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HomeMy WebLinkAboutAA267 PUBLIC PASSAGEWAY SECT. DETAILSProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA267 PUBLIC PASSAGEWAY SECT. DETAILS Bid Set 07.07.2007 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 25 26 27 28 29 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE BID SET A.300, 02/27/09 MASONRY AND EIFS UPDATE 2 A.300.ASI.004, 03/08/09 CCC.A.ASI.1, 5.20.09 RFI UPDATES, PUBLIC WAYS, ROOF UPDATES SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Tuesday, May 19, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:DSS Public Way Study Elevations:Public Passage Ceilings.pln L.E.S. J.A.W. A.300 5.20.2009 29 5/8" 2" 2" 8" 1 1/8" 1/4" 1 1/4" 4 5/8" 8" 2 5/8" 1'-3 1/4" 8" 8" 1'-4" 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). DRYWALL (N.I.C.). STONE BASE TO BE ST7. 1/2" PLYWOOD. 1x3 FIRE RETARDANT WOOD STRAPPING. 8" CMU. STONE VENEER TO BE ST6. STARTER STRIP. METAL FLASHING. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. POZ-E-FLO DRAINAGE PANEL. 3/8" MORTAR JOINT. FUSION CLIP. WEATHER RESISTANT BARRIER. STARTER STRIP. PAVER (N.I.C.). WATERPROOFING & TERMINATION BAR (N.I.C.). PUBLIC PASSAGE TENANT 5/8" 8" 5/8" 1/2" 1/4" 1 1/4" 8 5/8" 2 5/8" 11 1/4" STONE VENEER TO BE ST6. 3/8" MORTAR JOINT. POZ-E-FLO. 1/2" PLYWOOD. 5/8" EXT. SHEATHING. 8" METAL STUD W/ BATT INSULATION. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. WEATHER RESISTANT BARRIER. 5/8" GYP. BOARD (N.I.C.). PUBLIC PASSAGE TENANT 8" 8" 1'-4" 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). DRYWALL (N.I.C.). STONE BASE TO BE ST7. 1/2" PLYWOOD. 1x3 FIRE RETARDANT WOOD STRAPPING. 8" CMU. STONE VENEER TO BE ST6. STARTER STRIP. METAL FLASHING. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. POZ-E-FLO DRAINAGE PANEL. 3/8" MORTAR JOINT. FUSION CLIP. WEATHER RESISTANT BARRIER. 8" METAL STUD W/ BATT INSULATION. 5/8" GYP. BOARD (N.I.C.). STARTER STRIP. PAVER (N.I.C.). WATERPROOFING & TERMINATION BAR (N.I.C.). 5/8" EXTERIOR SHEATHING. PUBLIC PASSAGE TENANT 8" 8" 1'-4" 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). DRYWALL (N.I.C.). STONE BASE TO BE ST7. 1/2" PLYWOOD. 5/8" EXTERIOR SHEATHING. 3 5/8" METAL STUD. STONE VENEER TO BE ST6. STARTER STRIP. METAL FLASHING. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. POZ-E-FLO DRAINAGE PANEL. 3/8" MORTAR JOINT. FUSION CLIP. WEATHER RESISTANT BARRIER. 8" METAL STUD W/ BATT INSULATION. 5/8" GYP. BOARD (N.I.C.). 5/8" EXTERIOR SHEATHING. STARTER STRIP. PAVER (N.I.C.). WATERPROOFING & TERMINATION BAR (N.I.C.). PUBLIC PASSAGE TENANT 5/8" 8" 5/8" 3 5/8" 5/8" 1/2" 1/4" 1 1/4" 9 1/4" 3 5/8" 2 5/8" 1'-3 1/2" 5/8" GYP. BOARD (N.I.C.). 8" METAL STUD W/ BATT INSULATION. 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. 3 5/8" METAL STUD. 5/8" EXT. SHEATHING. 1/2" PLYWOOD. STONE VENEER TO BE ST6. 5/8" EXT. SHEATHING. PUBLIC PASSAGE TENANT STONE VENEER TO BE ST6. 3/8" MORTAR JOINT. POZ-E-FLO. 1/2" PLYWOOD. 5/8" EXT. SHEATHING. 8" METAL STUD W/ BATT INSULATION. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. WEATHER RESISTANT BARRIER. 5/8" GYP. BOARD (N.I.C.). 5/8" EXT. SHEATHING. 3 5/8" METAL STUD. PUBLIC PASSAGE TENANT 5/8" 8" 5/8" 1/2" 1/4" 1 1/4" 11 1/4" 6" 6" 5/8" GYP. BOARD (N.I.C.). 8" METAL STUD W/ BATT INSULATION. 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. 5/8" EXT. SHEATHING. 1/2" PLYWOOD. STONE VENEER TO BE ST6. 5/8" EXT. SHEATHING. EIFS MOULDING. PUBLIC PASSAGE TENANT 8" METAL STUD W/ BATT INSULATION. 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. 5/8" EXT. SHEATHING. 1/2" PLYWOOD. STONE VENEER TO BE ST6. PUBLIC PASSAGE 6" 5/8" 2 5/8" 8" 5/8" 6" 11 7/8" 6" 5/8" GYP. BOARD (N.I.C.). 8" METAL STUD W/ BATT INSULATION. 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. EIFS MOULDING. 5/8" EXTERIOR SHEATHING. PUBLIC PASSAGE TENANT 3 1/4" 8" 5/8" 5/8" 6" 5 1/4" 11 7/8" 8" METAL STUD. 5/8" GYP BOARD (N.I.C.). ALUMINUM STOREFRONT/ CURTAIN WALL. BATT INSULATION. 