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Home My WebLink AboutS301- FOUNDATION SCHEDULES, SECTIONS, AND DETAILS� Q N FF FL 15 10 20 15 25 15 30 25 40 25 REQUIRED SLAB FLAT MODERATELV FLAT MODERATELV FLAT FLAT FLAT VERV FLAT SUPER FLAT VERY FLAT SUPER FLAT SUPER FLAT NOTES: 1. GENERAL CONTRACTOR SHALL REVIEW ALL FLOOR FlNISH REQUIREMENTS FOR THE PROJECT AN� PROVIDE CONCRETE SLAB SURFACE FINISHES IN ACCORDANCE W ITH THE REOUIREMENTS OFTHE SPEQRED FLOOR RNISH MATERIALS. WHERE TOLERANCES FOR THE FLOOR FINISH MATERIALS DIFFER FROM THIS SCHE�l1LE. THE MORE STRINGENT REpUIREMENTSSHALLAPPLV. 2. GENERALCONTRACTORSHALLCOORDINATEWITHTHEFINISHFLOORINGSUPPLIERTO PROVIDE ALL N ECESSARV REPAIR, GRINDING, ANO / OR LEVELING OF THE CONCRETE """" ' ^^4 FlNISHES PRIOR TO INSTALLATION OF RNISH RELEA5E0 FOR CONSTRIICTI�N 'STTo THe Przo�ecT. Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel `v�:��i 1�.rvalMT� DATE: O$�Z4�ZO SLAB ON GRADE SCHEDULE WALL FOOTING SCHEDULE MARK SIZE (W x D) REINF REMARKS NOTES: 1. PROVIDE 6" COMPACTED DRAINAGE FlLL SUB-BASE, UNO. COLUMN FOOTING SCHEDULE WALL FOOTING SCHEDULE MARK I PIER SIZE I PI RE NFRT I PIER TIES I TYPE TYPES: � TYPE A �� TYPE B REMARKS �� TYPE C NOTES: 1. PROVIDE (3) TIES @ 3" OC AT TOP OF EACH PIER. TIE SIZE TO MATCH TVPICAL PIER TIES. PROVIDE TIES AT SPACMG INDICATED IN SCHEDULE FOR REMAINDER OF PIER LENGTH. PIER SCHEDULE CONCRETE MIX SCHEDULE 28-DAY MAX CEMENT MAXIMUM COMPRESSIVE MAXIMUM AIR CONTENT CONCRETE USAGE STRENGTH REPLACEMENT W�CM RATIO (PERCENT) AGGREGATE NOTES (PSI) (NOTE 3) SIZE (INCHES) FOOTING$ELEVATORMATFOUNDATION 4p�0 20% 0.55 03 1.5 EXTERIOR RETG WALLS, STOOPS AND PADS 4,000 20% 045 6+/- 1 1 SLABS ON GRADE (B INCHES OR LESS) 4,000 20% 048 OJ 1 1.5 LBSICVD MICRPFlBER (NOTES 7, 8, 9) SLABS ON METAL DECK 4,000 20% 048 03 1 4.0 LBSICVD MACRPFlBER (NOTES 7, 8, 9) SLABS ON METAL DECK (EXTERIOR) 4,500 20% 0 48 6+/- 1 1 4.0 LBSICVD MACRPFleER (NOTES �, 8, 9) NOTES: 1. SEE GENERAL NOTES AND SPEQFICATIONS FOR ADDITIONAL INFORMATION. 2 ALL CONCRETE IS NORMAL WEIGHTAND CEMENT IS ASTM C150 TVPE 1, UNO. �O NOT USE LIGHTWEIGHT CONCRETE UNLESS SPECIFICALLV INDICATED. 3. ACCEPTAeLE CEMENTREPLACEMENTMATERIAL WHEREPERMITTED SHALLBEFLVASH ASTMC618TVPECORF UNO. 4. TARGETSWMPSHALLBEDETERMMEDBVTHECONTRACTORASNEEDEDFORPROPERPLACEMENT. 