Loading...
HomeMy WebLinkAboutA313 Ramp Sections & ElevationsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWINDSOR BUILDINGCarmel, IN 46032800 West Monon Green BlvdPEDCOR DESIGN GROUP LLC A313 Ramp Sections & Elevations 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 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS #### LGA #### SCALE: NTS PLAN NORTH KEY PLAN Bldg I Revision ID Issue Date Issue Name 01 7/15/21 BP-1 1 1 2 2 3 3 4 4 5 5 A B C D A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Windsor - Building I/Building I Windsor0" T/ FOUND. WALL (FIRST FLOOR) 1'-0" CAST STONE WATERTABLE, REF. A505 PROFILE BASE 7C THRU-WALL STAINLESS STL. FLASHING, WEEPS @ 24" O.C. SEALANT & BACKER ROD CAST STONE COPING, REF. A505 PROFILE COPING 2. PROVIDE CUTOUT AS REQUIRED IN COPING 2 END FOR RAILING POST. CONCRETE RAMP WALL RAMP CURB 1/2" EXP. JOINT MAT. S.S. DOWEL SET IN EPOXY TERMINATION BAR 6" REINFORCED CURVED CONC. RAMP DRIP, EA. SIDE 3"X3" METAL POST W/ BALL CAP & BASE PLATE ANCHORED TO CONCRETE FOUNDATION. NOTE: REF. DET. E3 &E4/ A506 FOR RAILING ELEVATION AND DETAIL. PAINTED MTL. RAIL FOUNDATION, REF. S- SERIES DWGS. DAMPROOFING, EXTEND UP AND OVER TOP OF FOUND. GROUT SOLID BELOW FLASHING DAMPROOF CAST STONE BELOW GRADE -1'-9" T/ BRICK LEDGE STEP 1 1/4" 1'-6 1/4" 1" 3"1"1'-2 1/4"1'-9"B.L.3/8"3/8"1'-8 5/8"2'-7" T/ FOUND. WALL 0" FIRST FLOOR 3'-0"CENTER OF LIGHT LENS A.F.F. MIN.-1'-11" T/ BRICK LEDGE STEP 1'-0" 3" 1" 1'-2"1'-2"B.L.2'-7"3/8"3/8"1'-1 5/8"3/8"2'-6 5/8"1 1/4" 1'-6" 1 1/4"CAST STONE WATERTABLE, REF. A505 PROFILE BASE 7A FOUNDATION, REF. S- SERIES DWGS. DAMPROOFING, EXTEND UP AND OVER TOP OF FOUND. THRU-WALL STAINLESS STL. FLASHING, WEEPS @ 24" O.C. GROUT SOLID BELOW FLASHING CAST STONE COPING, REF. A505 PROFILE COPING 2 CONCRETE RAMP WALL FLOODLIGHT, REF. SHT. A313 FOR LOCATIONS RAMP CURB 1/2" EXP. JOINT MAT. DRIP, EA. SIDE S.S. DOWEL SET IN EPOXY 6" REINFORCED CURVED CONC. RAMP SEALANT & BACKER ROD 832'-4" 831'-8" 829.41'829' 828' 827' 826' 825' 824' 823' 822'-6" 826'-10" T/ FTG. 825'-2" T/ FTG. 823'-2" T/ FTG. 821'-2" T/ FTG. 819'-6" T/ FTG.2'-0"2'12'-11 7/8"3' MIN.3' MIN.3' MIN.3' MIN.9'-9 5/8"25'-9"25'-9"25'-9"12' 14'-11 7/8" STRAIGHT WALL 62'-9 3/4" RADIUS WALL 21'-3" STRAIGHT WALL -12' PARKING 0" FIRST FLOOR 8" 4' UPPER 1ST FLOOR AT NE CORNER 826'-6" T/ CMU WALL 820' T/ FTG. 834'-6" T/ FTG. -12' PARKING 0" FIRST FLOOR 28'-3 5/8" START OF RAMP TO FACE OF BRICK 831'-8" FOOTING, REF. S-SERIES DWGS. FLATTENED ELEVATION INSIDE FACE OF RAMP (LOOKING NORTH & WEST) GRADE BEYOND PARGED CONCRETE SURFACE GLASS BLOCK WALL 6" REINFORCED CURVED CONCRETE RAMP CONCRETE WALL, REF. S-SERIES DWGS. RAMP CURB BEYOND CAST STONE COPING 2 PAINTED MTL. RAILING CAST STONE CAP 8" CMU WALL LIGHT LENS CENTER MIN. LIGHT LENS CENTER MIN. LIGHT LENS CENTER