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HomeMy WebLinkAbout057_A417 Step Sections.pdfProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateVETERANS WAYEXTENSION800 Veteran's WayCarmel, IN, 46032E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN VETERANS WAY PEDCOR DESIGN GROUP LLC A417 Step Sections 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 PUBLISHED 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. © COPY RIGHT 2016 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS By: RevID Issue Name Issue Date CH ID Change Name 01 100% Construction Documents 04.29.2016 5/4/16 4 A416 5 A416 6 A416 1'-0"30'-8"1'-0" 1'-6"0'-9 5/8"0'-8 5/8"1'-0 1/8" 1'-0 3/4" 1 A416 5 A417 CAST STONE COPING AND WALL CLADDING AS DETAILED IN THE L-SERIES DRAWINGS. SLOPE COPING IN BOTH DIRECTIONS TO DRAIN INTO PLANTING BED AND FOLLOW THE CONTOUR OF THE ADJACENT CLAY PAVING. EQUIPMENT ROOM TREE WELL, REFERENCE THE L-SERIES DRAWINGS. GUARDRAILING SLOPED CAST-IN-PLACE CONCRETE STAIR CHEEK WALL, ARCHITECTURALLY SMOOTH. GRANITE COPING CONCRETE (SLOPED) WALL OVER STRUCTURAL SLAB. SEE DETAILS FOR DIMENSIONS AND REINFORCING CIP CONCRETE STRUCTURAL WALL, REFERENCE S-SERIES SHEETS. CIP CONCRETE STRUCTURAL SLAB, REFERENCE S-SERIES SHEETS. RAILINGS AND POST CIP CONCRETE STRUCTURAL SLAB, REFERENCE S-SERIES SHEETS. CLAY PAVERS, REFERENCE THE L- SERIES DRAWINGS. SLOPE THE CONCRETE SLAB TO THE PROPER GRADES IN THE C-SERIES DRAWINGS TAKING INTO ACCOUNT THE PAVER DEPTH . VOLTEX RX WATERSTOP WATERPROOF MEMBRANE OVER THE EQUIPMENT ROOM. COORDINATE THE MEMBRANE PLACEMENT WITH THE PENDING FIELD DECISION BY THE ARCHITECT AND C.M. AND OWNER TO INSTALL A MONOLITHIC STRUCTURAL SLAB WITH INTEGRATED SLOPE OR SEPARATE SINGLE FLAT STRUCTURAL SLAB AND SLOPED MUD SLAB ABOVE. SIM.4 A416 8 A417 6 A416 1'-6 1/4" 1'-9" 13'-9 1/2" 1 A416 5 A417 RAILINGS AND POST LIGHT POLE AND FIXTURE CAST STONE COPING AND WALL CLADDING AS DETAILED IN THE L-SERIES DRAWINGS. SLOPE COPING IN BOTH DIRECTIONS TO DRAIN INTO PLANTING BED AND FOLLOW THE CONTOUR OF THE ADJACENT CLAY PAVING. EQUIPMENT ROOM TREE WELL, REFERENCE THE L-SERIES DRAWINGS. GUARDRAILING CAST STONE COPING REFERENCE THE L, AND E SERIES SHEETS FOR THE PLANTING AREA DETAILS AND LIGHTING AND POWER. CIP CONCRETE STRUCTURAL WALL, REFERENCE S-SERIES SHEETS. CIP CONCRETE STRUCTURAL SLAB, REFERENCE S-SERIES SHEETS. CLAY PAVERS, REFERENCE THE L- SERIES DRAWINGS. SLOPE THE CONCRETE SLAB TO THE PROPER GRADES IN THE C- SERIES DRAWINGS TAKING INTO ACCOUNT THE PAVER DEPTH . WATERPROOF MEMBRANE OVER THE EQUIPMENT ROOM. COORDINATE THE MEMBRANE PLACEMENT WITH THE PENDING FIELD DECISION BY THE ARCHITECT AND C.M. AND OWNER TO INSTALL A MONOLITHIC STRUCTURAL SLAB WITH INTEGRATED SLOPE OR SEPARATE SINGLE FLAT STRUCTURAL SLAB AND SLOPED MUD SLAB ABOVE. VOLTEX RX WATERSTOP SIM. SLOPED CAST-IN-PLACE CONCRETE STAIR CHEEK WALL, ARCHITECTURALLY SMOOTH. 