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HomeMy WebLinkAboutA401-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" Addition T/O Wall EL: 16' -0" 8 NAVE 158 CORRIDOR 159 NEW 5" ELEVATED CONCRETE FLOOR SLAB. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION OVER SLOPING STRUCTURE. STEEL BEAM - SEE STRUCTURAL. SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW 3-HOUR SHAFTWALL ASSEMBLY AT ROOF OVERBUILD (UL 415, SYSTEM G) NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. 2" EXPANSION JOINT ASSEMBLY STEEL BEAM - SEE STRUCTURAL. SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. EXISTING CONCRETE FOUNDATION WALL. EXISTING CONCRETE FLOOR SLAB. EXISTING BRICK WALL TO REMAIN. EXISTING CONCRETE FLOOR SLAB. EXISTING ROOFING SYSTEM - REMOVE SHINGLES AND FASCIA ASSEMBLY AS REQUIRED. LINE OF EXISTING EXTERIOR WALL 1/4" / 12" 1/4" / 12" TREATED 2X4 WOOD BLOCKING. TREATED 2X4 WOOD BLOCKING. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. 5/8" GYPSUM BOARD. 3 5/8" COLD-FORMED METAL STUDS AT 16" O.C. STRUCTURAL STEEL ANGLE. 2" EXPANSION JOINT - SEE SPECIFICATIONS. ALIGN FACE OF GYPSUM BOARD WITH FACE OF BRICK. STEEL ANGLE - SEE STRUCTURAL. MECHANICAL 009 CORRIDOR 046 3/4" PLYWOOD. ALIGN WITH FACE OF BRICK BELOW. 4 3/8" SEE PLUMBING FOR CLOSE-SPACED SPRINKLERS AT EXISTING WINDOW HEAD. EXISTING STAINED-GLASS WINDOW TO REMAIN. 4 1/2" 2" EXPANSION JOINT WITH CONTINUOUS EXTRUDED ALUMINUM COVER PLATE. B/O DECK EL: 25' -0" 25' - 0"B/O DECK EL: 23' -6" EXISTING ROOF STRUCTURE TO REMAIN. 3 5/8" COLD-FORMED METAL STUD OVERBUILD FRAMING AT 16" O.C. NEW CAST-IN-PLACE CONCRETE FOOTING AND FOUNDATION - 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" 19 NEW 5" ELEVATED CONCRETE FLOOR SLAB. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. STEEL BEAM - SEE STRUCTURAL. SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. 6" COLD-FORMED METAL STUDS AT 16" O.C. R-15 MIN. CONTINUOUS RIGID INSULATION. BRICK VENEER TO MATCH EXISTING. NEW CONCRETE FOUNDATION WALL. PREFINISHED METAL FASCIA - WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS (TYPICAL ALL FASCIAS - THIS PROJECT). CAVITY WEEPS AT 16" O.C. MAX. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. VENTED SOFFIT TO MATCH EXISTING. CAVITY VENTS AT 16" O.C. MAX. 5/8" GYPSUM BOARD. TREATED 2X6 WOOD BLOCKING. 1/4" / 12" SUSPENDED ACOUSTICAL CEILING SYSTEM. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. MORTAR NET. CAST-IN-PLACE CONCRETE FOOTINGS - SEE STRUCTURAL. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. FLUID-APPLIED AIR AND VAPOR BARRIER. CORRIDOR 022 PASSAGE 132 B/O DECK EL: 23' -6" 3" COMPOSITE "Z" GIRTS. T/O FASCIA EL: 16' -6" LINED METAL GUTTER - SLOPE TO DOWNSPOUT - FOLLOW SMACNA GUIDELINES.(TYPICAL ALL GUTTERS - THIS PROJECT) 3 5/8 COLD FORMED METAL FRAMING AT 16" O.C. WITH SHEATHING AND 3" CONTINUOUS RIGID INSULATION AND 3/4" PLYWOOD WITH BUILDING WRAP TO PROVIDE WATER AND WEATHER TIGHT BACKING FOR FASCIA/ SOFFIT ASSEMBLY AS REQUIRED TO MATCH EXISTING IN APPEARANCE (TYPICAL ALL FASCIAS/ SOFFITS/ GUTTERS THIS PROJECT) T/O Ground Level EL: 0" Addition T/O Wall EL: 16' -0" T/O Basement Level EL: -14' -8" 1 MECHANICAL 001 ASSOC. PRIEST 104 BRICK VENEER TO MATCH EXISTING. 