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Home My WebLink AboutA3.1 Architectural Details.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A INTERIORS:TENANTS:MATT THE MILLER:Drawings:Architectural General Details.pln DJS JAW PEDCOR DESIGN GROUP, L.L.C. A3.1 Architectural Details 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 5/8" GYPSUM BOARD VAPOR RETARDER METAL STUDS @16" O.C. 5/8" EXTERIOR SHEATHING SPRAY APPLIED FIRE RESISTIVE MATERIAL, WHERE NOT PRESENTLY EXISTING. CFS STUD FRAMING THAT MAKES CONTACT WITH COLUMNS, TO BE ATTACHED AND SPRAYED W/FIRE-RESISTIVE MATERIAL AT SAME TIME AS COLUMN 1 AND 2 HOUR RATED FRAMING ASSEMBLY WHERE EXTERIOR WALL BY PASSES COLUMN @CORNER 1 1/2" METAL STUD FURRING 2'-0" ONE COURSE OF 4"x4" C.M.U. (SOLID), SEE PLAN FOR LOCATION. STRUCTURAL DECK OVER PARKING LEVEL RETAIL WATERPROOF MEMBRANE RIGID INSULATION CONCRETE SLAB, 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. PEA GRAVEL PLUMBING 6" +2' ±0" EXISTING TWO COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. PROVIDE 1" SPACE AT PERIMETER OF RETAIL SPACE. EXISTING OR NEW WALL, LOCATION MAY VARY CONSTRUCTION JOINT EXISTING SLAB NEW 4" CONC. SLAB, W/EPOXIED DOWELS INTO SLAB 12" O.C. +3'-2" ±0" EXISTING TWO COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. NEW FOUR COURSES OF C.M.U. RIGID INSULATION EXISTING DEMISING WALL RIGID INSULATION ±0" +3'-2" +2' EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. 1/2" PLYWOOD SUBTSRATE, AS INDICATED FOR VARIOUS LOCATIONS. WALL FRAMING VARIES, SEE PLAN NEW TWO COURSES OF 8" C.M.U. RIGID INSULATION NEW TWO COURSES OF 4" C.M.U. KNEE BRACE AS INDICATED BY PLAN NOTES AND WALL SCHEDULE. REF. 11/A3.2 FOR DETAILS. EXISTING THREE COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. 2x12 FORM WORK 5/8" GYP. BD. & VAPOR RETARDER 3 5/8 CFS FRAMING BATT INSULATION EXISTING SITE PAVING EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM EXISTING GRANITE BASE NEW FOUR COURSES OF C.M.U. RIGID INSULATION 1X12 STAINED POPLAR #4 BARS @24" oc, GROUTED FULLY INTO CMU. WALL CONDITIONS MAY VARY. REFERENCE INTERIORS FOR DETAILS. ±0" +3'-2" 1/2" 4 1/4" 1'-6" 1'-6"1'-2" +2' ±0" EXISTING TWO COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. NEW TWO COURSES OF 4" C.M.U. RIGID INSULATION EXISTING SLAB EXISTING DEMISING WALL BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. EXPANSION MATERIAL P.5 27 STAINED WOOD TRIM AND LEDGE. 1/2" STAINED WOOD WAINSCOT BELOW. 1/2" PLYWOOD BACKING AT WAINSCOT AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO EXISTING DRAINS AS REQUIRED. EXISTING STRUCTURAL COLUMN. ACCESS PANEL TO BE PROVIDED FOR CLEAN OUT DRAIN. PANEL IS TO BE PAINTED. COORDINATE IN THE FIELD THE LOCATION OF THE PANEL. PIPE CLEAN-OUT. GYPSUM BOARD ON METAL STUD/FURRING COLUMN ENCLOSURE, REF TO TENANT IMPROVEMENT PLANS FOR LOCATIONS & DIMS NOTE: HEIGHT OF PANEL TO BE ESTABLISHED BY CENTERING ACCESS PANEL VERTICALLY ON PIPE CLEAN-OUT , NEAREST TO FINISH FLOOR 5/8" GYPSUM BOARD VAPOR RETARDER METAL STUDS @16" O.C. 5/8" EXTERIOR SHEATHING SPRAY APPLIED FIRE RESISTIVE MATERIAL, WHERE NOT PRESENTLY EXISTING. CFS STUD FRAMING THAT MAKES CONTACT WITH COLUMNS, TO BE ATTACHED AND SPRAYED W/FIRE-RESISTIVE MATERIAL AT SAME TIME AS COLUMN 1 AND 2 HOUR RATED FRAMING ASSEMBLY WHERE EXTERIOR WALL BY PASSES COLUMN 1 1/2" METAL STUD FURRING ±0" +3'-2" EXISTING THREE COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. 