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HomeMy WebLinkAboutA403-WALL-SECTIONS-Rev.0T/O Lower Level -4' -1 3/4" A.F.F. T/O Ground Level EL: 0" Addition T/O Wall EL: 16' -0" T/O Basement Level EL: -14' -8" N PREFINISHED METAL FASCIA WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION. SUSPENDED ACOUSTICAL CEILING SYSTEM. 5/8" GYPSUM BOARD. BRICK VENEER TO MATCH EXISTING. 7" SOUND RESISTANT ALUMINUM WINDOW SYSTEM. 6" METAL STUDS AT 16" O.C. R-15 MIN. CONTINUOUS RIGID INSULATION. NEW ARCHITECTURAL LOUVER - SEE 08 91 19 AND COORDINATE WITH MECHANICAL. STEEL BEAM - SEE STRUCTURAL. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. BOX BEAM HEADER. CUT LIMESTONE WINDOW SILL. ALUMINUM WINDOW SILL TO MATCH WINDOW FINISH. 5" ELEVATED CONCRETE FLOOR SLAB. STEEL BRICK ANGLE, PAINT - SEE STRUCTURAL. CAVITY WEEPS AT 16" O.C. MAX. CAVITY VENTS AT 16" O.C. MAX. CAVITY WEEPS AT 16" O.C. SEALANT ENTIRE PERIMETER, TYP. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. 1/2" SOLID SURFACE WINDOW STOOL. TREATED WOOD BLOCKING. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. MORTAR NET. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. MORTAR NET. VENTED SOFFIT TO MATCH EXISTING. SEALANT ENTIRE PERIMETER, TYP. MECHANICAL 001 OFFICE 110 FLUID-APPLIED AIR AND VAPOR BARRIER. 3/4" EXTERIOR GRADE SHEATHING. 3" COMPOSITE "Z" GIRTS. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. PREFINISHED ROOF EDGE TO MATCH FASCIA. PROVIDE ADDITIONAL TAPERED INSULATION AS REQUIRED. SEE 5/A401 SIMILAR FASCIA AND SOFFIT NOTES.2' - 3"4' - 11" 3' - 4" 8' - 0" 11' - 8" 1' - 0" STEEL ANGLE - SEE STRUCTURAL. AREAWAY 001A CAST-IN-PLACE FOUNDATION WALL AND FOOTING - SEE STRUCTURAL. T/O Lower Level -4' -1 3/4" A.F.F. T/O Sanctuary Level EL: 8' -4 1/4" e.24 T/O Ground Level EL: 0" Addition T/O Wall EL: 16' -0" K NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION. 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). STEEL BEAM - SEE STRUCTURAL. EXISTING 10" HOLLOW CORE CONCRETE PLANKS WITH 3" CONCRETE TOPPING SLAB. EXISTING BRICK VENEER. NEW 5" ELEVATED CONCRETE FLOOR SLAB. 2" EXPANSION JOINT - TIE EXPANSION JOINT/NEW ROOF INTO EXISTING ROOF PER MANUFACTURER'S INSTRUCTIONS. EXISTING WOOD STRUCTURE. EXISTING CHOIR PLATFORM. EXISTING CONCRETE FLOOR SLAB. EXISTING ROOFING SYSTEM - REMOVE FASCIA AS REQUIRED. TREATED 2X4 WOOD BLOCKING. EXISTING CASEWORK TO REMAIN. EXISTING CONCRETE FOOTING. CHOIR 045 SACRISTY 157 STRUCTURAL STEEL BENT PLATE - SEE STRUCTURAL. NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW SUSPENDED ACOUSTICAL CEILING SYSTEM. 3-HOUR WALL CONSTRUCTION (UL 490). PATCH IN NEW CONSTRUCTION AND REPAIR WALL AT SACRISTY SIDE TO MATCH EXISTING. STAIR ST03 SEE MEP DRAWINGS FOR NEW OPENINGS FOR DUCTS, PIPING, CONDUIT THROUGH WALL. COORDINATE DAMPERS, FIREPROOFING, ETC TO MAINTAIN 3 HOUR RATED FIRE BARRIER 2" EXPANSION JOINT AT CEILING. 3 5/8" COLD-FORMED METAL FRAMING AS REQUIRED. 3/4" EXTERIOR GRADE PLYWOOD. NEW SLOPING SUSPENDED GYPSUM BOARD CEILING - SEE REFLECTED CEILING PLANS. STEEL BEAM - SEE STRUCTURAL. BENT STEEL PLATE - SEE STRUCTURAL. STAIRS - SEE 9/A421. 7/8" METAL FURRING CHANNELS WITH 5/8" GYPSUM BOARD. CONCRETE SLAB ON GRADE - SEE STRUCTURAL. 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" RUNNING BOND BRICK VENEER TO MATCH BRICK AT CHURCH. 1' - 2" RAKE COPING HEAD JOINTS TO 3/8" DEPTH. INSTALL BOND-BREAK TAPE AND SEALANT. AT EVERY THIRD HEAD JOINT, LEAVE CLEAR OF MORTAR AND INSTALL BACKER ROD AND SEALANT TO FORM MOVEMENT JOINT. CUT STONE COPING WITH DRIP BOTH SIDES. PAINT EXTERIOR FACE OF CMU. 12" CMU WALL WITH #6 VERTS. AT 16" O.C. - GROUT CORES SOLID MORTAR NET. CAVITY WEEPS AT 16" O.C. