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Home My WebLink AboutS301 FOUNDATION SCHEDULES SECTIONS & DETAILSMARK FTG SIZE FTG REINF REMARKS COLUMN FOOTING SCHEDULE F6.0 6'-0" x 6'-0" x 1'-0" (5) #6 EW BOT F4C 4'-0" x PLAN x 2'-6"(7) #6 LONG TOP AND BOT #5 @ 5" SHORT TOP AND BOT F2.0x5.5 2'-0" x 5'-6" x 2'-6" (7) #5 LONG BOT (12) #5 SHORT BOT F7.0 7'-0" x 7'-0" x 1'-0" (6) #6 EW BOT F8.0 8'-0" x 8'-0" x 1'-3" (8) #6 EW BOT HELICAL PILES PER PLAN F2.0A 2'-0" x 2'-0" x 1'-3" (3) #5 EW BOT HELICAL PILES PER PLAN F2.0B 2'-0" x 2'-0" x 1'-0" (3) #5 EW BOT HELICAL PILES PER PLAN HOOK BOT BARS MARK SIZE (W x D) FTG REINF REMARKS WALL FOOTING SCHEDULE WF30 2'-6" x 1'-0" (3) #5 CONT BOT CMU WALL & REINF PER PLAN HOOKED DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING LAP SPLICE PER MASONRY LAP SPLICE CHART, UNO 1/2" EXP JT MATL, TYP EXIST SLAB FTG PER PLAN 3" CLRT/SLAB PER PLAN #4 x 1'-4" @ 24" OC DRILL & GROUT 0'-8" INTO EXISTING SLAB T/FTG PER PLANSAWCUT, REMOVE & REPLACE EXISTING SLAB AS REQUIRED TO CONSTRUCT FOOTING & WALL (SLAB THICKNESS TO MATCH EXISTING) NOTE: REINFORCE NEW SLAB-ON-GRADE CONCRETE WITH WWR PER SLAB ON GRADE SCHEDULE SLAB DEPTH (IN) DOWEL SIZE AND SPACING DOWEL BAR DIAMETER (IN) TOTAL BAR LENGTH (IN) BAR SPACING (CTR - CTR) (IN) 5-6 3/4 16 12 CONSTRUCTION JOINT EXISTING SLAB COAT OR WRAP DOWEL TO PREVENT BOND SMOOTH DOWEL BAR PER TABLE. DRILL AND EPOXY 1/2 x BAR LENGTH INTO EXISTING SLAB. INSTALL AT MID-DEPTH OF SLAB, UNO. NEW SLAB ON GRADE PER PLAN SEE PLANDAPPLY BOND BREAKER TO FACE OF EXISTING SLAB PRIOR TO PLACEMENT OF NEW SLAB 4 3/4 16 24 MARK SIZE (W x D)REINF TYPE TIE BEAM SCHEDULE TB1 1'-6" x 1'-0"(3) #5 TOP AND BOT CONT W/ #4 STIRRUPS @ 6" OC3" CLR 3" EQ SPA 3" W SLOPE CONCRETE 2 1 2 1 TOP AND BOT REINF PER SCHEDULE SLAB ON GRADE PER PLAN DNOTES: 1. LONG REINFORCING SHALL EXTEND BEYOND HELICAL PILES. 2. LONG REINFORCING SHALL EXTEND AT LEAST Ld INTO SPREAD FOOTINGS. STIRRUPS PER SCHEDULE 2" CLR3" CLR 3" EQ SPA 3" W SLOPE CONCRETE 2 1 2 1 TOP AND BOT REINF PER SCHEDULE SLAB ON GRADE PER PLAN STIRRUPS PER SCHEDULE2" CLR WTYPE 1 -ENCASED IN SLAB TYPE 2 -BELOW SLAB TB2 1'-6" x 1'-3"(3) #5 TOP AND BOT CONT W/ #4 STIRRUPS @ 6" OC 1 2 TURN DOWN SLAB OVER BEAM PER PLANREINFORCING BAR LAP LENGTHS: Lt, Lc AND DEVELOPMENT LENGTHS: Ld, Ldh, Ldt, Ldc (INCHES) f 'c = 3000 PSI BAR SIZE Ld Ldh Ldt Ldc 17 9 7 #3 22 11 9 #4 28 14 11 #5 33 17 14 #6 48 20 16 #7 55 22 18 #8 62 25 20 #9 70 28 23 #10 78 31 25 #11 NOTES: 1. db = DIAMETER OF BAR BEING DEVELOPED Lt = "CLASS B" TENSION LAP SPLICE LENGTH Lc = COMPRESSION LAP SPLICE LENGTH Ld = TENSION DEVELOPMENT LENGTH OF STRAIGHT BARS Ldh= TENSION DEVELOPMENT LENGTH OF HOOKED BARS Ldt = TENSION DEVELOPMENT LENGTH OF HEADED BARS Ldc = COMPRESSION DEVELOPMENT LENGTH OF STRAIGHT BARS 2. TABULATED VALUES ARE CALCULATED PER THE PROVISIONS OF ACI 318 3. TABULATED VALUES ARE FOR NON-EPOXY-COATED GRADE 60 REINFORCEMENT IN NORMAL WEIGHT CONCRETE. 