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HomeMy WebLinkAboutAA581 MONUMENTAL STAIRProject: 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 AA581 MONUMENTAL STAIR Bid Set !"#!$#%& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 44 42 45 46 CCC.A.ASI.23, 05/20/10 CCC.A.ASI.18, 03/29/10 REVISED MAILBOX CONFIGURATION CCC.A.ASI.24, CCC.A.ASI.026, 09/03/10 Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA581 MONUMENTAL STAIR Bid Set !"#!$#%& 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA !"#$%&'()! !"#$%$&'() !" !! #$ % & '()'*' '()'*+ '()'*, ( !"#$%&'( )&*+$' Wednesday, September 29, 2010; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST LL 16-17.pln 8 R @ 6 15/16" = 4'-7 1/2" 7 T @ 11" = 6'-5" UP 11 R @ 6 15/16" = 6'-4 5/16" 11 T @ 11" =10'-1" UP UP 7 R @ 6 15/16" = 4'-0 9/16" 6 T @ 11" = 5'-6" R R.6 17 16.1 5'-6" 3" 5'-0" 3"3" 3" 3" 5'-0" 3" 6'-6" 3" 5'-0" 3" 2'-27/8" 3" 3" 5'-31/2" 6'-5" 5'-31/2" 3" 2'-27/8" 19'-117/8" 5'-107/8" 1 AA581 2 AA581 3 AA581 GLASS PANEL GUARD RAILING C.I.P. TERRAZZO LANDING, BOTH SIDES PRECAST TERRAZZO TREAD STEEL CHANNEL STRINGER, SEE STRUCTURAL DWGS CHROME FINISH HANDRAIL CHROME FINISH HANDRAIL & GUARDRAILING 8 x 8 TILE THRESHOLD, SEE DETAIL WITH P.112 BID SET. RUN TILE THROUGH TO PLAZA SIDE. TILE TAPERED EDGE STRIP 3/8" EXPANSION/ CONTRACTION SEALANT JOINT 8'-0" O.C. E.W. 17 17.1 13'-0" 2'-0" -13'-0" ±0.00' +2'-0" -4'-3 15/16" 26 R @ 6 15/16"=15'-0" -2'-2 1/4" -13'-4" -14'-0" FIRST FLR T/PLAZA SLAB T/O PAVER PAVERS EXISTING BRICK VENEER PRECAST TERRAZZO TREAD STEEL CHANNEL STRINGER, SEE STRUCTURAL DWGS T/O LANDING FOOTING, SEE STRUCTURAL DWGS FIELD VERIFY E.O.S., TOP TREAD WIDTH MAY NEED TO BE ADJUSTED. C.I.P. TERRAZZO LANDING BASE PLATE ANCHORED TO FOOTING, SEE STRUCTURAL DWGS EXISTING FND WALL B / CLG. FRAMING CFS FRAMING EXTERIOR SHEATHING, W/ DIRECT APPLIED FINISH TAPERED STEEL STIFFENER, SEE STRUCTURAL DWGS EXISTING BRICK VENEER EXISTING CMU WALL STEEL CHANNEL, SEE STRUCTURAL DWGS CHROME FINISH HANDRAIL HSS TUBE STEEL COLUMN, SEE STRUCTURAL DWGS INFILL GAP BTWN STRINGER & BRICK VENEER W/ STEEL PLATE, MAINTAIN 1/2" CLEAR BTWN PLATE & BRICK T/O SLAB, SEE STRUCTURAL DWGS T/O FTG, SEE STRUCTURAL DWGS WALL MOUNTED, EXTERIOR SCONCE LIGHT 1'-0" 2'-10" 5 AA581 11 T @ 11"=10'-1" 5'-107/8" 3" 3" 2'-10" 11" 1'-0" 2 AA581 SIM POLISH EXPOSED EDGES OF TERRAZZO LANDINGS, TYP. HIGH PERFORMANCE COATINGS ON ALL METAL SURFACES, TYP. R R.6 -13'-0" ±0.00' +2'-0" 8'-81/16" 4'-315/16" 2'-0" -8'-11 7/16" -4'-315/16" 4'-09/16" 3'-6" 11" 1'-0" 3" 3" 5'-31/2" 7 T @ 11" = 6'-5" 5'-31/2" 3" 2'-27/8" 2'-10" 1'-0" 1" -13'-4" -14'-0" FIRST FLR T/PLAZA SLAB T/O PAVER PAVERS EXISTING BRICK VENEER T/O LANDING T/O LANDING INFILL GAP BTWN STRINGER & BRICK VENEER W/ STEEL PLATE, MAINTAIN 1/2" CLEAR BTWN PLATE & BRICK C.I.P. TERRAZZO LANDING C.I.P. TERRAZZO LANDING TAPERED STEEL STIFFENER, SEE STRUCTURAL DWGS PRECAST TERRAZZO TREAD STEEL CHANNEL STRINGER, SEE STRUCTURAL DWGS FOOTING, SEE STRUCTURAL DWGS BASE PLATE ANCHORED TO FOOTING, SEE STRUCTURAL DWGS EXISTING BRICK VENEER EXISTING CMU WALL STEEL CHANNEL, SEE STRUCTURAL DWGS CHROME FINISH HANDRAIL CHROME FINISH HANDRAIL & GUARDRAILING TYPICAL OVERLAP BTWN TREADS T/O SLAB, SEE STRUCTURAL DWGS T/O FTG, SEE STRUCTURAL DWGS WALL MOUNTED, EXTERIOR SCONCE LIGHT #DrgID #LayID 1 AA581 3 AA581 5 AA581 5 AA581 2'-8" TO BOT OF FIXTURE SIM HSS TUBE STEEL COLUMN, SEE STRUCTURAL DWGS POLISH EXPOSED EDGES OF TERRAZZO LANDINGS, TYP. POLISH EXPOSED EDGES OF TERRAZZO LANDINGS, TYP. HIGH PERFORMANCE COATINGS ON ALL METAL SURFACES, TYP. HIGH PERFORMANCE COATINGS ON ALL METAL SURFACES, TYP. 17 17.1 -13'-0" ±0.00' +2'-0" 13'-0" 2'-0" -8'-11 7/16" 26 R @ 6 15/16"= 15'-0" 4'-09/16" -2'-2 1/4" -13'-4" -14'-0" FIRST FLR T/PLAZA SLAB T/O PAVER PAVERS EXISTING BRICK VENEER CHROME FINISH RAILING SYSTEM PRECAST TERRAZZO TREAD CHANNEL STRINGER T/O LANDING RETURN HANDRAIL, FINISH TO MATCH GUARD RAIL EXISTING FND WALL EXISTING CMU WALL EXISTING BRICK VENEER C.I.P. TERRAZZO LANDING BASE PLATE ANCHORED TO FOOTING, SEE STRUCTURAL DWGS B / CLG. FRAMING CFS FRAMING EXTERIOR SHEATHING, W/ DIRECT APPLIED FINISH CONTINUE GUARD RAILING TO ADJACENT WALL TAPERED STEEL STIFFENER, SEE STRUCTURAL DWGS SIM STEEL CHANNEL STRINGER BEYOND, SEE STRUCTURAL DWGS FOOTING, SEE STRUCTURAL DWGS STEEL CHANNEL, SEE STRUCTURAL DWGS HSS TUBE STEEL COLUMN, SEE STRUCTURAL DWGS INFILL GAP BTWN STRINGER & BRICK VENEER W/ STEEL PLATE, MAINTAIN 1/2" CLEAR BTWN PLATE & BRICK T/O SLAB, SEE STRUCTURAL DWGS T/O FTG, SEE STRUCTURAL DWGS WALL RAILING WALL MOUNTED, EXTERIOR SCONCE LIGHT 11 T @ 11"=10'-1" 6 T@ 11" = 5'-6" 3" 5'-0" 3" 3" 5 AA581 2 AA581 POLISH EXPOSED EDGES OF TERRAZZO LANDINGS, TYP. HIGH PERFORMANCE COATINGS ON ALL METAL SURFACES, TYP. 4" C.I.P. TERRAZZO LANDING SLAB STEEL CHANNEL STRINGER, SEE STRUCTURAL DWGS STEEL CHANNEL, SEE STRUCTURAL DWGS OFFSET DRAIN HOLE MIN 4" FROM OUTSIDE FACE OF HSS TUBE COLUMN TAPERED STEEL STIFFENER, SEE STRUCTURAL DWGS EPOXY COAT INSIDE FACE OF STEEL CHANNEL& PLATE SLOPED (1/8"/1' MIN) SETTING BED W/ APPLIED WATERPROOFING/ ISOLATION MEMBRANE STEEL PLATE, SEE STRUCTURAL DWGS NOTE: IF DRAIN HOLE IS DRILLED IN FIELD, PREP & PAINT (FINISH & SEAL) BEFORE COMPLETING SLAB WORK R.6 16.1 R 17 16 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2'-91/2" EQ EQ EQ EQ 2'-91/2" 2'-31/2" EQ EQ 15'-1" 15'-1" 2 AA581 STAIR BELOW EDGE OF SLAB/ LANDING BELOW B-B B-B A-A A-A A-A A-A A-A A-A CENTER LIGHTS ON CENTER LINE OF STAIR RUN TO FACE OF VENEER 1 AA581 3 AA581 R.6 16.1 R 17 16 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 