5. WHERENOTEO,BLENDEDAGGREGATEWITHZONE2COARSENESSPERACI30215MANDATORV. 6. COORDINATELOCATIONSOFALLPOLISHEDCONCRETESLABS(WHENUSED)ANDREVIEWTHECONCRETEMIXREQUIREMENTSWITHTHEPOLISHEDCONCRETEWNTRACTORPRIORTO SUBMITTAL OF CONCRETE MIXES. IF THE POLISHED CONCRETE CONTRACTOR REOUESTS TO DEVIATE FROM THE REpUIREMENTS OF THIS SCHEDULE, CONTACT THE STRUCTURAL ENGINEER TO REVIEW THE REpUESTS PRIOR TO SUBMISSION OF THE POLISHED CONCRETE MIX(ES). 7. PROVIDE ELEMENT 5(ES) A�MIXTURE PER MANUFACTURER'S INSTRUCTIONS AND RECOMMEN�ATIONS COORDINATE USAGE OF "ES PROTECT" WITH ARCHITECTURAL DRAWINGS FOR SEALANT. 8. SEE GENERAL NOTES ON SW2 FOR ADDITIONAL INFORMATION REGARDING SLABS WITH MACRO RBER THAT WILL BE EXPOSED TO VIEW IN THE COMPLETED CONSTRUCTION. 9. FOLLOWADMIxTURESUPPLIERSRECOMMENDATIONSANDSPECIFICATI0N5. CONCRETE MIX SCHEDULE N.T.S. SLAB ON GRADE FLATNESS / LEVELNESS SCHEDULE CLASSIFICATION FF FL CONVENTIONAL 20 15 MODERATELVFLAT 25 20 FLAT 35 25 VERV RAT 45 35 SUPER FLAT 60 40 FLOORTYPE/LOCATION EXPOSED WAREHOUSE, MANUFACTURINGAREAS, UNO EXPOSED UTILITVIMECHANICALAREAS, UNO FLOORS W ITH CARPET, VCT FINISH, UNO FLOORS W ITH POLISHED CONCRETE FINISH TILE UP TO 16" LONG DIMENSION, >=V4' GROUT JOINTS TILE UP TO 16" LONG DIMENSION, 3/16" GROUT JOINTS TILE UP TO 16" LONG DIMENSION, 1/8" GROUT JOINTS TILE>i6" TO <36" LONG �IMENSION, �=1/4" GROUT JOINTS TILE >i 6" TO <36" LONG �IMENSION, <1/4" GROUT JOINTS TILE >36" LONG DIMENSION �TNESS/LEVELNESS SCHEDULE 1/4"(+/-)SAWEDJOINT� � rrrrrr � rrr �z � o a w w N SLAB ON GRADE PER PLAN CONTROL JOINT NON-COATED REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS f'c = 3000 PSI f'c = 4000 PSI f'c = 5000 PSI ALL CONCRETE STRENGTHS BAR SIZE Ld Ldt Lt Ltl BAR SRE Ld Ldt Lt Lit BAR SIZE Ld Ldt Lt Lit BAR S2E Lb Lc Lcs #3 17 23 23 29 #3 15 20 20 26 #3 13 1] 17 22 #3 9 12 12 U4 22 29 29 38 #4 19 25 25 33 #6 1] 23 23 29 f14 11 13 12 #5 28 3] 3� 48 #5 24 32 32 41 #5 22 29 29 38 #5 14 i6 15 U6 33 43 43 56 #6 29 38 38 50 #6 26 34 34 44 #6 1] 19 1] p] 48 63 63 82 #] 42 55 55 ]1 #] 38 50 50 65 #] 20 22 20 M8 55 ]2 ]2 93 k8 48 63 63 82 #8 43 56 56 ]3 #B 22 25 23 �t9 62 81 81 105 #9 54 ]1 ]1 92 #9 48 63 63 82 N9 25 29 26 aio ss eo eo in aio so �a �a ioz ttio sa �i �i sz uio za az zs #11 �6 99 