1" CROSS SLOPE. GRANITE COPING 9 9/16"8" 15'-8 3/8" 1 A417 7 A406 MUD SLAB: 5 TREADS @ 12" =5'-0"1'-0"9'-9 13/16"2 3/8"3 1/4"3 3/16"MUD SLAB: 5 RISERS @ 6" = 2'-6"2 11/16"TREAD SLOPE 1/8"PRECAST RISERS: 6 RISERS @ 6" = 2'-11 7/8"9'-6 9/16"PRECAST TREADS: 6 TREADS @ 1'-0 5/16"" = 6'-1 3/4"1 3/8"6 3/16"4 3/16" 2 A417 7/8" TO 1" THICK ASPHALT/SAND SETTING BED. CLAY PAVERS, REFERENCE THE L-SERIES DRAWINGS. SLOPE THE CONCRETE SLAB TO THE PROPER GRADES IN THE C-SERIES DRAWINGS TAKING INTO ACCOUNT THE PAVER DEPTH . WATERPROOF MEMBRANE OVER THE EQUIPMENT ROOM. COORDINATE THE MEMBRANE PLACEMENT WITH THE PENDING FIELD DECISION BY THE ARCHITECT AND C.M. AND OWNER TO INSTALL A MONOLITHIC STRUCTURAL SLAB WITH INTEGRATED SLOPE OR SEPARATE SINGLE FLAT STRUCTURAL SLAB AND SLOPED MUD SLAB ABOVE. CIP CHEEK WALL, ARCHITECTUALLY SMOOTH AT ALL EXPOSED FACES #4 REBAR CONTINUOUS AT NOSING, 1-1/2" CLR PRE-CAST RISERS AND TREADS SET IN MORTAR BED. COLOR SELECTED BY ARCHITECT.PAVER/BEDDEPTHSTAIR MUD SLAB CIP CONCRETE STRUCTURAL SLAB, REFERENCE S-SERIES SHEETS. WATERPROOF MEMBRANE BENT #5 REBAR @ 24" OC, EPOXIED TO STRUCTURAL SLAB BELOW #4 BENT REBAR @ 24" OC AND TIED TO EACH, 1-1/2" CLR WWF BENT #4 REBAR @ 24" OC, EPOXIED TO STRUCTURAL SLAB BELOW VOLTEX RX WATERSTOP CIP CHEEK WALL EDGE ALIGHS WITH TOP OF TREADS. 5'-10 5/16" MUD SLAB: 4 TREADS @ 12" = 3'-11 15/16"1'-0 9/16"3'-0 3/8"3 3/16"1'-11 9/16"3 1/8"sloped tread 1/8" PRECAST TREADS: 4 TREADS @ 12" = 4'-0 1/8"1'-1 5/8"2 13/16"1'-6"5 9/16"3 1/4"1'-0"3'-2 3/4"PRECAST RISERS: 5 RISERS @ 6" = 2'-6"2 3/4" #4 REBAR CONTINUOUS AT NOSING, 1-1/2" CLR BENT #5 REBAR @ 24" OC, EPOXIED TO STRUCTURAL SLAB ABOVE #4 BENT REBAR @ 24" OC AND TIED TO EACH, 1-1/2" CLR WWF BENT #4 REBAR @ 24" OC, EPOXIED TO STRUCTURAL SLAB BELOW SET OF 3 HANDRAILS LIKE DETAILS D3/A418 & D2/A418. 3 A417 C1 A414 834'-7 1/4" 836'-10" 840'-0 3/8" 843'-2 3/4" 846'-5 1/8" 849'-8"2'-5 7/8"0'-2 1/2"3'-0"0'-2 3/8"3'-0"0'-2 3/8"3'-0"0'-2 3/8"3'-0"1 A417 PRECAST CONCRETE STEPS LIGHT POLE AND FIXTURE GRANITE CAP BEYOND GRANITE VENEER CLAY PAVERS C.I.P. CONCRETE STAIR WALL BEYOND BACKFILL PRECAST CONCRETE STEPS C.I.P. CONCRETE STAIR WALL BEYOND EQUIPMENT ROOM UNDERNEATH VETERAN'S WAY EXTENSIONT/PAVER GRADESLOWEST POINT OF STRUCTURAL SLAB LOWEST POINT OF STRUCTURAL SLAB LOWEST POINT OF STRUCTURAL SLAB LOWEST POINT OF STRUCTURAL SLAB LOWEST POINT OF STRUCTURAL SLAB 7 A406 4 A417 2 A417 1'-1/2"1/2"1"1'-6"2' CIP CHEEK WALL WITH #4 CONT. BAR AT EACH NOSING. ARCHITECTURALLY SMOOTH AT ALL EXPOSED FACES. #4 BAR AT 24" oc EASED EDGES BATTERED SIDE 1'-2 5/16" 1'-4 1/4" 8" 1'-0 1/2" CIP CHEEK WALL. ARCHITECTURALLY SMOOTH AT ALL EXPOSED FACES. EASED EDGES EASED EDGES 834.60'2 1/4"VARIES2 1/4"1"2"8 3/4"2" 1 1/2" VARIES 1'-1" GRANITE CAP C.I.P. CONCRETE WALL GRANITE VENEER BOTH SIDES 834.60' 2"8 3/4"2" 1 1/2"2 1/4"1/2"8"1/8"8" R=1 1/8" GRANITE CAP C.I.P. CONCRETE WALL GRANITE VENEER BOTH SIDES DRIP 100% Design Development 04/13/15 95% Construction Documents 10/26/15 SCALE: 3/8" = 1'-0" 1 Stair Cross Section at Landings A417 0 2'4'6' SCALE: 3/8" = 1'-0" 2 Stair Cross Section at Planters and Stair A417 0 2'4'6' SCALE: 1" = 1'-0" 4 Bottom Stair Section A417 0 6''1'2' SCALE: 1" = 1'-0" 6 Stair Long Section A417 0 6''1'2' SCALE: 3/8" = 1'-0" 7 Stair Long Section A417 0 2'4'6' SCALE: 1 1/2"= 1'-0" 8 Stair Cheek Wall Cross Section A417 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 10 Stair Cheek Wall Cross Section A417 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 11 Stair Cheek Wall Cross Section A417 0 6''12''18''