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Home My WebLink AboutS-102 - FOUNDATION DETAILS6 5 4 3 2 1 El CI GENERAL STRUCTURAL NOTES: I. CONTRACTORS ARE RESPONSIBLE FOR COMPLTING WITH ALL APPLICABLE CODES. 2. CONTRACTORS TO VERIFY ALL CONDITIONS PRIOR TO INITIATING ANY WORK, 3. CONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. 4. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYMENT OF ALL REQUIRED PERMITS. 5. CONTRACTORS SHALL FOLLOW ALL 'OSHA' REQUIREMENTS AND COMPLY WITH ALL SAFETY PROCEDURES AND PROCESSES DETERIINED BY FACILITY / OWNER 6. CONTRACTORS SHALL PROVIDE ALL MATERIALS, LABOR. EQUIPMENT, ETC. TO COMPLETE ALL NECE66ARY CONSTRUCTION ASSOCIATED TO THEIR WORK. 1. CONTRACTORS TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. S. CONTRACTORS SHALL PROVIDE A 48-HOUR NOTICE FOR ALL REQUIRED INSPECTIONS. GENERAL CONTRACTOR AND SUB -CONTRACTORS, ASSOCIATED WITH INSPECTED WORK, SHALL BE PRESENT AT TIME OF INSPECTION, S. TEMPORARY BRACING AND SHORING AGAINST WIND AND ERECTION CONDITIONS, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOUNDATION / CONCRETE NOTES: I. FOOTINGS SHALL BEAR ON UNDISTURBED NON -ORGANIC COHESIVE SOIL OR WELL COMPACTED ENGINEERED FILL. WALL AND COLUMN/POST FOOTINGS HAVE BEEN DESIGNED AS FOLLOWED: CONTIN1O75 WALL FOOTIN65 1,900 P5F COLUMN/P05T SPREAD FOOTIN65 1,500 PER 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH EXTERIOR GRADES. 3. SUB -GRADE SHALL BE COMPACTED TO 95% DENSITY. 4. W-IERE INDICATED, COMPACTED GRANULAR FILL SHALL BE PEA GRAVEL. 5. FOOTINGS MAY BE POURED TO NEAT LINES OF EXCAVATION, PROVIDING THAT VERTICAL LINES OF EXCAVATION CAN BE MAINTAINED DURING CONCRETE PLACEMENT, OTHERWISE APPROPRIATE FORMS SHALL BE USED. 6. LINES OF EXCAVATION AND/OR FORMS SHALL NOT VARY FROM VERTICAL GRADE BY MORE THAN 114' IN I0'.00, AND FROM HORIZONTAL ALIGNMENT BY MORE THAN 4' OVERALL. 1. FORMS SHALL BE PROTECTED IN PLACE FOR A PERIOD OF 12 HOURS MINIMUM, AFTER CONCRETE PLACEMENT. S. FORMS SHALL BE HELD IN PLACE WITH STEEL OR WOOD STAKES AND COATED WITH A LIGHT FORM OIL TO PREVENT ADHEARING TO CONCRETE. 9. CONCRETE SHALL BE IN CONFORMANCE WITH THE LATEST 'ACI 318' STANDARDS PUBLICATION. 10. ALL MATERIALS FOR CONCRETE SHALL BE IN COMPLIANCE WITH THE FOLLOWING: DEMENT - ASTM C-150 PORTLAND TYPE I OR II . A66RE6ATE5 - ASTM C-33 WITH MAXIMUM 3/4'm. WATER - POTABLE 4 FREE FROM HARMFUL LEVEL5 OF ALKALI, ACID OR SALT. SAND - NATURAL, WASHED 4 CONTAININ6 NO MORE THAN 2% OF SHALE, CLAY OR OTHER WEAK MATERIALS. II. CONCRETE MIXING SHALL BE IN COMPLIANCE WITH ASTM C-94. 