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HomeMy WebLinkAboutA410 Stair #1Project: 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 DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Stair #1 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. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 4 10 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review A B C D E 1 1 2 2 3 3 4 4 5 5 6 6 A B C D E NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSEA3 A505 C2 A321 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor +72'-6 1/8" 7 High Roof 6'-0"7'-4"6'-0" 6'-0 1/4"7'-4"6'-0" 5'-1"8'-3"6'-0" 6'-0"7'-4"6'-0" 5'-1"8'-3"6'-0"12'-6"10'-6"10'-8"10'-10"11'-0 1/2"4'-6 3/8"3'-1 5/8"4'-10"5'-0"5'-6"5'-2"5'-6"5'-2"5'-8"5'-0"6'-0 1/2"5'-0"17'-6"10'-8"10'-8"10'-8"11'-0 1/2"9'-10 1/2"+60'-6 1/2" +12'-6" ±0" +23'-0" +33'-8" +4'-6 3/8" +70'-5" T/Deck 8 TREADS @ 11" EA. 8 TREADS @ 11" EA. 9 TREADS @ 11" EA. 9 TREADS @ 11" EA. 10 TREADS @ 11" EA. Roof Landing 10 RISERS =10 RISERS =10 RISERS =11 RISERS =11 RISERS =10 TREADS @ 11" EA. Garage 2nd Floor Landing Garage 1st Floor Landing Garage 3rd Floor Landing Garage 4th Floor Landing Intermediate Landing 6'-10 3/4"4'-7"7'-10 1/4" 19'-4"8" 19'-4" GATE +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor +72'-6 1/8" 7 High Roof 4'-2 1/4"9'-2"6'-0" 5'-1"8'-3"6'-0" 5'-1"8'-3"6'-0" 6'-0 1/4"7'-4"6'-0"12'-6"10'-6"10'-6"11'-0"11'-0 1/2"4'-6 3/8"3'-5 1/4"4'-6 3/8"5'-0"5'-6"5'-2"5'-6"5'-2"5'-8"5'-0"6'-0 1/2"5'-0"17'-6"10'-8"10'-8"10'-8"11'-0 1/2"+60'-6 1/2" +12'-6" ±0" +23'-0" +33'-8" 3'-11 3/4"7'-4"8'-0 1/4" 5'-1 1/4"8'-3"6'-0" 4'-5 3/4"14'-10 1/2" 10 TREADS @ 11" EA. 9 TREADS @ 11" EA. 9 TREADS @ 11" EA. 9 TREADS @ 11" EA. 10 TREADS @ 11" EA. Roof Landing Garage 2nd Floor Landing Garage 1st Floor Landing Garage 3rd Floor Landing Garage 4th Floor Landing 9 RISERS =10 RISERS =10 RISERS =10 RISERS =11 RISERS =11 RISERS =8TREADS @ 11" EA. C6 A410 +17'-6" 2 2nd Floor +28'-2" 3 3rd Floor +38'-10" 4 4th Floor +49'-6" 5 5th Floor +72'-6 1/8" 7 High Roof 10'-0"2'-2"10'-0"2'-2" +12'-6" ±0" +23'-0" +33'-8" +62'-0 1/8" Garage 2nd Floor Garage 1st Floor Garage 3rd Floor Garage 4th Floor 6 Roof 1 1/2"SEE PLAN 5 1/2"1 1/2"FLOOR LANDING WORK LINE CL BEAM COMPOSITE SLAB INCLUDING THICKNESS OF TOPPING OUTSIDE OF STAIR SHAFT BEAM, PAINTED 11 GA. STEEL SHEET FLIGHT CLOSURE BETWEEN ENDS OF STRINGERS, PAINTED FLAT PLATE STRINGER, PAINTED RUBBER TREADS, RISERS, AND LANDING SYSTEM 2 1 / 2 " STRINGER STEEL PLATE 5/8" DIA. STEEL STEEL TUBE RAILS, PAINTED 1 1/2" O.D. x 13 GA BAR PICKETS, PAINTED BETWEEN ENDS OF FLIGHTS, PAINTED SHIPPED LOOSE FOR FIELD WELDING HEADER CHANNEL, PAINTED (FIELD TRIMMING MAY BE