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HomeMy WebLinkAboutS501-FOUNDATION-SECTIONS-Rev.01 1' - 3" 1' - 4" #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE #3 TIES @ 48" O.C. EACH WAY CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL PER PLAN FOUNDATION DRAIN PER S401 TYPICAL DETAIL FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE T/FTG EL PER PLAN SITE SLAB/FINISH GRADE SEE SITE/CIVIL 8" 8"8"CONT L5x5x5/16 SLAB ON METAL DECK PER PLAN WALL CONSTRUCTION & VENEER PER ARCH'L STEEL EMBED PLATE PER S403 EMBED PLATE SCHEDULE COLD-JOINT WATERSTOP CONT 2x4 KEYWAY 1 CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL PER PLAN FOUNDATION DRAIN PER S401 TYPICAL DETAIL FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE T/FTG EL PER PLAN SITE SLAB/FINISH GRADE SEE SITE/CIVIL SLAB ON METAL DECK PER PLAN WALL CONSTRUCTION & VENEER PER ARCH'L CONTINUE WALL REINFORCEMENT THROUGH PIER CONCRETE PIER SIZE & REINFORCEMENT PER PIER SCHEDULE T/PIER EL PER PLAN8"COLUMN BASE PLATE & ANCHOR RODS PER S402 TYPICAL DETAILS STEEL COLUMN PER PLAN 1' - 3" COLD-JOINT WATERSTOP M 1' - 3" #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE #3 TIES @ 48" O.C. EACH WAY CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL PER PLAN FOUNDATION DRAIN PER S401 TYPICAL DETAIL FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE T/FTG EL PER PLAN SITE SLAB/FINISH GRADE SEE SITE/CIVIL CONT L5x5x3/8 w/ 5/8" SIMPSON TITEN-HD ANCHOR @ 24" O.C. SLAB ON METAL DECK PER PLAN WALL CONSTRUCTION & VENEER PER ARCH'L 8"8" 8" 1' - 4" COLD-JOINT WATERSTOP 2x4 KEYWAY 7 8 CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM 3' - 1 3/4" 7 3/4" 9 1/2" (F.V.) 11 3/8" CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.)8"T/SLAB EL +0'-0' CONC. SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) SLAB EDGES PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN 2" 1' - 2" 6" SLAB EDGE PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN 1' - 2" EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE (FIELD V'FY) 10' - 2 1/8" INTERIOR WALL & CEILING CONSTRUCTION PER ARCH'L COLD-JOINT WATERSTOP 78 HELICAL PIER LAYOUT, DEPTH, & QUANTITY PER PIER SUPPLIER CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN CONC. SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) SLAB EDGES PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN T/SLAB EL +0'-0' SLAB EDGE PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN 3' - 0" 8"2' - 0" (6) #6 CONT TOP & BOTTOM #4 STIRRUPS @ 12" O.C. COLUMN BASE PLATE & ANCHOR RODS PER S402 TYPICAL DETAIL STEEL COLUMN PER PLAN S.E. 5 1/2" JK L H CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE 1' - 0" CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +0'-0" STEEL BEAMS PER PLAN 2" (F.V.) 11 1/8" 5' - 10" 9' - 11" SLAB EDGE PER S403 TYPICAL DETAIL 5' - 6" 4' - 5" COLD-JOINT WATERSTOP #5 @ 12" O.C. 24 248"5 45.1 CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM HELICAL PIER LAYOUT, DEPTH, & QUANTITY PER PIER SUPPLIER (6) #6 CONT TOP & BOTTOM #4 STIRRUPS @ 12" O.C. CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +0'-0" CONCRETE SLAB ON GRADE PER PLAN STEEL EMBED PLATE PER S403 EMBED PLATE SCHEDULE STEEL BEAM PER PLAN 1' - 0" 2' - 7 7/8" 0" 11 7/8" 10' - 8" CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN COLUMN BASE PLATE & ANCHOR RODS PER S402 TYPICAL DETAIL STEEL COLUMN PER PLAN GRADE BEAM BEYOND TO BEAR ON CONC. WALL #5 x 5'-0" @ 12" O.C. CENTERED OVER WALL #5 @ 12" O.C. 24 24 COLD-JOINT WATERSTOP CONT CFS CLOSURE PLATE 78 EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN T/SLAB EL +0'-0' 6" SLAB EDGE PER S403 TYPICAL DETAIL STEEL BEAMS PER PLAN 1' - 2" 6 1/4" 7 3/4" 7"2"x11"x18" BASE PLATE STEEL COLUMN PER PLAN 'SP' COLUMN FOOTING PER PLAN & S401 TYPICAL DETAIL COLUMN BASE PLATE & ANCHOR RODS PER S402 TYPICAL DETAIL T/FTG EL PER PLAN FIELD DETERMINE EXISTING FOUNDATION SIZE AND DEPTH CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) 3' - 1 3/4" CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE HELICAL PIER LAYOUT, DEPTH, & QUANTITY PER PIER SUPPLIER STEEL COLUMN PER PLAN COLD-JOINT WATERSTOP #7 VERT @ 12" O.C EACH FACE #6 HORIZ @ 12" O.C. EACH FACE TOP FOUR HORIZ BARS SPACED @ 4" O.C. EACH FACE. PROVIDE U-BARS AT WALL STEP8"7 STEEL BEAM PER PLAN 1.5"x10"x1'-0" BASE PLATE T/SLAB EL +0'-0" CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +0'-0" 6 1/4" 7 3/4" 1' - 2" 9 1/2" 4 1/2" CONC. SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) SLAB EDGE PER S403 TYPICAL DETAIL STEEL COLUMN PER PLAN COLD-JOINT WATERSTOP 7" SLAB EDGE PER S403 TYPICAL DETAIL 1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 JRO MDL 19038 S501 FOUNDATION SECTIONSCATHOLIC CHURCH1/2" = 1'-0" 1 FOUNDATION SECTION 1/2" = 1'-0"2 FOUNDATION SECTION 1/2" = 1'-0"3 FOUNDATION SECTION 1/2" = 1'-0"4 FOUNDATION SECTION 1/2" = 1'-0"5 FOUNDATION SECTION 1/2" = 1'-0"6 FOUNDATION SECTION 1/2" = 1'-0" 7 FOUNDATION SECTION 1/2" = 1'-0"8 FOUNDATION SECTION 1/2" = 1'-0" 9 FOUNDATION SECTION NOTE ALL INFORMATION ON THIS DRAWING IS PROVIDED FOR BIDDING OF ALL STRUCTURAL ELEMENTS EXCEPT STRUCTURAL STEEL AND METAL DECK. ANY INFORMATION SHOWN RELATING TO CONSTRUCTION NOT RELATED TO THIS PACKAGE (I.E. STRUCTURAL STEEL AND METAL DECK) IS SHOWN FOR CONTEXT ONLY AND HAS BEEN COVERED IN A PREVIOUS DRAWING RELEASE. 1 OWNER COMMENTS 09/23/2021 12/13/21