12. ALL CONCRETE SHALL HAVE A MINIMUM COMF'RE561VE STRENGTH AS FOLLOWS: FOOTING 4 FOUNDATION5 4p00 P51 a 28 DAY5 INTERIOR FLOOR 5LA65 4000 P51 0 28 DAY5 EXTERIOR SLABS 4 WALK5 4,000 P51 0 29 DAYS NON-51ARINK PRECISION 6ROUT 12,000 P51 ® 28 DAY5 13. EXTERIOR CONCRETE FOR SLABS, PADS AND STAIRS SHALL BE 5% AIR -ENTRAINED. 14. REINFORCING STEEL SHALL BE AS SPECIFIED ON DRAWINGS AND BE CLEAN, FREE OF RUST OR OIL. 15. RE NFORCING STEEL SHALL BE IN COMPLIANCE WITH THE FOLLOWING: REBAR / BARS ASTM A-615, GRADE 6O YIELDED WIRE FABRIC ASTM A-155 WIRE TIES 16 GA. MIN, ANNEALED ANCHOR BOLT5 A5TM F1554, GRADE 55 16. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 2'-0', UNLESS OTHERWISE NOTED. CORNER BARS SHALL BE OF SAME SIZE, SPACING AND LAP. 11. WELDED WIRE FABRIC SHALL BE LAPPED A MINIMUM OF 12 INCHES AND PLACED IN CENTER OF SLAB AT V. 075-. 16. CONCRETE PROTECTION FOR REINFORCING SHALL BE I 1/2' CLEAR FOR SLABS AND 3' CLEAR FOR FOUNDATIONS AND FOOTINGS. 20. REINFORCING SHALL BE SUPPORTED IN A MANNER TO SUPPORT FOOT TRAFFIC AND CONCRETE POURING WITHOUT DISPLACEMENT. 21. END OF POUR BULKHEADS IN PERIMETER FOOTINGS, SHALL BE NO CLOSER THAN 6'-0' FROM EXTERIOR PERIMETER COLUMNS. REINFORCING BARS SHALL EXTEND A MINIMUM OF 24' BEYOND BULKHEADS. 22. SAW -CUT CONTROL JOINTS AS INDICATED. IN -LINE WITH COLUMNS AND SPACE EQUALLY. CONTROL JOINTS SHALL BE SPACED AT A 16' A 16' MAXIMUM GRID, 23. ALL SLAB CONSTRUCTION JOINTS SHALL BE LOCATED AT A CONTROL JOINT LOCATION. 24. PERIMETER AND ISOLATION EXPANSION JOINT MATERIAL SHALL BE I/2' ASPHALT IMPREGNATED FIBERBOARD, IN COMPLIANCE WITH ASTM D-1151. 25. ALL ANCHORS, FASTENERS, EPDXY . ETC, INTO CONCRETE SHALL BE INSTALLED IN STRICT GUIDANCE WITH MANUFACTURERS SPECIFICATIONS. UNLESS OTHERWISE INDICATED. 26. EPDXY SHALL BE 'SIMPSON' SET, INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 27. A SOILS ENGINEER SHALL BE CONTACTED IF SOFT SOILS ARE ENCOUNTERED. 28. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISHES AND/OR SEALERS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/30/19 EXI5TI% STIRRUP WARD P05T BRACKET Q GONIEGNON BY 'FBI' ` 5AYFGUT CONTROL X1KT a TRANSITION BEND/NRN-DOWN WWii allINTOFTC. EHI5TIN6 WILDING P05T \ 5 Ba 6' O.G. OONBAA S EXI5T1N6 P05T FOOTING SECTION a SCALE: 3/4" = 1'-0" 5-102 IffW WILDING P05T 4 GIRIS BY'FB1- P05T BRACKET 4 - CONNEOTION BY'FBI' 5AW LT CONTROL-, ,YJINT a TRANSITION COMPACTED - BACK -FILL R-15 POLY5TYPENE NBAATION BOARD, 24" DEEP NEW BUILDING POST - 4 6IRT5 BY 'FBI' POST BRACKET 4 GONNEOTION BY "FBI' 5AW-LUT LONTRa WINT a TRANSInoN\ a, FINISH FLOOR COMPACTED = BALK -FILL R-T5 POLYSTYRENE INSULATION BOARD, 24" DEEP 4" EXTERIOR SLAB/STOOP BEND/1NRN-DOWN A,F 12" INTO Pro, b BARS x Ent"0 a 48' O.G. \R (2) x5 BARS CONTINUOUS SECTION 6 SCALE: 3/4"=V-0" 5-102 NEW WILDING POST 4 OPTS BY'FBI' POST BRACKET / CONNECTION BY 'FBI' 4' 5Mw IJT CONTROL WND NPN DOWN JOINT a TRANSITION W19F 12' INTO FT@ FINISHFLOOR ,F C EWE/.