5/8" EXTERIOR SHEATHING. 2 1/2" METAL STUD. ROD AND SEALANT. SKIM BOARD. CFS HEADER. PUBLIC PASSAGE TENANT 1 1/2" 1/2" 5/8" 7 5/8" 2" 2" 5/8" 1'-2 3/4" 8" 8" 1'-4" ALUMINUM STOREFRONT/ CURTAIN WALL. BACKER ROD AND SEALANT. 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). DRYWALL (N.I.C.). SILL (N.I.C.). STONE BASE TO BE ST7. 1/2" PLYWOOD. 1x3 FIRE RETARDANT WOOD STRAPPING. 8" CMU. 3/8" MORTAR. STARTER STRIP. PAVER (N.I.C.). WATERPROOFING & TERMINATION BAR (N.I.C.). PUBLIC PASSAGE TENANT 5/8" 2" 2" 8" 1 1/8" 1/4" 1 1/4" 4 5/8" 8" 2 5/8" 1'-3 1/4" STONE VENEER TO BE ST6. 3/8" MORTAR JOINT. POZ-E-FLO. 1/2" PLYWOOD. 1x3 FIRE RETARDANT WOOD STRAPPING. 1/4" CONCRETE ANCHORS-MIN. 1" PENETRATION INTO CONCRETE. 8" CMU. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. WEATHER RESISTANT BARRIER. 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION. (N.I.C.). 5/8" GYP. BOARD (N.I.C.). PUBLIC PASSAGE TENANT 5/8" 2" 2" 8" 5/8" 1/2" 1 1/2" 6" 4 5/8" 8" 2 5/8" 1'-3 1/4" 6" 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. EIFS MOULDING. 1x3 FIRE RETARDANT WOOD STRAPPING. 1/2" PLYWOOD. STONE VENEER TO BE ST6. 8" CMU. 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). 5/8" GYP. BOARD (N.I.C.). 5/8" EXTERIOR SHEATHING. PUBLIC PASSAGE TENANT 5/8" 3 5/8" 5/8" 8" 2" 2" 5/8" 1/4" 1/2" 1 1/4" 1'-7 1/2" 1'-2 7/8" 4 5/8" 8" 8" 1'-4" 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). DRYWALL (N.I.C.). STONE BASE TO BE ST7. 1/2" PLYWOOD. 5/8" EXTERIOR SHEATHING. 8" CMU. STONE VENEER TO BE ST6. STARTER STRIP. METAL FLASHING. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. POZ-E-FLO DRAINAGE PANEL. WATERTABLE FUSION SILL. 3/8" MORTAR JOINT. FUSION CLIP. WEATHER RESISTANT BARRIER. 3 5/8" METAL STUD. 5/8" EXT. SHEATHING. STARTER STRIP. PAVER (N.I.C.). WATERPROOFING & TERMINATION BAR (N.I.C.). PUBLIC PASSAGE TENANT 5/8" 3 5/8" 5/8" 8" 2" 2" 5/8" 1/4" 1/2" 1 1/4" 6 7/8" 8" 4 5/8" 1'-7 1/2" STONE VENEER TO BE ST6. 3/8" MORTAR JOINT. POZ-E-FLO. 1/2" PLYWOOD. 5/8" EXT. SHEATHING. 1/4" CONCRETE ANCHORS-MIN. 1" PENETRATION INTO CONCRETE. 8" CMU. #8 X 3/4" PAN HEAD SCREW STAINLESS STEEL #2 ROBERTSON DRIVE. WEATHER RESISTANT BARRIER. 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION. (N.I.C.). 5/8" GYP. BOARD (N.I.C.). 5/8" EXT. SHEATHING. 3 5/8" METAL STUD. PUBLIC PASSAGE TENANT 2 5/8" 3 5/8" 5/8" 8" 4 5/8" 3 5/8" 5/8" 8" 2" 2" 5/8" 1/4" 1/2" 5/8" 1 1/4" 3 5/8" METAL STUD. FINISHED CEILING SYSTEM. 3 5/8" METAL STUD. 5/8" EXT. SHEATHING. 1/2" PLYWOOD. STONE VENEER TO BE ST6. 5/8" EXT. SHEATHING. 8" CMU. 2" Z CHANNEL (N.I.C.). 2" RIGID INSULATION (N.I.C.). 5/8" GYP. BOARD (N.I.C.). PUBLIC PASSAGE TENANT SCALE: 1 1/2"= 1'-0" 1 STONE @ STONE BASE DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 2 FUSION STONE @ STUD DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 3 STONE @ STONE BASE DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 4 STONE @ PILASTER BASE DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 5 CEILING @ PILASTER DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 6 FUSION STONE @ PILASTER DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 7 CEILING/MOULDING/STONE DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 8 CEILING @ COLUMN DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 9 CEILING/MOULDING DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 10 STOREFRONT HEAD DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 11 STOREFRONT BASE DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 12 FUSION STONE @CMU DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 13 CEILING/MOULDING @CMU DETAIL AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 14 STONE @ STONE BASE AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 15 FUSION STONE @CMU AA267 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 16 CEILING @ PILASTER AA267 0 6'' 12'' 18'' NEW SHEET