DESCRIPTION DATE MARK REVISIONS 1 www.mkcinc.com ASSOCIATES, INC. COLUMBUS MANSFIELD NEW PHILADELPHIA DRAWN BY: PROJ. MGR: 14-148 A-311 A SHEET CONTENT JOB NO. SHEET BLB C 2013 2 3 4 5 B C D ARCHITECTURE ENGINEERING PLANNING D C B A PRELIMINARY - NOT FOR CONSTRUCTION 5 4 3 2 1 Printed 4/21/2015 CONSULTANTS PHONE : 419-525-1102 FAX: 419-525-1428 40 W. 4th STREET MANSFIELD, OHIO 44902 ARCHITECT OF RECORD Brian L. Bauer 9481 Expiration 12/31/2015 SECTION DETAILS Dover, Ohio PROFESSIONAL OFFICE SUITES FOR UNION HOSPITAL 04/13/2015 PROGRESS SET: 6" METAL STUDS @ 24" C/C. MIN R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. 5/8" GYPSUM BOARD ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. ACOUSTIC CEILING TILE. 12" H. ALUMINUM PLATE WALL PANELS AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. ALUMINUM SOFFIT PANELS. .060 EPDM ROOFING FULLY ADHERED TO BUILT-UP POLYISCYANURATE INSULATION (MIN. 3" THICKNESS, SLOPED MIN 1/4 : 12 TO GUTTERS/ SCUPPERS) W/ STAGGERED JOINTS, ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. STEEL ROOF JOISTS. SEE STRUCTURAL DRAWINGS. STEEL BEAM. SEE STRUCTURAL DRAWINGS. 1x12 CLAD WOOD FRIEZE BOARD 2x12 CLAD WOOD FASCIA BOARD 2x12 CLAD WOOD FASCIA BOARD 6" METAL STUDS @ 24" C/C. MIN R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. PREFINISHED METAL GUTTER W/ DRAIN BAR .060 EPDM ROOFING FULLY ADHERED TO BUILT-UP POLYISCYANURATE INSULATION (MIN. 3" THICKNESS, SLOPED MIN 1/4 : 12 TO GUTTERS/ SCUPPERS) W/ STAGGERED JOINTS, ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. CANT STRIP FULL PERIMETER OF ROOF. 6" METAL STUDS @ 24" C/C. MIN R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. TURN EPDM ROOFING UP PARAPET WALL METAL PARAPET COPING TURN EPDM ROOFING OVER TOP OF PARAPET WALL TURN EPDM ROOFING DOWN FRONT OF PARAPET WALL 12" H. ALUMINUM PLATE WALL PANELS 6" METAL STUDS @ 24" C/C. MIN R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. 5/8" GYPSUM BOARD ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. STEEL ROOF JOISTS. SEE STRUCTURAL DRAWINGS. STEEL BEAM. SEE STRUCTURAL DRAWINGS. AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. 8" CAST STONE SILL. METAL SILL FLASHING W/ END DAMS AND WEEPS @ 24" C/C MAX. CAULK ENTIRE PERIMETER OF WINDOW (INTERIOR AND EXTERIOR). CAULK ENTIRE PERIMETER OF WINDOW (INTERIOR AND EXTERIOR). RETURN GYPSUM BOARD TO WINDOW FRAME. WINDOW (SEE WINDOW ELEVATIONS). WINDOW STOOL. 6" METAL STUDS @ 24" C/C. MIN. R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. 5/8" GYPSUM BOARD ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. STRUCTURAL ANGLE - SILL SUPPORT. 12" H. ALUMINUM PLATE WALL PANELS AIR AND MOISTURE BARRIER ON 5/8" DENSGLASS GOLD EXTERIOR SHEATHING. 12" H. ALUMINUM PLATE WALL PANELS RETURN GYPSUM BOARD TO WINDOW FRAME. RETURN GYPSUM BOARD TO WINDOW FRAME. WINDOW (SEE WINDOW ELEVATIONS). CAULK ENTIRE PERIMETER OF WINDOW (INTERIOR AND EXTERIOR). CAULK ENTIRE PERIMETER OF WINDOW (INTERIOR AND EXTERIOR). 6" METAL STUDS @ 24" C/C. MIN. R-19 BATTING INSULATION BETWEEN STUDS F/H OF WALL. 5/8" GYPSUM BOARD ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. METAL FLASHING FINISHED GRADE (MIN. 6" BELOW FINISHED FLOOR ELEVATION). 4" CMU BLOCK. GROUT CELLS FULL. WINDOW (SEE WINDOW ELEVATIONS). CAULK ENTIRE PERIMETER OF STOREFRONT (INTERIOR AND EXTERIOR). CAULK ENTIRE PERIMETER OF STOREFRONT (INTERIOR AND EXTERIOR). 12" H. ALUMINUM PLATE WALL PANELS (BEYOND) 1/4" EXPANSION MATERIAL REINFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. 8" CMU BLOCK. GROUT CELLS FULL. 2" RIGID PERIMETER INSULATION. 4" REINFORCED CONCRETE FLOOR SLAB ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. 4" GRAVEL BASE. ENGINEERED FILL. 4" RUBBER BASE (BEYOND). FINISHED GRADE (MIN. 6" BELOW FINISHED FLOOR ELEVATION). 1/4" EXPANSION MATERIAL 4" CMU BLOCK. GROUT CELLS FULL. ALUMINUM CURTAIN WALL. CAULK JOINT - ENTIRE PERIMETER OF CURTAIN WALL.. CAULK JOINT F/L OF CASEWORK. REINFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. 8" CMU BLOCK. GROUT CELLS FULL. 2" RIGID PERIMETER INSULATION. 4" REINFORCED CONCRETE FLOOR SLAB ON MIN. 6 MIL VISQUEEN VAPOR BARRIER W/ TAPED SEAMS. 4" GRAVEL BASE. ENGINEERED FILL. 4" RUBBER BASE. 5/8" GYPSUM BOARD. 2 1/2" METAL STUDS @ 24" C/C. CASEWORK. SCALE: 1 1/2"= 1'-0" C1 DETAIL A-311 SCALE: 1 1/2"= 1'-0" A1 DETAIL A-311 SCALE: 1 1/2"= 1'-0" A4 DETAIL A-311 SCALE: 1 1/2"= 1'-0" B4 DETAIL A-311 SCALE: 1 1/2"= 1'-0" A2 DETAIL A-311 SCALE: 1 1/2"= 1'-0" B4 DETAIL A-311