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. LINE OF FINISH GRADE - SEE CIVIL. STAINLESS STEEL DOWEL. CAST-IN-PLACE CONCRETE FOOTING AND FOUNDATION - SEE STRUCTURAL.7' - 4" 5 5/16" 2 11/16" 8" 8" LINE OF FINISH GRADE - INSIDE OPEN MECHANICAL COURTYARD - SEE CIVIL. AIR SPACE 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" A BRICK VENEER TO MATCH EXISTING. 6" ALUMINUM STOREFRONT WINDOW 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. INSULATION OVER SLOPING STRUCTURE. 5/8" GYPSUM BOARD. R-15 MIN. CONTINUOUS RIGID INSULATION. 3 5/8" COLD-FORMED METAL STUDS AT 16" O.C. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. STEEL BEAM - SEE STRUCTURAL. GROUND LEVEL COMMONS 131 BOX BEAM HEADER. STEEL BRICK ANGLE, PAINT - SEE STRUCTURAL. 6" x 6" PREFINISHED METAL GUTTER. VENTED SOFFIT TO MATCH EXISTING. 12" CMU GROUTED SOLID. SEE STRUCTURAL BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. SEALANT ENTIRE PERIMETER, TYP. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. CAVITY WEEPS AT 16" O.C. MAX. NEW CAST-IN-PLACE CONCRETE FOOTING - SEE STRUCTURAL. FLUID-APPLIED AIR AND VAPOR BARRIER. 11 5/8" 6 5/8" 2' - 0 5/8" 3" COMPOSITE "Z" GIRTS. CENTERLINE OF SPRINKLERS TO INTERIOR FACE OF GLAZING TO BE ≤12" 24" DEEP MASONRY BEAM ABOVE WINDOWS - SEE STRUCTURAL. 1/4" / 12" W5 ALUMINUM SILL TO MATCH STOREFRONT SYSTEM. BRICK VENEER TO MATCH EXISTING. CONCRETE BLOCK FOUNDATION. GROUT SOLID - SEE STRUCTURAL. SEE 4/A401 SIMILAR FASCIA AND SOFFIT NOTES. FINISH GRADE - SEE CIVIL. HIGH PSI 3" RIGID POLYSTYRENE INSULATION. CAVITY VENTS @ 16" O.C. 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" B METAL PANEL SYSTEM. 6" ALUMINUM STOREFRONT CLERESTORY WINDOW 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. 5/8" GYPSUM BOARD. 3 5/8" METAL STUDS AT 16" O.C. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION OVER SLOPING STRUCTURE. NEW WOOD PLANK CEILING SYSTEM - SEE REFLECTED CEILING PLAN. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. GUARD RAIL SYSTEM - LIVERS BRONZE MIRAGE STYLE OR AS OTHERWISE APPROVED BY ARCHITECT. INFILL PANEL TO BE TEMPERED LAMINATED GLASS WITH TRANSLUCENT INTERLAYER. SEE INTERIOR ELEVATIONS AND STAIR DETAILS FOR FURTHER INFORMATION. STEEL BEAM - SEE STRUCTURAL. 3/4" EXTERIOR GRADE SHEATHING. PRECAST CONCRETE SPLASH BLOCK. PREFINISHED METAL DOWNSPOUT (5 1/2" X 6" TO MATCH EXISTING). GROUND LEVEL COMMONS 131 LOWER LEVEL COMMONS 004 6" x 6" PREFINISHED METAL GUTTER. SEALANT ENTIRE PERIMETER, TYP. NEW CAST-IN-PLACE CONCRETE FOOTING - SEE STRUCTURAL.2' - 2"B/O DECK EL: 23' -6" 3" COMPOSITE "Z" GIRTS. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. STEEL BENT PLATE - SEE STRUCTURAL. PANEL SUPPORT CLIP. WINDOW SILL FLASHING. THRU-WALL COUNTER FLASHING.3' - 6"1X6 HARDWOOD TRIM, STAINED. COLOR AS SELECTED BY ARCHITECT. 1' - 4 7/8" 10"10"5/8" GYPSUM BOARD. 3 5/8" METAL STUDS AT 16" O.C. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. FLOOR AND BASE - SEE A800 SERIES TYPICAL. W8 SEE 4/A401 SIMILAR FASCIA AND SOFFIT NOTES. TREATED 2X6 WOOD BLOCKING. 1/4" / 12"2' - 3"VENTED METAL SOFFIT. 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 A403 WALL SECTIONSCATHOLIC CHURCHSCALE: 3/4" = 1'-0" A403 2 WALL SECTION SCALE: 3/4" = 1'-0"A403 3 WALL SECTION SCALE: 3/4" = 1'-0"A403 1 WALL SECTION SCALE: 3/4" = 1'-0" A403 6 WALL SECTION SCALE: 3/4" = 1'-0" A403 5 WALL SECTION 1 OWNER COMMENTS 09-23-21 1 1 1 1 1 1 12/13/21