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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S5 - FOUNDATION DETAILSCOLUMN, SEE PLANBASEPLATE AND ANCHOR BOLTS PER SCHEDULESLAB, SEE PLANSECONDARY POUR W/ CONCRETE1/2" EXPANSIVE JOINT-FILLER STRIPSTYP3" MIN CLR,TYP3" MIN CLR,CENTERED ON COLUMNLENGTH / WIDTHTOP REINFBOTTOM REINFTHICKPLANSEET.O. SLABCENTER COLUMN ON GRID LINES, UNLESS NOTED OTHERWISEDOWELS3"3"CLOSED TIESCONCRETE PEDESTALSTEEL PIPE SLEEVE WHEREREQUIRED EITHER THROUGHTRENCH OR BELOW FTG. MAXPIPE SIZE NOT TO EXCEED 8" DIA (ACTUAL OD)GROUT SOLIDWALL FTG & REINF,SEE: FOUNDATION PLANWALL FTG & REINF,SEE: FOUNDATION PLAN#5 BENT BARS, QTY SAME ASFTG, 3" MIN CLR#5 BENT BARS, QTY SAME ASFTG, 3" MIN CLR118"MIN1' - 0"MAX8"MAX8"8"MIN1' - 0"1' - 0"1' - 0"TYP48" BAR DIA,TYP48" BAR DIA,CONTROL JOINT(C.J.)NOTES:1. CONTROL JOINT SHALL BE A MINIMUM OF 1/4" WIDE AND ONE FOURTH THE SLAB DEPTH.2. JOINTS SHOULD BE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH THAT THE SAWING DOES NOT RAVEL JOINT EDGES OR DISLODGE COARSE AGGREGATE PARTICLES.3. CURE SLAB PER SPECIFICATION REQUIREMENTS.SEE PLAN FOR REINFORCEMENTVAPOR BARRIER -10MILPOLYETHYLENE SHEET4" OR 6" THICK CONC SLAB -ON-GRADE, SEE PLANCUT WIRE MESHTSAW CUT 1" IF JOINTS ARE TO BE FILLEDSLAB REINFORCEMENTCONCRETE SLAB, SEE PLANPOUR #1POUR #2APPLY CURING COMPOND TO SLAB EDGE IMMEDIATELY AFTER FORM IS REMOVED3/4" DIA X 14" LONG SMOOTH DOWEL AT 12" OC. PLACE CENTERED IN SLAB -LIGHTLY GREASENOTES:1. USE A DOWEL BASKET ASSEMBLY TO SUPPORT DOWELS ACROSS JOINT.2. CONSTRUCTION JOINTS SHALL BE LOCATED AT CONTROL JOINT LOCATIONS AND NO CLOSER THAN 5-FT FROM ANY OTHER JOINT WHICH RUNS PARALLEL.-JOINTSLAB PENETRATIONTYP1' - 6"FLEXIBLE CLOSED CELL FOAMPLANK FULL DEPTH OF SLAB. SEE ARCHITECTURAL FOR SEALANT(2) #4 U-BARS -TOP AND BOTTOM. INSTALL TOP REINFORCEMENT 1 1/2" CLEAR FROM TOP OF SLAB. INSTALL BOTTOM REINFORCEMENT 2 1/2" CLEAR FROM BOTTOM OF SLAB(2) #4 U-BARS -TOP AND BOTTOM ON OPPOSITE SIDE. INSTALL TOP REINFORCEMENT 1" CLEAR FROM TOP OF SLAB. INSTALL BOTTOM REINFORCEMENT 2" CLEAR FROM BOTTOM OF SLABNOTES: 1. PENETRATION DETAIL IS FOR ROUND PENETRATIONS SUCH AS DRAINS, CLEANOUTS, PIPING, GUARD POST, CONDUIT, ETC.2. DETAIL IS FOR PENETRATONS UNDER 8" DIAMETER.TYP SLAB TRANSITIONTYP SLAB STEP4" SLAB THICKNESS6" SLAB THICKNESS1"8" MIN4"T1T2FREEZER, SEE ARCH / MECH#5 REBAR (CONTINUOUS AT STEP)SAW CUT JOINT(CJ)6" THICK CONC SLAB-ON-GRADE4" THICK CONC SLAB-ON-GRADE6 X 6 -W2.0 X W2.0 WWFVAPOR RETARDER -10 MIL POLYETHYLENE SHEET6 X 6 -W2.0 X W2.0 WWFVAPOR RETARDER -10 MIL POLYETHYLENE SHEETSEE PLANSEE PLANRECESS SLAB EDGE FOR PRECAST BASE AS REQDCOL & BP PER PLAN AND SCHEDULEFILL W/ CONCRETE1/2" EXPANSIVE JOINT FILLERTHICKENED SLAB EDGE, SEE PLANSLAB-ON-GRADE, TYPSEE PLANSEE PLANRECESS SLAB EDGE FOR PRECAST BASE AS REQDCOL & BP PER PLAN AND SCHEDULEFILL W/ CONCRETE1/2" EXPANSIVE JOINT FILLERTHICKENED SLAB EDGE, SEE PLANSLAB-ON-GRADE, TYPSLAB CONTROL JOINT11 