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056_A416 Step Sections.pdf
Project: 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 A416 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 3 A416 L SHTS -13'-9" -11'-1" 2 A417 1 A417 GRANITE CAP BEYOND GRANITE VENEER CLAY PAVERS RAILINGS AND POST PRECAST STONE CURB PRE-CAST CAP WITH BULL NOSE, WALL CLADDING UNDERNEATH GROUND COVER TREE PLANTING MEDIA C.I.P. CONCRETE STAIR WALL BEYOND CLAY PAVERS PRE-CAST CONCRETE PLANTER BEYOND BACKFILL BACKFILL UNDERNEATH VETERAN'S WAY EXTENSION TYP.TYP.TYP. L SHTS 8"3 1/4"3 5/8"9'-8 11/16"5'-11 11/16"3 9/16"1"5"15'-8 3/8" 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. 3"x3"x1/4" STAINLESS STEEL ANGLE SUPPORT ATTACHED TO CONCRETE SLAB WITH 1/2" SS EXPANSION ANCHORS @ 16" OC. 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, C.M. AND OWNER TO INSTALL A MONOLITHIC STRUCTURAL SLAB WITH INTEGRATED SLOPE OR SEPARATE SINGLE FLAT STRUCTURAL SLAB AND SLOPED MUD SLAB ABOVE. CAST STONE CURB WITH CHISELED FACE. REFERENCE THE L-SERIES DRAWINGS. CAST STONE CURB WITH CHISELED FACE. REFERENCE THE L-SERIES DRAWINGS. SET IN ASPHALT/SAND SETTING BED WITH S.S. PINS 16" OC. TREE WELL, REFERENCE THE L-SERIES DRAWINGS. CONCRETE CURB WITH #4 REBAR CONTINUOUS. PLANTING MEDIA. REFERENCE THE L-SERIES DRAWINGS. LIGHT FIXTURES. REFERENCE THE E-SERIES DRAWINGS.PAVER/BEDDEPTH1'-9"6"5"2 3/8"3 5/8"2" 1"1 3/4"T/WALL VARIES GRANITE COPING W/ S.S. ANCHORS DRIP AT BOTH SIDES BRICK VENEER C.I.P. SLOPED WALL, REINFORCED. TIE WALL INTO STRUCTURAL SLAB BELOW WITH BENT REBAR 2'-0" INTO THE SLAB @ 24" oc. STRUCTURAL C.I.P. SLAB AND WALL, REFERENCE S-SERIES DRAWINGS. FINISHED CONCRETE SURFACE PAVERS 1'-6 3/8"4 5/8"1"GRANITE BASE W/ S.S. ANCHORS FULLY GROUTED BRICK VENEER STRUCTURAL C.I.P. WALL, REFERENCE S-SERIES DRAWINGS. THROUGH WALL COPPER FLASHING HEAD WEEPS @ 36" oc REINFORCING, REFERENCE S-SERIES DRAWINGS1 3/4"5 3/8"1'-1"5 3/8"1" GRANITE COPING W/ S.S. ANCHORS DRIP AT BOTH SIDES C.I.P. SLOPED WALL, REINFORCED. TIE WALL INTO STRUCTURAL SLAB BELOW WITH BENT REBAR 2'-0" INTO THE SLAB @ 24" oc. STRUCTURAL C.I.P. SLAB AND WALL, REFERENCE S-SERIES DRAWINGS. FINISHED CONCRETE SURFACE PAVERS 100% Design Development 04/13/15 95% Construction Documents 10/26/15 SCALE: 3/8" = 1'-0" 1 Planter and Landing Long Section A416 0 2'4'6' SCALE: 1/8" = 1'-0" 2 Perspective A416 0 4'8'16' SCALE: 1" = 1'-0" 3 Planter & Landing Section A416 0 6''1'2' SCALE: 1 1/2"= 1'-0" 4 South Sloped Wall A416 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 5 South Granite Base Detail A416 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 6 North Sloped Wall A416 0 6''12''18''