6" ALUMINUM STOREFRONT WINDOW SYSTEM - FIXED. SEE WINDOW TYPE W1. SUSPENDED ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN. PREFINISHED METAL FASCIA WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS. MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION. OVER SLOPING STRUCTURE - 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. 5" ELEVATED CONCRETE FLOOR SLAB. BOX BEAM HEADER. NEW CONCRETE FOUNDATION WALL. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. 1/2" SOLID SURFACE WINDOW STOOL. CUT LIMESTONE WINDOW SILL. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. 1' - 4" CAST-IN-PLACE CONCRETE FOOTING AND FOUNDATION WALL - SEE STRUCTURAL. FLUID-APPLIED WATERPROOFING. PROTECTION COURSE MOLDED SHEET DRAINAGE PANEL HIGH PSI 3" RIGID POLYSTYRENE INSULATION. CAVITY WEEPS AT 16" O.C. MAX. MORTAR NET. 1' - 4" BRICK VENEER TO MATCH EXISTING. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX. ALUMINUM WINDOW SILL WITH DRIP TO MATCH WINDOW FINISH. R-15 MINIMUM CONTINUOUS RIGID INSULATION. FLUID APPLIED AIR AND VAPOR BARRIER. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. 6" COLD FORMED METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD . MORTAR NET. CAVITY WEEPS AT 16" O.C. MAX. THRU-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. STEEL BRICK ANGLE, PAINT - SEE STRUCTURAL. TREATED WOOD BLOCKING. BRICK WALL TIES AT 16" O.C. VERTICAL, MAX.FLUID-APPLIED AIR AND VAPOR BARRIER. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. 3/4" TREATED PLYWOOD WITH BUILDING WRAP TYP. 3 5/8" COLD-FORMED METAL STUD FRAMING AS REQUIRED. VENTED SOFFIT TO MATCH EXISTING. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. STEEL BEAM - SEE STRUCTURAL. 3" COMPOSITE "Z" GIRTS. TREATED 2X WOOD BLOCKING. STRUCTURAL STEEL ANGLE - SEE STRUCTURAL. 3" 6" 7" FOOTING DRAIN - SEE STRUCTURAL AND PLUMBING. CAVITY VENTS AT 16" O.C. MAX. SEALANT ENTIRE PERIMETER, TYP.2' - 3"4' - 11" 6' - 0" 3' - 4" 14' - 8" OF WALL BELOW 1' - 3" TO FACE FINISH GRADE - SEE CIVIL. METAL DRIP TO MATCH FASCIA 1" 6" 1' - 4 5/8" STEEL BEAM - SEE STRUCTURAL 4" RESILIENT BASE - SEE 800 SERIES PLANS STEEL ANGLE - SEE STRUCTURAL CAP FLASHING/EDGE TRIM TO MATCH EXISTING. T/O FASCIA EL: 16' -6" 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" 7 MECHANICAL 001 CORRIDOR 159 SUSPENDED ACOUSTICAL CEILING SYSTEM. LINED METAL GUTTER - SLOPE TO DOWNSPOUT - FOLLOW SMACNA GUIDELINES. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION OVER SLOPING STRUCTURE. 5/8" GYPSUM BOARD. NEW 5" ELEVATED CONCRETE FLOOR SLAB. STEEL BEAM - SEE STRUCTURAL. NEW CONCRETE FOUNDATION WALL. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. 3 5/8" COLD-FORMED METAL STUDS AT 16" O.C. STEEL BEAM - SEE STRUCTURAL. NEW 5" ELEVATED CONCRETE FLOOR SLAB. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. STEEL BEAM - SEE STRUCTURAL. SUSPENDED ACOUSTICAL CEILING SYSTEM. 5/8" GYPSUM BOARD. 6" COLD-FORMED METAL STUDS AT 16" O.C. 5/8" GLASS MAT SURFACE EXTERIOR GRADE GYPSUM SHEATHING. SUSPENDED ACOUSTICAL CEILING SYSTEM. NEW CONCRETE FLOOR SLAB. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. METAL PANEL SYSTEM. HIGH PSI 3" RIGID POLYSTYRENE INSULATION. 1/4" / 12" 1 1/2" METAL ROOF DECK WITH BENT METAL PLATE - SEE STRUCTURAL. R-15 MIN. CONTINUOUS RIGID INSULATION. FLUID-APPLIED AIR AND VAPOR BARRIER. BENT STEEL PLATE - SEE STRUCTURAL. CORRIDOR 046 CHASE CH1 OFFICE 123 8"STEEL BEAM - SEE STRUCTURAL. BENT STEEL PLATE - SEE STRUCTURAL. FLUID APPLIED WATERPROOFING MOLDED SHEET DRAINAGE PANEL PROTECTION COURSE 3' - 9 3/4" B/O DECK EL: 23' -6"17' - 2"THRU-WALL COUNTER FLASHING. METAL PANEL BASE FLASHING - ALIGN WITH SILL AT CLERESTORY WINDOW OPENINGS 3" COMPOSITE "Z" GIRTS. 3/4" EXTERIOR PLYWOOD SHEATHING PANEL SUPPORT CLIP. VENTED SOFFIT TO MATCH EXISTING. T/O FASCIA EL: 24' -0"MIN.8"1" 6"2' - 3"PREFINISHED METAL FASCIA WITH RIBS/BATTENS AT 8" O.C. TO MATCH EXISTING - NO EXPOSED FASTENERS. CAP FLASHING - MATCH EXISTING. 3 5/8" COLD-FORMED METAL FRAMING AT 16" O.C. WITH R-15 MIN. CONTINUOUS RIGID INSULATION, 3/4" PLYWOOD, AND BUILDING WRAP TO FORM FASCIA BACKUP. 6" COLD-FORMED METAL FRAMING TO ACCOMMODATE STRUCTURAL KNEE BRACE BEYOND.OF FIRST PANEL1' - 2" BOTTOMT/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" 18 STORAGE 005B NAVE 158 NEW 5" ELEVATED CONCRETE FLOOR SLAB. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. TAPERED INSULATION. STEEL BEAM - SEE STRUCTURAL. SUSPENDED ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN. NEW 3-HOUR WALL ASSEMBLY AT ROOF OVERBUILD (UL 415, SYSTEM G) 2" EXPANSION JOINT. NEW 4" CONCRETE FLOOR SLAB OVER VAPOR BARRIER ON DRAINAGE FILL. EXISTING CONCRETE FOUNDATION WALL. EXISTING CONCRETE FLOOR SLAB. EXISTING BRICK WALL TO REMAIN. EXISTING CONCRETE FLOOR SLAB. EXISTING ROOFING SYSTEM - REMOVE FASCIA ASSEMBLY AS REQUIRED. NEW MEMBRANE ROOFING SYSTEM OVER R-20 MIN. INSULATION OVER SLOPING STRUCTURE. 1/4" / 12" 1/4" / 12" TREATED 2X4 WOOD BLOCKING. TREATED 2X4 WOOD BLOCKING. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. 1 1/2" METAL ROOF DECK - SEE STRUCTURAL. 2 1/2" COLD-FORMED METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD. STRUCTURAL STEEL ANGLE. 2" EXPANSION JOINT - SEE SPECIFICATIONS. STEEL ANGLE - SEE STRUCTURAL. 6" METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD. CORRIDOR 022 3/4" PLYWOOD. ALIGN WITH FACE OF BRICK BELOW. 4 3/8" CLOSE-SPACED SPRINKLERS - SEE PLUMBING. ALIGN BOTTOM OF BULKHEAD WITH TOP OF WINDOW. EXISTING STAINED-GLASS WINDOW TO REMAIN. 4 1/2" ALIGN FACE OF GYPSUM BOARD WITH FACE OF BRICK. 2" EXPANSION JOINT WITH CONTINUOUS EXTRUDED ALUMINUM COVER PLATE. B/O DECK EL: 25' -0" B/O DECK EL: 23' -6" 3 5/8" COLD-FORMED METAL STUD OVERBUILD FRAMING AT 16" O.C. 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 A401 WALL SECTIONSCATHOLIC CHURCHSCALE: 3/4" = 1'-0"A401 3 WALL SECTION SCALE: 3/4" = 1'-0" A401 1 WALL SECTION SCALE: 3/4" = 1'-0" A401 5 WALL SECTION SCALE: 3/4" = 1'-0" A401 4 WALL SECTION SCALE: 3/4" = 1'-0"A401 2 WALL SECTION 1 OWNER COMMENTS 09-23-21 1 NOTE: VERIFY REQUIREMENTS FOR VENTED SOFFIT BASED UPON CONSTRUCTION OF FASCIA/SOFFIT, TYP. 1 12/13/21