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HomeMy WebLinkAboutStructural_S3.011.1 1.2 1.3 1.4 8" CONC. PIT WALL w/ #4 @ 12" o.c. HORZ. & VERT. CTR'D IN WALL 1 1 #5 @ 12" o.c. EA. WAY TOP & BOT. SUMP PIT (GC TO COORD. SIZE & LOCATION w/ ELEV. SUPPLIER. 1 1/2" DP. TYPE GW GALV. STEEL BAR GRATING 8" CMU #5 @ 12" o.c. EA. WAY UNDER SUMP PIT FREE-DRAINING GRANULAR BACKFILL (FULL HEIGHT)1' - 0"MIN. 8" MIN. 8" EL. 100'-0" EL. SEE PLAN 3" CLR.2" CLR.1' - 0"SEE PLAN FOR SIZE & SPACING OF VERT. REINFORCING. GROUT CORES 100% SOLID AT VERT. REINFORCING. DOWELS TO MATCH VERT. REINF. SIZE & SPACING ISOLATION JOINT CONC. SLAB ON GRADE TURN DOWN SLAB @ DOOR 8"UNDERGROUND PIPE OR CONDUIT PER MEP DRAWINGSPROVIDE SLEEVE W/ I.D. AT LEAST 2" LARGER THAN PIPE O.D. FOOTING LEAN CONCRETE ENCASEMENT PROVIDE SLEEVE W/ I.D. AT LEAST 2" LARGER THAN PIPE O.D.MIN.8"MIN. 8" MIN. 8" MIN. 8" EL. SEE PLAN EL. SEE PLAN EXTENT OF EXCAVATION CONTINUOUS OR SPREAD FOOTING. SEE PLAN. SEE FTG SCHEDULE 1 1 EL. SEE PLAN CMU or CONC. WALL SEE FTG SCHEDULE FOR REINF BENT BARS TO MATCH FTG SIZE & QUANTITY UNDERGROUND PIPE OR CONDUIT PER MEP DRAWINGS PROVIDE SLEEVE I.D. AT LEAST 2" LARGER THAN PIPE O.D.tt/2MIN. 1' - 0" MIN. 1' - 0"6"MIN.1' - 0"6 " 1 1 36 DIAM. MIN. EL. SEE PLAN6"tTYP. FOOTING STEP3 1 TYP. THICKENED SLAB IN S.O.G. 2 SAWED CONTROL JOINT (FILL W/JOINT SEALANT WHERE SLAB REMAINS EXPOSED). DRAINAGE BASECOURSE VAPOR BARRIER VIRGIN SOIL OR ENGINEERED FILL SAWN CONTROL JOINT (FILL W/JOINT SEALANT WHERE SLAB REMAINS EXPOSED). BOND BREAKER BETWEEN POURS RQD.UNDER ALL STAIR STRINGERS, STAIR POSTS, AND ALL MASONRY PARTITIONS W/ NO FOOTINGS. SEE ARCH. DWG'S. FOR LOCATIONS. TYP. CONCRETE SLAB-ON-GRADE SAWN CONTROL JOINT TYP. KEYED CONSTRUCTION JOINT W/ SAWN CONTROL JOINT SPACE FTG. STEPS 4'-0" O.C. (MIN.) MIN. 3/4"t/4 1/8"tCTR'D1 1/2" MIN.6"6"IS GREATER6" OR "t", WHICHEVER4ttt MIN. 24 DIAM.3" CLR.2'-0" MAX.BARS TO MATCH FTG. REINF. INDICATES FTG. STEP 2" CLR.2#5 CONT.t4"2 x 'W' 'W' T.O.S.T.O.S. T.O.S. T.O.F. T.O.F.{REINFORCING SYMBOL FROM PLAN FOOTING HOLD REINFORCING IN POSITION AT INTERVALS OF 96 DIA'S (MAX.) W/"REBAR POSITIONERS" AS MANUFACTURED BY HOHMANN & BARNARD WIRE PRODUCTS OR EQUAL. (MIN. OF 2 PER BAR.) ALL REINFORCEMENT SHALL BE ANCHORED IN POSITION PRIOR TO PLACING GROUT. SPLICE VERTICAL BARS WITH MECHANICAL COUPLERS WHICH DEVELOP 125% OF ASTM SPECIFIED YIELD STRENGTH, OR 48Ø LAPS. (LAP W/FTG. DOWELS 12" MIN.) REINF. CENTERED IN BLOCK CAVITY (U.N.0.) HORIZ. & VERT. REINF. PER SYMBOL CELLS CONTAINING STL. ARE FILLED W/GROUT; VERT. CELL SHOULD PROVIDE A CONT. CAVITY FREE OF MORTAR DROPPINGS AND AT LEAST 3"X4" IN SIZE. AT TOP OF INTERMEDIATE GROUT LIFTS, HOLD GROUT 2" BELOW TOP OF BLOCK NOTE: VERT. REINF. FULL HEIGHT OF WALL CODE FOR HORIZONTAL REINFORCING AS FOLLOWS: S-STD. LADDER TYPE 9 GA. JOINT REINFORCING AT 16" O.C. H-HEAVYWEIGHT JOINT REINFORCING (3/16"Ø SIDE RODS) AT 8" O.C. USE LADDER TYPE FOR 8" AND 10" C.M.U.'S, TRUSS TYPE FOR 12" C.M.U.'S. CODE FOR VERTICAL REINFORCING AS FOLLOWS: FIRST DIGIT IS BAR SIZE, NEXT TWO INDICATE SPACING IN INCHES. NOMINAL THICKNESS OF C.M.U. IN INCHES LOW LIFT-GROUTING TECHNIQUE, GROUT IS PLACED IN LIFTS TO 5'-0" MAX.PLACE MORTAR ON CROSS WEBS ADJACENT TO CELLS WHICH WILL BE GROUTED, TO PREVENT LEAKAGE 8S648 SEE FDN. PLAN3" CLR.CMU GROUT COURSE 100% SOLID CONC. SLAB #4 DOWELS @ 16" o.o. 18" 18" #4 X 48" LG. @ 16" o.c. GROUT CORES 100% SOLID AT REINF.CLR.1 1/2"3" CLR. #4 @ 16" o.c. VERT. EL. SEE PLAN EL. 100'-0"BELOW GRADE3' - 