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HomeMy WebLinkAboutS502-FOUNDATION-SECTIONS-Rev.0N 1' - 3"2' - 0"1' - 4" (4) #6 CONT TOP & BOTTOM #4 STIRRUPS @ 12" O.C. CONT L5x5x3/8 w/ 5/8" SIMPSON TITEN-HD ANCHOR @ 12" O.C. CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +0'-0" 1' - 0" 6' - 0" 1' - 4"1' - 0"#6 @ 12' O.C. EACH WAY EACH FACE T/WALL EL -1'-0" FINISH GRADE SEE SITE/CIVIL T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE LOUVER OPENING PER ARCH'L & MEP COLD-JOINT WATERSTOP PROVIDE 8" THICK SLAB EDGE AT BASEMENT WALL #6 @ 12' O.C. EACH WAY EACH FACE D 1' - 5 1/4" 1' - 0" CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE #3 TIES @ 48" O.C. EACH WAY8"CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM COLD-JOINT WATERSTOP CONT 2x4 KEYWAY #5 @ 12" O.C. 24 24 9 CONT CFS CLOSURE PLATE SLAB ON METAL DECK PER PLAN T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE #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 -14'-8" CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL +0'-0" STEEL EMBED PLATE PER S403 EMBED PLATE SCHEDULE COLD-JOINT WATERSTOP #5 x 5'-0" @ 12" O.C. CENTERED OVER WALL #5 @ 12" O.C. 24 24 1' - 3 1/4" 3/4" 1' - 4" 8 REMOVE EXISTING FOOTING PROJECTION BEYOND FACE OF WALL T/FTG EL TO MATCH B/EX FTG (F.V.)1' - 6"EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) CONC. SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) (F.V.) 1' - 1 3/8" 2" STEEL BEAMS PER PLAN STEEL COLUMN PER PLAN 2' - 0"HELICAL PIER LAYOUT, DEPTH, & QUANTITY PER PIER SUPPLIER 2' - 6" UNDERPIN EXISTING FOUNDATION (5) #6 EACH WAY 5 4 CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM SLAB ON METAL DECK PER PLAN T/SLAB EL +0'-0" CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) 10' - 8" 1' - 0" 2' - 7 7/8"8"CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE #3 TIES @ 48" O.C. EACH WAY T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE COLD-JOINT WATERSTOP #5 @ 12" O.C. 24 24 JK L H CONTRACTOR-DESIGNED SOIL RETENTION SYSTEM #7 VERT @ 12" O.C. EACH FACE #6 HORIZ @ 12" O.C. EACH FACE #3 TIES @ 48" O.C. EACH WAY CONC. SLAB ON GRADE PER PLAN T/SLAB EL -14'-8" T/FTG EL PER PLAN FOOTING SIZE & REINFORCEMENT PER PLAN & SCHEDULE (6) #6 CONT TOP & BOTTOM #4 STIRRUPS @ 12" O.C. CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) EMBED PLATE PER S403 EMBED PLATE SCHEDULE CONCRETE SLAB ON DECK PER PLAN T/SLAD EL +0'-0" 1' - 6" 5' - 10" 9' - 11" 1' - 0" CONCRETE SLAB ON GRADE PER PLAN 2' - 0"MATCH T/EX FOOTING ELFIELD DETERMINE 8"#5 @ 12" O.C. 24 24 #5 x 5'-0" @ 12" O.C. CENTERED OVER GRADE BEAM CONT CFS CLOSURE PLATE #5 @ 12" O.C. 24 248"1' - 0" COLD-JOINT WATERSTOP 1819 1' - 0" EMBED PLATE PER S403 EMBED PLATE SCHEDULE STEEL BEAMS PER PLAN SLAB EDGE PER S403 TYPICAL DETAIL CONCRETE SLAB ON DECK PER PLAN T/SLAB EL +8'-4 1/4" (FIELD V'FY TO MATCH EX.) SHORE & CUT EXISTING PRECAST PLANKS AS R'QD REMOVE EX SLAB AS R'QD TO INSTALL NEW FOUNDATIONS. REPLACE WITH NEW SLAB TO MATCH EXISTING ELEVATION, THICKNESS, & FINISH EXISTING WALL, FOUNDATION, & FLOOR CONSTRUCTION TO