4. WHERE BARS OF DIFFERENT SIZES ARE LAPPED IN TENSION, THE LAP LENGTH SHALL BE THE LARGER OF Ld OF THE LARGER BAR AND Lt OF THESMALLER BAR. 5. WHERE BARS OF DIFFERENT SIZES ARE LAPPED IN COMPRESSION, THE LAP LENGTH SHALL BE THE LARGER OF Ldc OF THE LARGER BAR AND Lc OF THE SMALLER BAR. 6. TABULATED VALUES FOR Lt ASSUME THE FOLLOWING: A) MINIMUM CLEAR SPACING BETWEEN REBAR IS THE GREATER OF THE BAR DIAMETER AND 1 INCH. B) MINIMUM CLEAR COVER IS 3/4 INCHES OR GREATER. C) BARS BEING SPLICED ARE NOT REQUIRED TO BE ENCLOSED WITHIN REINFORCEMENT ACTING AS CONFINEMENT TIES. 7. TABULATED VALUES FOR Ld ASSUME ONE OF THE FOLLOWING CONDITIONS IS PROVIDED; WHERE THESE CONDITIONS AREN'T ABLE TO BE MET, CONTACT ENGINEER OF RECORD FOR CONDITION SPECIFIC VALUES: A) BARS BEING DEVELOPED ARE ENCLOSED WITHIN REINFORCEMENT ACTING AS CONFINEMENT TIES, AND CLEAR SPACING OF BARS BEING DEVELOPED IS GREATER THAN OR EQUAL TO db, AND CLEAR COVER TO BAR BEING DEVELOPED IS GREATER THAN OR EQUAL TO db B) CLEAR SPACING OF BARS BEING DEVELOPED IS GREATER THAN OR EQUAL TO 2 TIMES db, AND CLEAR COVER TO BAR BEING DEVELOPED IS GREATER THAN OR EQUAL TO db 8. TABULATED VALUES FOR Ldt ARE ONLY VALID FOR NORMAL WEIGHT CONCRETE WITH CLEAR COVER NOT LESS THAN 2 TIMES db AND CLEAR SPACING NOT LESS THAN 4 TIMES db (CLEAR COVER AND SPACING REQUIREMENTS LISTED IN THE GENERAL NOTES APPLY TO THE HEAD/ANCHOR, CLEAR COVER AND SPACING IN THIS PROVISION ARE WITH RESPECT TO THE REINFORCING ONLY) 9. LENGTHS IN THE SCHEDULE SHALL BE MULTIPLIED BY THE FOLLOWING MODIFICATION FACTORS AS FOLLOWS: A) WHERE GRADE 75 REINFORCING IS USED, MULTIPLY THE TABLE VALUES AS FOLLOWS: i) Lt, Ld, Ldh, Ldc x1.25 ii) Lc x1.45 iii) Ldt NOT PERMITTED B) WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE BAR, ALSO REFERRED TO AS "TOP BARS" ("OTHER BARS" ARE ALL OTHER REINFORCING WHERE THIS DOES NOT APPLY) i) Lt, Ld x1.30 ii) Lc, Ldh, Ldt, Ldc NO MODIFICATION 10. THIS TABLE IS NOT VALID FOR BUNDLED BARS. f 'c = 4000 PSI Ld Ldh Ldt Ldc 15 8 6 19 10 8 24 12 10 29 15 12 42 17 14 48 19 16 54 22 18 61 25 20 67 27 22 9 11 14 17 20 22 25 28 31 8 10 12 15 17 19 22 25 27 LcLt 18 29 42 55 88 107 109 126 146 16 25 36 48 76 93 95 109 127 12 15 19 23 27 30 34 39 43 LcLt 12 15 19 23 27 30 34 39 43 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. ALL CONCRETE IS NORMAL WEIGHT AND CEMENT IS ASTM C150 TYPE 1, UNO. DO NOT USE LIGHTWEIGHT CONCRETE UNLESS SPECIFICALLY INDICATED. 