MIN. LIGHT LENS CENTER MIN. FLOODLIGHT FLOODLIGHT FLOODLIGHT FLOODLIGHT PARGED CONCRETE SURFACE TRENCH DRAIN TRENCH DRAIN CONCRETE FOUNDATION WALL 4" SEMI-RIGID INSULATION 822'-6" A4 A313 B4 A313 829'-4 27/32" 827'-11 59/64" 826'-11 59/64" 825'-11 59/64" 824'-11 59/64" 828'-11 59/64" 831'-7 61/64" 832'-3 7/8" 823'-11 59/64" 822'-5 59/64" 21'-3" STRAIGHT WALL 22'-0" RADIUS WALL 14'-11 7/8" STRAIGHT WALL -0 5/64" FIRST FLOOR -0 5/64" FIRST FLOOR 826'-5 59/64" T/ CMU WALL -12'-0 5/64" PARKING 822'-11 59/64" -12'-0 5/64" PARKING 834'-6" T/ FTG. 3'-11 59/64" UPPER 1ST FLOOR AT NE CORNER 21'-3"10'-5 7/8"9'-3 3/4"17'-2 3/8"3'-0" MIN.3'-0" MIN.3'-0" MIN.28'-3 5/8" START OF RAMP TO FACE OF BRICK FLATTENED ELEVATION INSIDE FACE OF RAMP (LOOKING SOUTH & EAST) GRADE BEYOND 8" CMU WALL 6" REINFORCED CURVED CONCRETE RAMP CONCRETE WALL, REF. S-SERIES DWGS. CAST STONE CAP PAINTED MTL. RAILING CAST STONE CAP LIGHT LENS CENTER MIN. FLOODLIGHT LIGHT LENS CENTER MIN. FLOODLIGHT LIGHT LENS CENTER MIN. FLOODLIGHT PARGED CONCRETE SURFACE RAMP CURB BEYOND PARGED CONCRETE SURFACE TRENCH DRAIN TRENCH DRAIN A3 A313 NOTES: 1. PROVIDE MINERAL WOOL INSULATION (ROCKWOOL) INSIDE CFS BOX HEADERS AND CRIPPLE STUD CAVITIES SO ENTIRE WALL IS INSULATED. 2. PAINT ALL EXPOSED STEEL LINTELS WITH COLOR SPECIFIED BY ARCHITECT. 3. PROVIDE STAINLESS STEEL LINTELS WHERE SUPPORTING LIMESTONE. 4. FOR EIFS CORNICE PROFILES, SEE SHEETS #LayID(ref) AND #LayID(ref). 5. ALL STEEL AND ALUMINUM ON BALCONIES IS PAINTED W/ TNEMEC SYSTEM. 6. INSULATE THE CAVITIES IN STOREFRONT SYSTEMS BETWEEN FRAMES. SPRAY FOAM SHIM SPACES FOR AIR TIGHT SEALS. 7. REFER TO EIFS DETAILS FOR TYPICAL EIFS REQUIREMENTS AND OTHER REQUIREMENTS IMPLIED WHEN ADJOINING OTHER SYSTEMS. 8. WOOD BLOCKING AND PLYWOOD ARE FIRE RETARDANT TREATED FOR PARKING AND FIRST FLOORS, INCLUDING THE WOOD AT ROOF, COPING AND PARAPET DETAILS AT THOSE FLOORS. AREAS ABOVE THE TYPE I CONSTRUCTION AND PART OF THE TYPE V CONSTRUCTION ARE NOT REQUIRED TO BE FIRE RETARDANT. 0" T/ FOUND. WALL (FIRST FLOOR) 2'-7"8"B.L.2'-7"3"1"1'-2" 1'-6" FOUNDATION, REF. S- SERIES DWGS. DAMPROOFING, EXTEND UP AND OVER TOP OF FOUND. SEALANT & BACKER ROD CAST STONE COPING, REF. A505 CAST STONE PROFILE COPING 2 NOTE: REF. SHT. E3 & E4/A506 FOR RAILING ELEVATION AND DETAILS. PAINTED MTL. RAIL CONCRETE RAMP WALL RAMP CURB 1/2" EXP. JOINT S.S. DOWEL SET IN EPOXY 6" REINFORCED CURVED CONC. RAMP DRIP, EA. SIDE FIN. GRADE REFER TO C-SERIES DWGS. T/ CAST STONE CAST STONE COPING, REF. A505 CAST STONE PROFILE COPING 2 END DAMPROOF CAST STONE BELOW GRADE 0 6''1'2'SCALE: 1" = 1'-0"A4 Section Detail 0 6''1'2'SCALE: 1" = 1'-0"B4 Section Detail 0 2'4'8'SCALE: 1/4" = 1'-0"C1 North Ramp Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"B1 South Ramp Elevation 0 6''1'2'SCALE: 1" = 1'-0"A3 Section Detail