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HomeMy WebLinkAboutS300 - TYPICAL FOUNDATION DETAILSTIES, TYP 1 1/2" CLR TO 4"8"3"3""NECK" VERTICAL BARS MAXIMUM 6 1 PLACEMENT TIES (SEE NOTES 2 AND 3) 1/2 TYPICAL TIE SPACING (MAXIMUM) SEE NOTE 1 PROVIDE STANDARD 90° HOOK ON DOWELS OR 3" CLEAR WHERE HOOK LENGTH IS LIMITED BY FOOTING SIZELAP SPLICECLASS BSEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATION SEE CONCRETE COLUMN DETAILS OR SCHEDULE ON DRAWING S340 FOR COLUMN INFORMATION SEE COLUMN FOOTING SCHEDULE FOR FOOTING INFORMATION 1.PROVIDE FOOTING DOWELS THE SAME SIZE AND SPACING AS VERTICAL COLUMN REINFORCEMENT. 2.PROVIDE ADDITIONAL PLACEMENT TIES SPACED AT 12" IN FOOTINGS 3'-0" OR MORE IN THICKNESS. 3.PROVIDE INTERMEDIATE CROSS TIES WITH PLACEMENT TIES TO MATCH COLUMN DETAIL TIE ARRANGEMENT WITHIN FOOTING. NOTES:3" CLR3" CLR NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS <=8 AND WHEN BAR SIZE IS <= #11 SEE COLUMN SCHEDULE COLUMN FOOTING 1'-6"1'-6"8"3" CLR3" CLR(3) -#5 x 3'-0" WALL FOOTING REINFORCEMENT, SEE SECTIONS SEE FOUNDATION PLAN FOR TOP OF FOOTING WALL FOOTING, SEE SECTIONS COLUMN & WALL FOOTINGS PLACED SEPARATELY NOTES: 1. SEE FOUNDATIONS SECTION OF THE GENERAL NOTES FOR PREPARATION REQUIREMENTS FOR EARTH BEARING MATERIALS. 2. VERTICAL WALL REINFORCING DOWELS SHALL BE LENGTHENED AS REQUIRED TO ALLOW HOOKS TO BE TIED TO COLUMN FOOTING BOTTOM REINFORCEMENT.3" CLR3" CLRWALL FOOTING REINFORCEMENT, SEE SECTIONS SEE FOUNDATION PLAN FOR TOP OF FOOTING WALL FOOTING, SEE SECTIONS COLUMN & WALL FOOTINGS PLACED MONOLITHICALLY 1'-6" 1'-0" SEE FOOTING SCHEDULE COLUMN FOOTING 1'-0" 1'-6" (CONTRACTORS OPTION) NOTES: 1. SEE FOUNDATIONS SECTION OF THE GENERAL NOTES FOR PREPARATION REQUIREMENTS FOR EARTH BEARING MATERIALS. 2. VERTICAL WALL REINFORCING DOWELS SHALL BE LENGTHENED AS REQUIRED TO ALLOW HOOKS TO BE TIED TO COLUMN FOOTING BOTTOM REINFORCEMENT. FOOTING STEP (FS), SEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS AND STEP LOCATIONS (1) #5 x 4'-0" ADDITIONAL IN CONCRETE WALL FOR EACH MAT OF REINFORCING STEEL TT 2" CLRWALL FOOTING REINFORCEMENT, SEE SECTIONS 3" CLR2 1 ELEVATION NOTES: 1. SEE FOUNDATION SECTION OF THE GENERAL NOTES FOR PREPARATION REQUIREMENTS FOR EARTH BEARING MATERIALS. E Q E Q 2" CLR1'-4"1'-0"8 3/16"7 5/8"8 3/16" 2'-0" CMU WALL #5x2'-8 DOWEL AT 4'-0"SLAB ON GRADE PER PLAN 1/2" PREFORMED JOINT MATERIAL (3) -#5 CONT #4 AT 48" FOOTING NOTES: 1. COMPACT ENGINEERED FILL SUPPORTING FOOTINGS TO 100 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). 2. REFER TO DESIGN INFORMATION SHEET FOR REQUIRED COLUMN AND WALL FOOTING BEARING CAPACITIES. THE GEOTECHNICAL ENGINEERING TESTING FIRM SHALL VERIFY THAT THE SOIL BEARING CAPACITY IS ACCEPTABLE AT EACH COLUMN FOOTING AND AT 8'-0" INTERVALS ALONG WALL FOOTINGS AT THE INDICATED BEARING ELEVATIONS. 3. CENTER COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR WALL ABOVE UNLESS OTHERWISE INDICATED. 4. SEE GENERAL NOTES FOR CONCRETE 28 DAY COMPRESSIVE STRENGTH. 5. SEE GENERAL NOTES FOR REINFORCING STEEL GRADE. 6. PROVIDE CLASS B LAP SPLICES FOR LONGITUDINAL FOOTING REINFORCEMENT. 