5'-13/4" 3'-101/4" 4'-11" 11'-10" -2'-2 1/4" 2 AA581 A-A A-A A-A A-A A-A A-A B-B B-B STAIR BELOW BULKHEAD @ CEILING HEIGHT TRANSITION CENTER BTWN BRACKETS & BETWEEN VENEER @ COLUMN & AND OUTSIDE EDGE OF CEILING NOTE: CENTERING & SPACING FOR CAN LIGHTS NOTED ABOVE ARE TYPICAL FOR ALL FIXTURES AT THIS LOCATION CENTER LIGHTS ON CENTER LINE OF STAIR RUN DIMS APPROX., CENTER FIXTURES DIM APPROX., CENTER 1 FIXTURE AA581 3 AA581 SCALE: 1/4" = 1'-0" 4 MONUMENTAL STAIR -PLAN AA581 0 2' 4' 8' SCALE: 3/8" = 1'-0" 3 MONUMENTAL STAIR N/S SECTION -2 AA581 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 MONUMENTAL STAIR E/W SECTION AA581 0 2' 4' 6' SCALE: 3/8" = 1'-0" 1 MONUMENTAL STAIR N/S SECTION -1 AA581 0 2' 4' 6' SCALE: 1 1/2"= 1'-0" 5 TERRAZZO LANDING AA581 0 6'' 12'' 18'' SCALE: 1/8" = 1'-0" 6 REFLECTED CEILING PLAN-FIRST FLOOR HIGH CEILING AA581 0 4' 8' 16' SCALE: 1/8" = 1'-0" 7 REFLECTED CEILING PLAN-PARKING LEVEL LOW CEILING AA581 0 4' 8' 16' +/- X'-X" JDR PLAN NOTES: 1. THE SLAB AT THE NEW FOUNDATIONS WILL NEED TO BE SAW CUT. EXTENTS OF THE REMOVED SLAB TO BE COORDINATED WITH THE CONSTRUCTION MANAGER. THE REQUIREMENTS OF THE NEW SLAB ARE TO MATCH THE REQUIREMENTS OF THE EXISTING SLAB. SEE SHEET SA101C. 2. FINISH TILE TO BE 7 5/8”X7 5/8” X1/2”, STONETEX TEXTURE, MANUFACTURED BY ENDICOTT TILE, LLC FAIRBURY, NB. COLOR TO BE LT. SANDSTONE IN LIEU OF ITS LOCATION SHOWN, THE TRANSITION TILE USED IN BID SET P.112 CAN BE USED AT THE ELEVATOR THRESHOLD INSTEAD. 3. THIN SET MORTAR, GROUT & SEALANT PRODUCT S ARE TO BE MANUFACTURED BY LATICRETE INTERNATIONAL, INC. BETHANY, CT, CARRY THE MANUFACTURER’S STANDARD 10 YEAR SYSTEM WARRANTY AND ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS. THE FOLLOWING PRODUCTS ARE TO BE INSTALLED UNDER IN THE MANUFACTURER’S SYSTEM WARRANTY: A.THIN SET MORTAR: 254 PLATINUM B.GROUT: PERMACOLOR, COLOR TO BE #17 "MARBLE BEIGE". C.SEALANT: LATASIL, COLOR AS SELECTED FROM MANUFACTURER’S STANDARD COLOR CHART 4. INSTALLATION: INSTALL TILE ON AN EXISTING EXTERIOR CONCRETE SLAB ON METAL DECK IN ACCORDANCE WITH MANUFACTURER’S WRITTEN SPECIFICATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE TCNA HANDBOOK RECOMMENDATIONS. ALL TILE TO BE LAID WITH 3/8” MORTAR JOINTS. JAW 09.03.10 09.29.10 REFLECTED CEILING/LIGHTING PLAN NOTES: A-A :6" OPEN REFLECTOR HORIZONTAL CAN LIGHT PRODUCT # S61H26/32/42PLT :MOUNT J-BOX IN CEILING FOR FUTURE CHANDELIER OR OTHER FIXTURE B-B :EXTERIOR, WALL MOUNTED SCONCE LIGHT, ABOVE OR BELOW, PRODUCT # HKY-W-157B- AB- WF-ST-WET, REF WALL SECTIONS FOR ADDITIONAL INFORMATION. :CEILING FINISH -EXTERIOR SHEATHING W/ DIRECT APPLIED FINISH :CEILING HEIGHT (BOT OF FRAMING) REVISION TO ASI 26 09.29.10 REVISION TO ASI 26 09.21.10 REVISION TO ASI 26 09.21.10 REVISION TO ASI 26 09.21.10 REVISION TO ASI 26 09.21.10