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HomeMy WebLinkAboutA3.1 DETAILS.PDFProject Number: Revisions: Drawn By Checked ByIssue Date 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: OF F I C E S P A C E Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS Su i t e s 7 0 , 7 4 , 7 6 N 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP SCALE: 1/128"= 1'-0" KEY PLAN SUITES 70, 74, 76 Tu e s d a y , J u l y 3 1 , 2 0 1 2 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . G e n e r a l : B L D G A I N T E R I O R S : T E N A N T S : C e n t u r y 2 1 : D r a w i n g s : A r c h i t e c t u r a l G e n e r a l D e t a i l s . p l n PEDCOR DESIGN GROUP, L.L.C. A3.1 DETAILS DJS MC/ JAW07/27/2012 STATE RELEASE SET: 07/27/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL ANDUNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2012JAMES R. STUTZMAN, AIA, Carmel, Indiana. 6" MIN. EXISTING RIBBON SLAB 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. CONTROL JOINT SPACING TO BE DETERMINED. THE RETAIL SIDE BASED ON SPACE LAYOUT. EXISTING DIAMOND DOWEL ALUMINUM STOREFRONT DOOR SADDLE/ THRESHOLD SET IN ASPHALTIC MASTIC COMPACTED FILL FUTURE SITE PAVING TO BE SLOPED TO MEET EXISTING SILL EXISTING ALUM. CURTAIN WALL SYSTEM BACKER ROD AND SEALANT MASONRY VENEER FACE OF GRANITE SILL EXISTING GRANITE SILL GLAZING LEVEL PLAN VIEW BATT INSULATION 5/8" GYP. BOARD & VAPOR RETARDER INSULATION CORNER BEAD 'J' MOLD SOLID SURFACING SILL 6" MIN. EXISTING CONC. RIBBON SLAB, STAIN CONC TO MATCH FINISH FLR COLOR ALUMINUM STOREFRONT DOOR SADDLE/THRESHOLD SET IN ASPHALTIC MASTIC SPANNING EXPANSION JOINT EXISTING TWO COURSES OF C.M.U. WATERPROOF MEMBRANE RIGID INSULATION OR COMPACTED FILL FUTURE SITE PAVING TO BE SLOPED TO MEET EXISTING SILL NEW 4" CONC. SLAB, 2 DOWELS TO RIBBON SLAB EXISTING STOREFRONT. EXISTING STONE BASE. EXISTING PLYWOOD. 5/8" GYP. BOARD AND VAPOR BARRIER EXISTING CFS FRAMING BATT INSULATION AS REQUIRED BACKER ROD AND SEALENT CORNER BEAD 'J' MOLD 3 1/2" 2" EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM EXISTING BACKER ROD & SEALANT BATT INSULATION INSULATION EXISTING GRANITE BASE BACKER ROD & SEALANT 1/4" SEALANT 'J' MOLD 3 5/8 CFS FRAMING 5/8" GYP. BOARD AND VAPOR BARRIER BASE, SEE FINISH PLAN BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. CONTINUOUS SOLID SURFACE SILL EXISTING RIBBON SLAB RIGID INSULATION OR COMPACTED FILL EXISTING CONCRETE SLAB REPAIR OR REPLACE ALL MISSING OR DAMAGED BATT INSULATION AND VAPOR BARRIER FUTURE SITE PAVING TO BE SLOPED TO MEET EXISTING SILL EXISTING 8" CMU NEW CONC. SLAB VARIES 1/4" SEALANT & BACKER ROD BATT INSULATION EXISTING 3 5/8CFS FRAMING 5/8 GYP.BOARD W/ VAPOR BARRIER 'J' MOLD EXISTING ALUMINUM CURTAINWALL WINDOW SYSTEM EXISTING GRANITE EXISTING BRICK VENEER EXISTING C.I.P. CONCRETE BEAM & SLAB REPAIR OR REPLACE ALL MISSING OR DAMAGED BATT INSULATION AND VAPOR BARRIER CORNER BEAD 8" M I N . 8" MIN. CONCRETE SLAB, 6x6- W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR THE SLAB ON GRADE IN THE RETAILSPACES. DIAMOND DOWEL 8" M I N . 8" MIN. 8" M I N . RAMP BEYOND COMPACTED FILL 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. 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. (2) #4 REBAR, CONTINUOUS EXISTING STOREFRONT. 5/8" GYP. BOARD AND VAPOR BARRIER, TYPICAL AT INTERIOR SIDES. NEW CFS FRAMING BATT INSULATION AS REQUIRED BACKER ROD AND SEALENT CORNER BEAD, TYP. TENANT WALL BACKER ROD AND SEALENT BATT INSULATION TO FILL ALL VOIDS AROUND CURTAIN WALLS 3' - 0 " 3'- 0 " 1'-0"3 TREADS @ 11"= 2'-9"6'-0" 4 R I S E R S @ 6 1 / 2 " = 2 ' - 2 " HAND RAIL 2" STEEL TUBE WELDED NEW CONCRETE LANDING METAL NOSING & TREAD, TYP. EXISTING LOADING DOCK SLAB 1'3 TREADS @ 11"= 2'-9"1' 4 R I S E R S @ 6 1 / 2 " = 2 ' - 2 " 3'6' LANDING HAND RAIL 2" STEEL TUBE WELDED, WALL MOUNTED NEW CONCRETE LANDING METAL NOSING & TREAD, TYP. NEW WALL AND DOOR INFILL IN EXISTING CMU OPENING FIRE RETARDANT BLOCKING EXISTING LOADING DOCK SLAB 1 SILL DETAIL AT STOREFRONT DOOR 1" = 1'-0" 6 JAMB DETAIL 1 1/2"= 1'-0"2 SILL DETAIL AT STOREFRONT DOOR 1" = 1'-0" 5 JAMB DETAIL 1 1/2"= 1'-0" 3 SILL DETAIL AT STOREFRONT WINDOW1" = 1'-0" 4 HEAD DETAIL 1" = 1'-0" 7 SLAB AT SOUTH DEMISING WALL 1" = 1'-0" 8 SLAB AT RAMP 1" = 1'-0" 9 JAMB DETAIL 1 1/2"= 1'-0" 10 N-S STAIR SECTION LOOKING WEST 3/4" = 1'-0" 11 N-S STAIR SECTION LOOKING EAST 3/4" = 1'-0" 03.29.10 3' - 0 " 1' - 4 " 2" 1' - 4 " 5'-0" HAND RAIL 2" STEEL TUBE WELDED NEW CONCRETE LANDING EXISTING LOADING DOCK SLAB NEW FRAMED INFILL/ DOOR IN EXISTING CMU OPENING COMPACTED FILL EXISTING CMU WALL CONSTRUCTION JOINT DIAMOND DOWELS 12 E-W STAIR SECTION LOOKING NORTH 3/4" = 1'-0"