0" MIN.8" WIDE TURN-DOWN SLAB w/ 2 #4 CONT. BOTT. REINF.3" CLR.PLAN - AT INTERIOR COLUMNS BASE PLATE PLAN - AT CORNER COLUMNS PLAN - AT EXTERIOR COLUMNS 12 12 EXP. JT. FILLER EXP. JT. FILLER CONSTRUCTION OR CONTROL JOINT CONSTRUCTION OR CONTROL JOINT 12 12 EXP. JT. FILLER CONSTRUCTION OR CONTROL JOINT 3" CLR.SEE COL. SCHEDULE CONC. SLAB ISOLATION JOINT AROUND COL. 3" MIN. CONC. COVER AROUND STRUCTURAL STEEL BASE PL & A. BOLTS 1" NON-SHRINK GROUT SEE FDN. PLAN 3" CLR. EL. SEE PLAN EL. 100'-0" CLR. 1 1/2" SEE COL. SCHEDULE CONC. SLAB ISOLATION JOINT AROUND COL. 3" MIN. CONC. COVER AROUND STRUCTURAL STEELBASE PL & A. BOLTS 1" NON-SHRINK GROUT SEE FDN. PLAN 24" SQ. CONC. PIER w/ 4 #8 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. AT TOP OF PIER CLR.2"CLR.3"EL. 100'-0" EL. T.O.PIER EL. SEE PLAN 1' - 8" 3" CLR. ISOLATION JOINT 6" CFMF GROUT COURSE 100% SOLID GROUT CAVITY 100% SOLID BELOW FLOOR LINE EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE 600T125-43 w/ 0.145" DIAM. P.A.F. @ 12" o.c. SEE FDN PLAN CMU 8" CMU TOP COURSE; GROUT 100% SOLID 1' - 2" 3/8" SEE FDN. PLAN 10" CMU 6" CMU TOP COURSE; GROUT 100% SOLID CONC. SLAB ISOLATION JOINT WINDOW SYSTEM EL. SEE PLAN EL. SEE PLAN 3" CLR.GROUT COURSE 100% SOLID 3" CLR. 3" CLR. EL. T.O.PIER 1' - 8" EL. SEE PLAN EL. SEE PLAN BASE PL & A. BOLTS 1 1/2" NON-SHRINK GROUT SEE COL. SCHEDULE CONC. SLAB ISOLATION JOINT AROUND COL. 3" MIN. CONC. COVER AROUND STRUCTURAL STEEL SEE FDN. PLAN 20" SQ. CONC. PIER w/ 4 #7 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. AT TOP OF PIER CLR. 1 1/2" 1' - 10" 3" CLR. ISOLATION JOINT 8" CMU GROUT COURSE 100% SOLID GROUT CAVITY 100% SOLID BELOW FLOOR LINE EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN 8" CMU TOP COURSE; GROUT 100% SOLID 3/8" 1' - 4" DOWELS TO MATCH VERT. REINF. SIZE & SPACING GROUT CORES 100% SOLID @ VERT. REINF. SEE PLAN FOR SIZE & SPACING OF VERT. REINF. 3" CLR. ISOLATION JOINT 8" CMU EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN DOWELS TO MATCH VERT. REINF. SIZE & SPACING GROUT CORES 100% SOLID @ VERT. REINF. SEE PLAN FOR SIZE & SPACING OF VERT. REINF. STRUCT CONCEPTUAL DESIGN FOR REVIEW SCHEMATICS DESIGN DEVELOPMENT WORKING DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY:PRELIMINARYNOT FOR CONSTRUCTION© 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 <YYYY.XXX> FOUNDATION DETAILS DD MONTH YYYY S3.01MEDVET CARMEL - ANIMALHOSPITAL<650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>VOLUME1 - SITEWORK AND FOUNDATIONS NEB JPF WRH 0'6"1'2'3" SCALE: 3/4" = 1'-0"7 SECTION ELEVATOR PIT 0'6"1'2'3" SCALE: 1/2" = 1'-0"3 SECTION UNDERGROUND PIPE OR CONDUIT UNDER FOOTING CONSTRUCTION0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION FOOTING EXCAVATION CLEARANCE REQUIREMENTS 0'6"1'2'3" SCALE: 1/2" = 1'-0"4 SECTION UNDERGROUND PIPE OR CONDUIT THROUGH FOOTING CONSTRUCTION N.T.S.1 SECTION CONTROL JT, CONSTR JT, FTG STEP, THK. SLAB N.T.S.6 SECTION REINFORCED CONCRETE MASONRY CONSTRUCTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"8 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"5 DETAIL ISOLATION JOINT AT STEEL COLUMNS 0'6"1'2'3" SCALE: 3/4" = 1'-0"9 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"10 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"11 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"12 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"13 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"14 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"15 SECTION