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HomeMy WebLinkAboutA404-WALL-SECTIONS-Rev.0T/O Lower Level -4' -1 3/4" A.F.F. T/O Sanctuary Level EL: 8' -4 1/4" T/O Ground Level EL: 0" 5.1 NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION OVER SLOPING STRUCTURE. SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW 4" CONCRETE FLOOR SLAB - SEE STRUCTURAL. EXISTING ROOFING SYSTEM. EXISTING GUTTER AND METAL FASCIA. EXISTING CONCRETE FOUNDATION WALL. 2" EXPANSION JOINT. STEEL BEAM - SEE STRUCTURAL. EXISTING BRICK VENEER. EXISTING WOOD STRUCTURE. EXISTING 10" HOLLOW CORE CONCRETE PLANKS WITH 3" CONCRETE TOPPING SLAB. EXISTING CASEWORK TO REMAIN. EXISTING CONCRETE FOOTING. EXISTING CONCRETE FLOOR SLAB. EXISTING CHOIR PLATFORM. CHOIR 045 SACRISTY 157 9' - 3"NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. STRUCTURAL STEEL ANGLE. 7/8" METAL HAT CHANNELS AND 5/8" GYPSUM BOARD. 2" CEILING EXPANSION JOINT. NEW CAST-IN-PLACE CONCRETE FOUNDATION - SEE STRUCTURAL. OFFICE - UNASSIGNED 111 AFTER REMOVAL OF EXISTING WINDOW, STONE SILL AND ASSOCIATED ACCESSORIES, INFILL WITH BRICK TO MATCH EXISTING (BRICK SIDE OF WALL WILL NOT REMAIN EXPOSED IN THE FINISH WORK). 3-HOUR WALL CONSTRUCTION (UL 490). PATCH IN NEW CONSTRUCTION AND REPAIR WALL AT SACRISTY SIDE TO MATCH EXISTING. REMOVE PORTION OF EXISTING WALL AS REQUIRED TO INSTALL NEW THROUGH-WALL FLASHING AND COUNTERFLASHING. T/O Lower Level -4' -1 3/4" A.F.F. T/O Sanctuary Level EL: 8' -4 1/4" T/O Ground Level EL: 0" Addition T/O Wall EL: 16' -0" T/O Basement Level EL: -14' -8" AA.0 BRICK VENEER TO MATCH EXISTING. 6" ALUMINUM STOREFRONT ENTRANCE SYSTEM. SUSPENDED ACOUSTICAL CEILING SYSTEM. PREFINISHED METAL FASCIA WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. WRAP MEMBRANE OVER AND DOWN BEHIND FASCIA.NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION. SLOPE TO DRAIN IN VESTIBULE ROOF. SUSPENDED ACOUSTICAL CEILING SYSTEM. 4 1/2" ALUMINUM STOREFRONT ENTRANCE SYSTEM. 5/8" GYPSUM BOARD. 5/8" GYPSUM BOARD. R-15 MIN. CONTINUOUS RIGID INSULATION. 6" COLD-FORMED METAL STUDS AT 16" O.C. STEEL BEAM - SEE STRUCTURAL. STEEL BEAM - SEE STRUCTURAL. NEW 5" ELEVATED CONCRETE FLOOR SLAB. NEW CAST-IN-PLACE CONCRETE FOUNDATION WALL. NEW CONCRETE FLOOR SLAB. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. BOX BEAM HEADER. BOX BEAM HEADER. CONCRETE FOUNDATION WALL - SEE STRUCTURAL. STEEL BRICK ANGLE, PAINT - SEE STRUCTURAL. SEALANT ENTIRE PERIMETER, TYP. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. MORTAR NET. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. CAVITY WEEPS AT 16" O.C. MAX. CAVITY VENTS AT 16" O.C. MAX. VENTED SOFFIT TO MATCH EXISTING. NEW CAST-IN-PLACE CONCRETE FOOTING - SEE STRUCTURAL. VESTIBULE 129 GROUND LEVEL COMMONS 131 FLUID-APPLIED AIR AND VAPOR BARRIER. 6" METAL STUDS AT 16" O.C. STEEL ROOF ANGLE - SEE STRUCTURAL. 3" COMPOSITE 'Z' GIRTS. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. FLUID-APPLIED WATERPROOFING. PROTECTION COURSE MOLDED SHEET DRAINAGE PANEL HIGH PSI 3" RIGID POLYSTYRENE INSULATION. 1' - 6" 7" FOOTING DRAIN - SEE STRUCTURAL AND PLUMBING. LINE OF WALL BEYOND. STORAGE 002 3" 6" 7" HIGH PSI 3" RIGID POLYSTYRENE INSULATION. 129-2129-1 T/O Lower Level -4' -1 3/4" A.F.F. T/O Sanctuary Level EL: 8' -4 1/4" T/O Ground Level EL: 0" Addition T/O Wall EL: 16' -0" 6.8 VESTIBULE 129 BRICK VENEER TO MATCH EXISTING. SUSPENDED ACOUSTICAL CEILING SYSTEM. PREFINISHED METAL FASCIA WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. WRAP MEMBRANE OVER AND DOWN BEHIND FASCIA. 5/8" GYPSUM BOARD. R-15 MIN. CONTINUOUS RIGID INSULATION. 6" COLD-FORMED METAL STUDS AT 16" O.C. STEEL BEAM - SEE STRUCTURAL. BOX BEAM HEADER. STEEL BRICK ANGLE, PAINT - SEE STRUCTURAL. SEALANT ENTIRE PERIMETER, TYP. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. MORTAR NET. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. CAVITY WEEPS AT 16" O.C. MAX. CAVITY VENTS AT 16" O.C. MAX. VENTED SOFFIT TO MATCH EXISTING. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. 6" ALUMINUM STOREFRONT SYSTEM. FLUID-APPLIED AIR AND VAPOR BARRIER. 3" COMPOSITE 'Z' GIRTS. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. FINISH GRADE - SEE CIVIL. BRICK VENEER TO MATCH EXISTING. ALUMINUM SILL TO MATCH STOREFRONT SYSTEM. 3" 6" 7" HIGH PSI 3" RIGID POLYSTYRENE INSULATION. T/O Lower Level -4' -1 3/4" A.F.F. T/O Sanctuary Level EL: 8' -4 1/4" T/O Ground Level EL: 0" EXISTING PRECAST WALL COPING TO REMAIN. EXISTING WALL CONSTRUCTION TO REMAIN. EXISTING HOLLOW CORE CONCRETE PLANKS AND CONCRETE TOPPING SLAB TO REMAIN. NEW CONCRETE WALL UP TO EXISTING STRUCTURE - SEE STRUCTURAL. NEW BRICK VENEER TO UNDERSIDE OF EXISTING BRICK. MATCH COURSING OF EXISTING BRICK. NEW 4" CONCRETE SLAB. NEW CAST-IN-PLACE CONCRETE FOUNDATION - SEE STRUCTURAL. 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 theproper 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 NTC CAM 19038 A404 WALL SECTIONSCATHOLIC CHURCHSCALE: 3/4" = 1'-0" A404 4 WALL SECTION SCALE: 3/4" = 1'-0" A404 3 WALL SECTION SCALE: 3/4" = 1'-0" A404 2 WALL SECTION SCALE: 3/4" = 1'-0" A404 1 WALL SECTION 12/13/21