7. PROVIDE #4 TRANSVERSE BARS AT 6'-0" ON CENTER FOR WALL FOOTINGS, TO BE POSITIONED ON TOP OF THE LONGITUDINAL BARS, TO HOLD THEM SECURELY IN PLACE. 8. SEE TYPICAL COLUMN FOOTING DETAILS AND CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT AND FOR INFORMATION REGARDING COLUMN AND PIER DOWELS, AND PLACEMENT TIES. 9. SEE TYPICAL COLUMN FOOTING DETAILS AND ANCHOR ROD PLACEMENT DETAILS FOR CONCRETE COVER REQUIREMENTS FOR PLACEMENT AND FOR INFORMATION REGARDING EMBEDMENT OF ANCHOR RODS. 10. SEE CONCRETE SCHEDULE AND GENERAL NOTES PERTAINING TO FOUNDATIONS, CONCRETE AND REINFORCING STEEL.SEE PLAN2'-0"1'-0"2'-3 3/16"7 5/8"1'-1 3/16" 4'-0" CMU WALL #5x2'-8 DOWEL AT 4'-0" SLAB ON GRADE PER PLAN 1/2" PREFORMED JOINT MATERIAL (3) -#5 CONT #4 AT 48" GARAGE SLAB ON GRADE SEE PLANPLANSEE1"1'-0"1'-0"1"PLANSEE1"SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1'-0"3" CLRSEE PLAN 8" SLAB ON GRADE PER PLAN SEE S101 FOR LEDGE ELEV SEE S101 FOR T/WALL ELEV SEE S100 FOR T/FTG ELEV #4 AT 12" #4 AT 12" #4 AT 48" #4 AT 12" SLAB ON GRADE PER PLANSEE S101 FOR T/WALL ELEV SEE S100 FOR T/FTG ELEV #4 AT 12" #4 AT 12" SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1'-0"3" CLR#4 AT 12" #4 AT 48" SEE PLAN SEE PLAN SEE PLAN SEE PLAN #4 AT 12" #4 AT 12" #4 AT 4" #4 AT 48"1'-0"3" CLRSLAB ON GRADE PER PLAN (2) -#4 SITE SLAB, SEE CIVIL DWGS #4 AT 12" 3'-6"COORDINATE WITH ARCH #4 AT 12" #4 AT 12" 8"8"8" 2'-0" #4 AT 12"5"SEE PLAN1'-0"1 1/2" CLR(2) -#4 3" CLR#4 x 1'-6" AT 6'-0"(3) -#5 2" CLR 1/2" JOINT FILLER AND SEALANT SITE SLAB 3'-6" EQ EQ 2'-8" AT P2 3'-4" AT P1 EQEQ2'-8" AT P23'-4" AT P1(12) -#9 BARS #4 TIES #4 TIES THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:19:30 PMS300 TYPICAL FOUNDATION DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/8" = 1'-0"1 TYPICAL FOOTING WITH CONCRETE COLUMN SCALE: 1/4" = 1'-0"2 TYPICAL COLUMN / WALL FOOTING INTERSECTION - PLACED SEPERATELY SCALE: 1/4" = 1'-0"3 TYPICAL COLUMN / WALL FOOTING INTERSECTION - MONOLITHIC SCALE: 1/2" = 1'-0"4 TYPICAL WALL FOOTING STEP DETAIL SCALE: 3/4" = 1'-0"5 TYP FOOTING AT LOAD BEARING MASONRY WALL COLUMN SQUARE FOOTING SCHEDULE FOOTING MARK DESIGN BRG PRESSURE WIDTH THICKNESS BOTTOM REINFORCING (EACH WAY) TOP REINFORCING (EACH WAY)REMARKS 6F5 6 KSF 5'-0" 21" 6-#6 - 6F6 6 KSF 6'-0" 24" 7-#7 - 6F7 6 KSF 7'-0" 27" 7-#7 - 6F8 6 KSF 8'-0" 27" 8-#7 - 6F9 6 KSF 9'-0" 33" 9-#8 - 6F10 6 KSF 10'-0" 36" 10-#8 - 6F11 6 KSF 11'-0" 36" 11-#8 - 6F12 6 KSF 12'-0" 39" 13-#8 - 6F14 6 KSF 14'-0" 45" 14-#9 - SCALE: 3/4" = 1'-0"6 TYP FOOTING AT LOAD BEARING MASONRY WALL SCALE: 1" = 1'-0"11 TYPICAL NORTH WALL AT COLUMN SCALE: 3/4" = 1'-0"7 TYPICAL PERIMETER WALL SECTION SCALE: 3/4" = 1'-0"8 TYPICAL PERIMETER WALL SECTION SCALE: 3/4" = 1'-0"9 TYPICAL SECTION AT EXTERIOR DOOR SCALE: 3/4" = 1'-0"10 TYPICAL FOUNDATION AND SLAB SECTION AT DOOR COLUMN RECTANGULAR FOOTING SCHEDULE FOOTING MARK DESIGN BRG PRESSURE LENGTH WIDTH THICKNESS BOTTOM REINFORCING REMARKS LONG DIRECTION SHORT DIRECTION 6F8x8.5 6 KSF 8'-6" 8'-0" 2'-3" 8-#7 8-#7 6F24x17 6 KSF 24'-0" 17'-0" 3'-0" 23-#9 25-#9 SCALE: 3/4" = 1'-0"12 TYPICAL PIER DETAIL Revision ID Transmittal Set Date Transmittal Set Name