REMAIN CONC. SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" (FIELD V'FY TO MATCH EX.) CUT BEAM FLANGE & ADD VERTICAL WEB STIFFENER AS REQUIRED FOR CONNECTION TO EMBED PLATE 1' - 2 1/2" 1' - 0" #6 VERT @ 12" O.C. EACH FACE #5 HORIZ @ 12" O.C. EACH FACE COLD-JOINT WATERSTOP FOOTING SIZE & REINFORCEMENT PER PLAN & FOOTING SCHEDULE T/FTG EL PER PLAN N 1' - 3" 1' - 4" FINISH GRADE SEE SITE/CIVIL 8"8" CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL +0'-0" 1/2" JOINT MATERIAL FIELD DET'MN B/GB EL TO MATCH BOTTOM OF GRADE BEAM ALONG FACE OF EX BUILDING (4) #6 CONT TOP & BOT #4 @ 12" O.C. #5 HORIZ @ 12" O.C. EACH FACE B 10" 4 3/8" 7 7/8" CONCRETE SLAB PER PLAN T/SLAB EL +0'-0" CONCRETE SLAB PER PLAN T/SLAB EL -4'-1 3/4"8"HANDRAIL PER ARCH'L WALL CONSTRUCTION PER ARCH'L #5 @ 12" O.C. EACH WAY EACH FACE 6 1/2" FOOTING SIZE & REINFORCEMENT PER FOOTING SCHEDULE T/FTG EL PER PLAN #4 @ 12" O.C. 24 24 #4x36" LONG w/ 180 DEGREE HOOK @ 12" O.C. (2) #4 CONT A 2' - 1" 1' - 6" 10" CMU WALL REINFORCE w/ #7 @ 16" O.C. AT CONTINUOUS WALLS REINFORCE w/ (2) #7 @ 8" O.C. IN SEGMENTS BETWEEN WINDOW OPENINGS COORDINATE OPENING LAYOUT w/ ARCH'LWALL CONSTRUCTION & VENEER PER ARCH'L GROUT CMU SOLID BELOW GRADE CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL +0'-0" FOOTING SIZE & REINFORCEMENT PER PLAN & FOOTING SCHEDULE T/FTG EL PER PLAN FINISH GRADE SEE SITE/CIVIL 19 CONCRETE SLAB ON GRADE PER PLAN T/SLAB EL -4'-1 3/4" FINISH GRADE SEE SITE/CIVIL 4' - 1 3/4"WALL CONSTRUCTION & VENEER PER ARCH'L 1' - 2 1/2" 1' - 4" #5 @ 12" O.C. EACH WAY EACH FACE FOOTING SIZE & REINFORCEMENT PER PLAN & FOOTING SCHEDULE T/FTG EL PER PLAN COLD-JOINT WATERSTOP STAIR CONSTRUCTION PER ARCH'L 19 1' - 2 1/2" 12" CMU w/ #5 @ 48" O.C. GROUT CMU SOLID CONC. SLAB ON GRADE PER PLAN T/SLAB EL +0'-0" EXTERIOR WALL CONSTRUCTION PER ARCH'L FINISH GRADE SEE SITE/CIVIL FOOTING SIZE & REINFORCEMENT PER PLAN & FOOTING SCHEDULE T/FTG EL PER PLAN #4 @ 24" O.C. 24 36 8"REMOVE EX SLAB AS R'QD TO INSTALL NEW FOUNDATIONS. REPLACE WITH NEW SLAB TO MATCH EXISTING ELEVATION, THICKNESS, & FINISH COLD-JOINT WATERSTOP FOOTING SIZE & REINFORCEMENT PER PLAN & FOOTING SCHEDULE T/FTG EL PER PLAN SITE SLAB SEE SITE/CIVIL WALL CONSTRUCTION & VENEER PER ARCH'L CUT EX PRECAST FLLOR PLANK EX PRECAST TO REMAIN 1' - 0" #6 VERT @ 12" O.C. EACH FACE #5 HORIZ @ 12" O.C. EACH FACE 1' - 3 5/8"2' - 10" 8"1' - 0" STOREFRONT PER ARCH'L CONCRETE SLAB ON GRADE PER PLAN #4 @ 12" O.C. 36 24 (2) #4 CONT (2) #5 CONT #4 @ 16" O.C. FINISH GRADE SEE SITE/CIVIL VENEER PER ARCH'L 4" 1' - 3" 1' - 0" 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 S502 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"6 FOUNDATION SECTION 1/2" = 1'-0"4 FOUNDATION SECTION 1/2" = 1'-0"5 FOUNDATION SECTION 1/2" = 1'-0"7 FOUNDATION SECTION 1/2" = 1'-0" 8 FOUNDATION SECTION 1/2" = 1'-0"9 FOUNDATION SECTION 1/2" = 1'-0"10 FOUNDATION SECTION 1/2" = 1'-0"11 FOUNDATION SECTION 1/2" = 1'-0"12 FOUNDATION SECTION 1/2" = 1'-0"13 FOUNDATION SECTION 1/2" = 1'-0"14 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