=fa�a'-o M BARS x B4" a 4V' oc. (2) 15 BARS COMINIOUS SECTION e SCALE: 3/4" = 1'.0" 5-102 NEW GA NOP/ POST BY'F51 POET BRACKET 4 CONNEGTION BY "FBI' 4' EXTERIOR SLAB/5TOOP ,h FINISH FLOOR EL.=f00'-0' 16" x 16" FOOTING SECTION c SCALE: 3/4" = 1'-0" 5-102 N/A N SCALE: S-102 24" DEEP I�-IH x4 TIES a 24" O.G. I I29" NON24'9 u (2) x5 BARS, a 8' 0.0. 10" CONTINUOIY5, TOP t BOTT. U,y -NEW WILDING P05T i@71 f 61RT5 BY'FBI" �l I 112" EXPANSION MATERIAL - PGST BRACKET 4 AROUND PERIMETER CONNECTION BY "FBI" RU 4" EXTERIOR 4 BAR CONTIN10J5 5LA0/STOOP AROUND PERIMETER FINISHROOR EL . _ x 20° FOOTING 20, ; SECTION c SCALE: 3l4"=1'-0' 5-102 POST BY "FBI' POST BRACKET 4 OONNEOTION BY'FBI' SAW -CUT G OL JOINT a TRANSITION ' (3) 05 5AR5 a B' OG. n4 BAR5 x Obe /�A��V OONTIW OI)5 ® 24' OL. SECTION F SECTION c SCALE: 3/4" = Y-0" 5-102 SCALE 3/4" = 1'-P 5-102 N/A N/A K L SCALE: S-102 SCALE: S-102 SAW -CUT CONTROL JOINT5 10" DEEP � 4" CONCRETE SLAB I -LAYER OF 6x6, p W24 x W2.9 WWF ry (6/6:6/6) 6-MIL VAPOR BARRIER \ \ \ \ \ \ \ V A 6RANJLAR F� N/A // 4" CONCRETE SLAB p DETAIL Q SCALE: 5-102 SCALE: 3l4" = 1'-0" S-102 NEW WILDING POST 4 SETE BY "FBI" POST BRACKET 4 CONNECTION BY "FBI" SAW-6UT CONTROL MALT JOINT a TRAN51TION CIVIL) FINISHHDOR U� BEND/TURN POWJ /\ j\ RN ARD, /\\ SECTION D SCALE: 3/4"=T-0" 5-102 OMP 6 ED BALK -FILL R-15 POLY S INwLATION eo 24" DEEP EXI5TIN6 5TIRI G ARD EXI5TIN6 WILL EXI5TI% P051 SECTION 1 SCALE: 3/4"=1'-0" 5-102 N/A M SCALE: 5-102 x4 SMOOTH BARS, 24" LON5, - A 24" O.G. TAPE PROTRUDING END BEFORE 2nd OAST CONSTRUCTION JOINT DETAIL R SCALE: 3/4"=1'-0" 5-102 WE 12" INTO FTC. b /�4 BARS 34" x a 48" OL. m (21 x5 BARS CONTINllp15 iTINv E 10 C SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-orch.com KEELER-WEBB KA ASSOCIATES Consulting Engineers-Planners-Suneyors 486 GRADLE DRIVE 317-574-0140 CARMEL, IN 46032 www.keelerwwbb.com Project No. 1812-030 Project Date March 27 2019 Produced GSH VVMN/JPM Checked Na 860332 STATE of These Drawings and Specifications, and all copies thereof are and shall remain the properly and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. # Revision Date 9919 Towne Road Carmel. INN 46032 N KEY PLAN io!k iA Children's TherAplay Renovation and New Construction FOUNDATION DETAILS 5 0 3 2 1 S-1021