99 129 p11 66 86 86 112 #11 59 ]] ]] 100 #11 31 35 31 NOTES: 1. db = NOMINAL BAR DIAMETER Ltl = TENSIONOEVELOPMENTLENGTH Ltlt= OEVELOPMEMLENGTHOFTOPBARSINTENSION TqBLEVAWESSHALLBEMULTIPLIED8V1.51FTHEFOLLOWING Lt = TENSIONL4PSPLICELENGTH CRITERIAARENOTMET: MECHANICAL Ltt = TENSION LAP SPLICE LENGTH OF TOP BARS COUPLER Lb = COMPRESSION DEVELOPMEM LENGTH 3tlb � J� � w Lc = TIED COLUMN LAP SPLICE IN COMPRESSION Q FL Lq Ltlt I Lcs = SPIRAL COLUMN LAP SPLICE IN COMPRESSION MIN N � a 2. REBARDEVELOPMENTISPLICELENGTHSAREBASED • • • f �= Lb I ONACI318.REINFORCEMENTVIELDSTRENGTH,Fy=60KS1. � TOP � —� I � BAR Q _ p I M I I I 3 "TOP BARS" — HOR ZONTAL BEAM. AT. OR SL4B RE NFORC NG W TH � ^ r MORE THAN 12" CAST BELOW. U 2tlb 2tlb N 4. ALLSPLICESSHALLBETENSIONSPLICES,UNO. �O MINMIN MECHANICAL SPLICE STAGGER LAP DETAIL DEVELOPMENT LENGTH S LARGER�IAMETERSPLICELENGTHSGOVERNATBARSIZE SLAB/WALL COLUMNBEAM ranNsinoNs. TYPICAL REINFORCING BAR DEVELOPMENT / SPLICE DETAILS 6. FOR LIGHTWEIGHT CONCRETE, MULTIPLV TABLE VALUES BV 133, UNO. CONCRETE REINFORCEMENT DEVELOPMENT AND LAP SPLICE TABLE N.T.S. SMOOTH DOWEL BAR PER APPLV CURING COMPOUND TO FACE TABLE INSTALL AT MID-0EPTH OF SLAB AFTER REMOVAL OF EDGE OF SLAB, UNO. FORM SLAB ON GRADE COAT OR W RAP DOW EL TO PERPLAN PREVENTBOND z rrr rr o d w � CONSTRUCTION JOINT DOWEL SIZE AND SPACING SLABDEPTH(IN) �OWELBAR TOTALBAR BARSPACING DIAMETER(IN) LENGTHQN) (CTR-CTR)(IN) 4 3/4 16 24 MARK I SIZE I REINFORCEMENT I VAPOR PROTECTION �.Y•ieE�aE�i�.1CI.YLN'Ul r I[N:Z�DylAy:iikfan�.c�sn:ava:r.naa . �r7�/_f:7:� VAPOR PROTECTION � PER SCHEDULE SUB-BASE VAPOR PROTECTION AND SUB-BASE DETAIL SLAB-ON-GRADE SCHEDULE 1IT' E%P JT MATERIAL � ROOF DRAIN, SEE PLUMBING DRAWINGS COLUMNPER PLAN CONTROL JOINT, TVP ISOLATION JOINT � COWMN & FOOTING TISY PER PLAN T/F�PER PLAN FlLLWICONCRETE - ISOLATION JOINT FOOTING PER PLAN TYPICAL SLAB ON GRADE JOINTS ANCHORRODSPERCOLUMNSCHED AND COLUMN BASE DETAIL COLUMN ISOLATION JOINT AT ROOF DRAIN CCORNERSTONE ■� � � �M�R CR\ ■ STRUCTUREPOINT �,� ■ o CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 �(/ +�t- m: No. q�11200647 9� STFTE Of / �OSI�� CERTIFIED BY ISSUANCE INDEX DATE: 05.22.2020 PROJECT PHASE: CONSTRUCTION DOCUMENTS FOUNDATION SCHEDULES, SECTIONS, AND DETAILS S301 Project Number 2019.00780