3. ACCEPTABLE CEMENT REPLACEMENT MATERIAL, WHERE PERMITTED, SHALL BE FLY ASH, ASTM C618 TYPE C OR F, UNO. 4. TARGET SLUMP SHALL BE DETERMINED BY THE CONTRACTOR AS NEEDED FOR PROPER PLACEMENT. 5. WHERE NOTED, BLENDED AGGREGATE WITH ZONE 2 COARSENESS PER ACI 302 IS MANDATORY. 6. COORDINATE LOCATIONS OF ALL POLISHED CONCRETE SLABS (WHEN USED) AND REVIEW THE CONCRETE MIX REQUIREMENTS WITH THE POLISHED CONCRETE CONTRACTOR PRIOR TO SUBMITTAL OF CONCRETE MIXES. IF THE POLISHED CONCRETE CONTRACTOR REQUESTS TO DEVIATE FROM THE REQUIREMENTS OF THIS SCHEDULE, CONTACT THE STRUCTURAL ENGINEER TO REVIEW THE REQUESTS PRIOR TO SUBMISSION OF THE POLISHED CONCRETE MIX(ES). 7. WHEN NOTED IN SCHEDULE, PROVIDE CRYSTALLINE WATERPROOFING ADMIXTURE (XYPEX C-500 OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER) AT MANUFACTURER'S RECOMMENDED DOSAGE RATE IN CONCRETE FOR THE FOLLOWING, UNO: WATER/WASTEWATER TANKS, FLUMES, CLARIFIERS, DIGESTERS, RESERVOIRS AND WET WELLS. CONCRETE MIX SCHEDULE CONCRETE USAGE 28-DAY COMPRESSIVE STRENGTH (PSI) FOOTINGS 3,000 SLABS ON GRADE (6 INCHES OR LESS), TIE BEAMS SLABS ON METAL DECK NOTES: MAX CEMENT REPLACEMENT (NOTE 3) 20% MAXIMUM W/CM RATIO 0.55 AIR CONTENT (PERCENT) 0-3 MAXIMUM AGGREGATE SIZE (INCHES) 1.5 NOTES 4,000 4,000 20% 0.48 0-3 1 20% 0.48 0-3 1 4.0 LBS/CYD MACRO-FIBER NOTE: EXISTING STEEL COLUMN AND SLAB ON GRADE NOT SHOWN FOR CLARITYEQ EQ3" CLR, TYPNEW FOOTING PER PLAN (3) #5 x 3'-0" ADHESIVE ANCHOR (8" EMBED) EXISTING SPREAD FOOTING T/FTG PER PLAN T/EX FTG PER PLAN DOWEL CMU REINF INTO EX FTG (EMBED 6") SLAB ON GRADE SCHEDULE MARK SIZE REINFORCEMENT REMARKS SOG4 4" 6x6-W1.4xW1.4 WWR VAPOR PROTECTION 10 MIL VAPOR RETARDER VAPOR PROTECTION AND SUB-BASE DETAIL VAPOR PROTECTION PER SCHEDULE PLACE WWR REINFORCEMENT 2" CLEAR FROM TOP OF SLAB, UNO SUB-BASE 6x6-W2.9xW2.9 WWRSOG6 6" 10 MIL VAPOR RETARDER NOTES: 1. PROVIDE 6" COMPACTED DRAINAGE FILL SUB-BASE, UNO. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 05/20/2021 5/19/2021 2:11:26 PMS301 FOUNDATION SCHEDULES, SECTIONS, AND DETAILS 2021.00173 05/03/2021 CONSTRUCTION DOCUMENTS ARTISTIC COMPOSITE PALLETS -PHASE 2 4518 WEST 99TH STREET CARMEL, IN 46032 N.T.S.S301 1 COLUMN FOOTING SCHEDULE N.T.S.S301 2 WALL FOOTING SCHEDULE N.T.S.S301 6 TYPICAL INTERIOR CMU WALL FOOTING IN EXISTING BUILDING N.T.S.S301 3 TYPICAL NEW-TO-EXISTING SLAB ON GRADE JOINT N.T.S.S301 4 TIE BEAM SCHEDULE N.T.S.S301 5 CONCRETE REINFORCEMENT DEVELOPMENT LENGTH AND LAP SPLICE TABLE N.T.S.S301 7 CONCRETE MIX SCHEDULE N.T.S.S301 9 INTERIOR CMU WALL FOOTING IN EXISTING BUILDING N.T.S.S301 8 SLAB-ON-GRADE SCHEDULE REVISION SCHEDULE NO. DESCRIPTION DATE 06/08/21