DATE: 08/31/2023100% CONSTRUCTION DOCUMENTSDRAWN BY: JDRCARMEL CLAY SCHOOLS317-848-0966350 E. NEW YORK ST. SUITE 300, INDIANAPOLIS, IN 46204N.T.S.TYPICAL EXTERIOR MECHANICAL SLAB3SCALE: 3/4" = 1'-0"TYPICAL SLAB AT INTERIOR OPENING4N.T.S.TYPICAL 6" CONCRETE SLAB ON GRADE6N.T.S.TYPICAL SLAB ISOLATION7N.T.S.CONCRETE STOOP AT OVERHEAD DOOR2SCALE: 1 1/2" = 1'-0"SLAB AT EXISTING FOOTING8N.T.S.TYPICAL CONCRETE STOOP1N.T.S.TYPICAL INTERIOR COLUMN FOOTING INEXISTING BLDG10SCALE: 3/4" = 1'-0"FOUNDATION ALONG EXISTING DOCKWALL11SCALE: 3/4" = 1'-0"OIL WASTE TANK PIT SECTION12SCALE: 1" = 1'-0"SLAB REPLACEMENT AT NEW CMU WALL5SCALE: 3/4" = 1'-0"SECTION13SCALE: 3/4" = 1'-0"SECTION14SCALE: 3/4" = 1'-0"SECTION15SCALE: 3/4" = 1'-0"SECTION16N.T.S.RECESSED LIFT SLAB DETAIL9SCALE: 3/4" = 1'-0"OIL WASTE TANK PIT SECTION17REV.NO.DESCRIPTIONDATE1ADDENDUM #109/21/20231