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Home My WebLink AboutA3.1 Details.pdfProject Number: Revisions: Drawn By Checked ByIssue Date Architecture / Project Managment: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: SI L V E R D O O R S P A Ca r m e l C i t y C e n t e r - S u i t e 6 4 76 2 S . R a n g e l i n e R o a d , C a r m e l I N 4 6 0 3 2 COPYRIGHT & OWNERSHIP OF DOCUMENTS Check Set: 9.21.2012 State Release Set: 9.28.2012 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 SUITE 64 Th u r s d a y , S e p t e m b e r 2 7 , 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 : S I L V E R D O O R S P A : C D ' s : S D 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 A3.1 Details DJS MC/JAW THIS DOCUMENT IS AN 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 2012 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 9/28/2012 6" MIN. EXISTING CONC. RIBBON SLAB ALUMINUM STOREFRONT DOOR SADDLE/THRESHOLD SET IN ASPHALTIC MASTIC EXISTING CMU RIGID INSULATION OR COMPACTED FILL EXISTING SITE PAVING 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. EXISTING CONCRETE SLAB NEW 4" CONC. SLAB, 3 DOWELS TO RIBBON SLAB AT DOOR OPENING 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 INSTALL CONDUIT AT FLOOR LEVEL FOR BASEBOARD HEAT REPAIR OR REPLACE ALL MISSING OR DAMAGED BATT INSULATION AND VAPOR BARRIER 6" MIN. EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM 1/4" SEALANT BACKER ROD AND JOINT SEALANT AT EXPANSION JOINT. MATCH COLOR OF CONCRETE FOR EXPOSED WORK. EXISTING RIBBON SLAB RIGID INSULATION OR COMPACTED FILL EXISTING CONCRETE SLAB EXISTING SITE PAVING COMPACTED FILL EXISTING DIAMOND DOWEL SLAB TO SLAB CONSTRUCTION JOINT W/ EPOXIED DOWELS INTO RIBBON SLAB 12" O.C. MIN. 2" THICK RIGID INSULATION EXISTING 8" CMU NEW 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. 8" M I N . 8" MIN. CONCRETE SLAB, 6x6- W2.1 x W2.1 WWF DIAMOND DOWEL FOR FUTURE SLAB 4" 2'-6 1/4" 9" SEALANT 3 5/8 CFS FRAMING 'J' MOLD EXISTING ALUMINUM CURTAIN WALL WINDOW SYSTEM EXISTING STONE TRIM EXISTING C.I.P. CONCRETE BEAM & SLAB CORNER BEAD 'J' MOLD2X FT WOOD BLOCKING 5/8" GYP. BD. CORNER BEAD 5/8" GYP. BD. -8'-7 11/16" BACKER ROD & SEALANT RETAIL SIDE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF. EXISTING CMU WALL COMPACTED FILL EXISTING SPACE EXISTING SLAB EXPANSION MATERIAL 6" MIN. CONSTRUCTION JOINT EXISTING SLAB NEW 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF, W/ EPOXIED DOWELS INTO SLAB 12" O.C. 2 Sill Detail @ Storefront Door 1" = 1'-0" 4 Storefront Jamb Detail 1 1/2"= 1'-0" 3 Sill Detail @ Storefront Window 1" = 1'-0" 5 Slab Detail @ North Demising wall 1" = 1'-0"1 Storefront Head Detail 1" = 1'-0" 6 Slab Detail @ Existing CMU Walls 1" = 1'-0" 7 Slab Detail @ Existing Slab 1" = 1'-0"