7/8"4 1/4"1 1/2"1/8"TACKHEADORDAMAGETHREADS1 1/2"10 7/8"5 1/8"1 1/2"2"1' - 0"PL 3/4" THICKBASEPLATE1/41' - 0"1 1/2"4 1/2"4 1/2"1 1/2"1 1/2"4 1/2"4 1/2"1 1/2"PL 1/2"X2"X2"PLATE WASHER (4)(4) 3/4" DIA THREADED ROD ANCHORS W/OVERSIZE HOLES1/4TYP1' - 2"PL 3/4" THICKBASEPLATE1/41' - 2"1 1/2"5 1/2"5 1/2"1 1/2"1 1/2"5 1/2"5 1/2"1 1/2"PL 1/2"X2"X2"PLATE WASHER (4)(4) 3/4" DIA THREADED ROD ANCHORS W/OVERSIZE HOLES1/4TYP1' - 10"PL1 1/2" THICKBASEPLATE1/41' - 6"2 1/2"6 1/2"6 1/2"2 1/2"2 1/2"8 1/2"8 1/2"2 1/2"PL 1/2"X2 1/4"X2 1/4"PLATE WASHER (6)(6) 1 1/2" DIA THREADED ROD ANCHORS W/OVERSIZE HOLES1/4TYP3/4" GUSSET PLCONC SLAB, SEE PLANC CHANNEL, SEE PLANL4X4X1/4"X0'-5" LG W/ (2) 1/2"X4" LG SIMPSON TITEN HD SCREW ANCHOR, 2" MIN CLR TO SLAB EDGE3/1603 SIDEMIN3"1"3"1"(2) #5 CONT1' - 4"CONC SLAB, SEE PLAN(2) #5 CONT1' - 4"1' - 4"CLR3"CLR3"11SEE WALL SECTIONS FOR MORE INFONOTE:COORDINATE LAYOUT W/ ARCH DRAWINGSCONC SLAB, SEE PLAN121' - 4"1' - 4"(2) #5 CONTCONC OVERPOUR AROUND COLEXTEND COL OVERPOUR TO COVER BASEPLATE (BELOW SIDEWALK)TYP EXTERIOR COLTYP THICKENED SLAB EDGE16S5FOOTING -SEE PLAN6"3/8 53/88"1' - 1"1' - 2"1' - 0"5"10"16S5FOOTING -SEE PLAN2"3 1/2"NON-STRUCTURALCONCRETE PIER& SCHEDSEE PLANSCHEDSEECONC SLAB, SEE PLAN(2) #5 CONT1' - 4"1' - 4"CLR3"CLR3"11HSS COL, SEE PLAN3/168"MIN4 1/2"25S54 1/2"1 1/4" TYP8"5 1/2"3/8"X 9"X 8" EMBED PLATE W/ (2) 5/8"X8" HEADED ANCHOR STUDSCONC SLAB, SEE PLANPROVIDE 12"X12" THICKENED SLAB AS SHOWN 4"1' - 0"112 TIES WITHIN 6" OF TOP OF PIER BALANCE AT 6" OC MAXU-BARSACI 90 DEGREE HOOKCONCRETE OVERPOURTHICKENED EDGEHSS BRACEGUSSET PLATEGRIDFOOTINGSTRUCTURAL PIER4"8"4"8"4"4"4"#4 TIES #5 U BARS EW4"6"5 @ 4"6"4"BP3GRIDGRID22S5SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 5:36:24 PMS5218071904/17/2020RCWSMFOUNDATION DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORN1/2" = 1'-0"S51COLUMN FOOTING WITH PEDESTAL3/4" = 1'-0"S52FOOTING PIPE PENETRATION DETAIL1" = 1'-0"S54TYPICAL SLAB / CONTROL JOINT DETAIL1" = 1'-0"S55SLAB CONSTRUCTION JOINT1" = 1'-0"S53SLAB PENETRATION DETAIL - ROUND1" = 1'-0"S56TYPICAL SLAB TRANSITIONS3/4" = 1'-0"S57CORNER COLUMN ISOLATION JOINT DETAIL3/4" = 1'-0"S58EXTERIOR COLUMN ISOLATION JOINT DETAIL1" = 1'-0"S513ANCHOR ROD & GROUT DETAIL1 1/2" = 1'-0"S514BP1 BASEPLATE DETAIL1 1/2" = 1'-0"S515BP2 BASEPLATE DETAIL1 1/2" = 1'-0"S516BP3 BASEPLATE DETAIL3/4" = 1'-0"S511FOUNDATION DETAIL3/4" = 1'-0"S510THICKENED EDGE WITH CURB DETAIL3/4" = 1'-0"S59FOUNDATION DETAIL3/4" = 1'-0"S517EXTERIOR COLUMN OVERPOUR1/2" = 1'-0"S518COLUMN AT BRACE DETAIL WITH PIER1 1/2" = 1'-0"S512BRACE BASEPLATE DETAIL1/2" = 1'-0"S519COLUMN ATBRACE DETAIL WITHOUT PIER1 1/2" = 1'-0"S520STRUCTURAL PIER DETAIL, TYPE P11/2" = 1'-0"S523NON-STRUCTURAL PIER DETAIL3/4" = 1'-0"S524FOUNDATION DETAIL1 1/2" = 1'-0"S525FOUNDATION DETAIL3/4" = 1'-0"S526FOUNDATION DETAIL3/4" = 1'-0"S522P2 PIER ELEVATION3/4" = 1'-0"S521STRUCTURAL P2 PIER DETAILRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020