6" RISER BEYOND 6"x6"x3/8" BENT STEEL ANGLE W/WELDED STUDS 32" O.C. 1/2" PLYWOOD SUBTRATE BATT INSULATION EXISTING SITE PAVING EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM EXISTING GRANITE BASE NEW FOUR COURSES OF C.M.U. RIGID INSULATION 1X12 STAINED POPLAR 3 5/8 CFS FRAMING BACKER ROD & SEALANT FROM PLYWOOD SUBSTRATE TO CURTIN WALL WALL CONDITIONS MAY VARY. REFERENCE INTERIORS FOR DETAILS. EXISTING SITE PAVING CFS STUD TRACK EXISTING GRANITE BASE EXISTING BACKER ROD & SEALANT BATT INSULATION 3 5/8 CFS FRAMING 1X6 BASE, SEE FINISH PLAN 1/2" PLYWOOD SUBSTRATE W/VAPOR BARRIER 1/2" STAINED BIRCH PLYWOOD 1X4 APRON, SEE FINISH PLAN 1X SILL, SEE FINISH PLAN 1/4" SEALANT EXISTING ALUM. CURTAIN WALL SYSTEM. SEE A2 SERIES FOR MODIFICATIONS TO CURTAIN WALL. BACKER ROD & SEALANT FROM PLYWOOD SUBSTRATE TO CURTIN WALL NEW BACKER ROD AND SEALANT WALL CONDITIONS MAY VARY. REFERENCE INTERIORS FOR DETAILS. BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. EXPANSION MATERIAL EXISTING 8" CMU NEW CONC. SLAB ±0" 2'-0" 7" 7" 11" TWO COURSES OF C.M.U. STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. #4 REBAR, 4-EQUALLY SPACED. 1" COVER TYP. #4 REBAR +2'-0" ±0" 6" EXISTING CONC. RIBBON SLAB, STAIN CONC TO MATCH FINISH FLR COLOR ALUMINUM STOREFRONT DOOR SADDLE/THRESHOLD SET IN ASPHALTIC MASTIC SPANNING EXPANSION JOINT BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. EXISTING TWO COURSES OF C.M.U. EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION MIN. NEW 4" CONC. SLAB, 2 DOWELS TO RIBBON SLAB EXISTING ALUM. CURTAIN WALL SYSTEM. SEE A2 SERIES FOR MODIFICATIONS TO CURTAIN WALL. BACKER ROD AND SEALANT MASONRY VENEER FACE OF GRANITE SILL EXISTING CMU GRANITE SILL GLAZING LEVEL PLAN VIEW BATT INSULATION 5/8" GYP. BOARD & VAPOR RETARDER INSULATION IN VOID AS REQUIRED CORNER BEAD 'J' MOLD SOLID SURFACING SILL EXISTING STOREFRONT. 5/8" GYP. BOARD EXISTING EXTERIOR SHEATHING W/VAPOR BARRIER EXISTING CFS FRAMING BATT INSULATION EXISTING EIFS BACKER ROD AND SEALENT 'J' MOLD CORNER BEAD INSULATION IN VOID AS REQUIRED SEE FINISH PLANS FOR BULKHEAD LOCATIONS & DETAILS 3 1/8" 1/2" 5/8" GYP. BOARD AND VAPOR BARRIER BATT INSULATION AS REQUIRED EXISTING CFS FRAMING DRYWALL EXPANSION JT. BOTH SIDES 5/8" GYP. BOARD (2) MAX +2' ±0" EXISTING STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE NEW TWO COURSES OF 8" C.M.U. RIGID INSULATION 1 1/2" RIGID INSULATION FOR THERMAL BREAK OF COOLER SLAB COOLER WALL 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAIL SPACES. 12 DETAIL 1 1/2"= 1'-0" 1 PLUMBING AT CONTINUOUS SLAB 1" = 1'-0" 2 SLAB AT DEMISING WALL 1" = 1'-0" 3 STEPPED SLAB AT DEMISING WALL 1" = 1'-0" 5 STEPPED SLAB DETAIL 1" = 1'-0" 6 STEPPED SLAB AT CURTAIN WALL 1" = 1'-0"4 SLAB AT COOLER 1" = 1'-0" 17 ACCESS PANEL DETAIL 1 1/2"= 1'-0" 13 DETAIL 1 1/2"= 1'-0" 7 STEPPED SLAB AT BAR BOOTH/CURTAIN W1"A L L= 1'-0" 10 SILL DETAIL 1" = 1'-0" 8 SECTION AT STAIRS 1" = 1'-0" 9 SILL DETAIL 1" = 1'-0" 14 JAMB DETAIL 1 1/2"= 1'-0" 15 HEAD DETAIL 1 1/2"= 1'-0" 16 1 HOUR RATED CONTROL JOINT 1 1/2"= 1'-0"11 THERMAL BREAK AT COOLER WALL 1" = 1'-0"