REQUIRED) TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS, PAINTED CROSSOVER RAILS (2 PIECES), PAINTED SHIPPED LOOSE FOR FIELD WELDING 11 GA STEEL SHEET FLIGHT CLOSURE 1 1/2" DIA. FLAT STEEL END CAPS, PAINTED 2"3'-6"2'-10"MAXIMUM3 15/16"3 3/4" MAXIMUM SEE NOTEB5/A410LANDING WORK LINE (NOSE OF TREAD) 3 1/2" PROJECTION 1 1/2" UNDERSIDE OF STAIR, PAINTED FLAT PLATE STRINGERS, PAINTED RUBBER TREADS, RISERS, AND LANDING SYSTEM 2 1 / 2 " STRINGER STEEL PLATE 5/8" DIA. STEEL STEEL TUBE RAILS 1 1/2" O.D. x 13 GA BAR PICKETS BETWEEN ENDS OF FLIGHTS SHIPPED LOOSE FOR FIELD WELDING HEADER CHANNEL (FIELD TRIMMING MAY BE REQUIRED) TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS CROSSOVER RAILS (2 PIECES) SHIPPED LOOSE FOR FIELD WELDING 11 GA STEEL SHEET FLIGHT CLOSURE 1 1/2" DIA. FLAT STEEL END CAPS 2"3'-6"2'-10"MAXIMUM3 15/16"3 3/4" MAXIMUM SEE NOTELANDING WORK LINE (NOSE OF TREAD) 3 1/2" PROJECTION 1 1/2"B5/A410FLAT PLATE STRINGERS RUBBER TREADS, RISERS, AND LANDING SYSTEM 1 1/2"3 1/2"1 1/2" 6 1/2" 1 1/2"1 1/2"2'-10"3'-6"12345678UP8TREADS(0'-11")12345UP5TREADS(0'-11") GATE 8'-8"8"3/4"4'-0"6 1/2"4'-0"3/4"8"19'-4" 8"8'-0 1/4"7'-4"3'-11 3/4"8" 10"3'-4 1/4"3'-10" 7'-10 1/4"4'-7"6'-10 3/4" 1'-4 1/8"3'-4 1/2"1'-0"10'-0"1'-2"4'-2"1'-3"103D 1ST111 11Stair STR1 (MIN.)(MIN.)CIP CONCRETECOLUMN, REF.S-SERIESFIRE HOSECABINET, BLW.6'-2 5/8"17'-8 7/8"2'-11" E5 A41012345 678UP8TREADS(11")N8'-8"7 5/8"3/4"4'-0"6 1/2"4'-0"3/4"7 5/8"6'-0"7'-4"6'-0" 1'-3 5/8"3'-4"1'-5 1/8"3'-4 1/4"1'-0 1/2"1'-5 3/8"9 5/8"6'-6 1/4"2'-11 7/8"5"7'-2 5/8"10 1/8"6'-5 3/4"5 1/4"2'-1 3/8"5 1/4"7 5/8"2'-0 1/4"2402012ST1 2ST1A11 11Stair STR1 E5 A410 1234567898TREADS(0'-11") 19'-4" 7 5/8"6'-0"7'-4"6'-0"7 7/8" 2'-10 5/8"17'-0 7/8"6'-10 5/8"1'-1 1/2"1234567899TREADS(11")12345678910UP9TREADS(11")12345678910UP9TREADS(11")N3ST13ST1 11 11 340301E5 A41012345 6789UP9TREADS(11")123456789UP9TREADS(11")N8'-8"7 5/8"3/4"4'-0"6 1/2"4'-0"3/4"7 5/8"19'-4" 7 5/8"6'-0"8'-3"5'-1"7 5/8" 6'-0"8'-3"5'-1" 1'-3 3/8"3'-4 1/2"3'-4"1'-0 1/2"4ST14ST1A 11 11 440401E5 A4107891010TREADS(11")12345678UP8TREADS(11")N8'-8" M8 M8 M85ST1 11 11 540501Stair STR1 E5 A410123456789UP8TREADS(11")N8'-8"7 5/8"4'-7 1/4"4'-0"3/4"7 5/8"7 5/8"14'-10 1/2"4'-5 3/8"7 5/8" 6'-0"7'-4"6'-0 1/4" #DrgID #LayID11 11 6ST1 E5 A410 3'-4 1/2"5'-3 1/8"19'-4 1/4" 20'-7 1/4" SCALE: 1/4" = 1'-0" E2 Stair #1 Section A410 0 2'4'8'SCALE: 1/4" = 1'-0" E4 Stair #1 Section A410 0 2'4'8'SCALE: 1/4" = 1'-0" E5 Stair #1 Section A410 0 2'4'8' SCALE: 3/4" = 1'-0" B5 Stair Details A410 0 1'2'3'SCALE: 3/4" = 1'-0" B6 Stair Details A410 0 1'2'3'SCALE: 3/4" = 1'-0" B4 Stair Details A410 0 1'2'3' SCALE: 3/4" = 1'-0" C6 Stair Details A410 0 1'2'3' SCALE: 1/4" = 1'-0" E1 1st Floor A410 0 2'4'8' SCALE: 1/4" = 1'-0" D1 2nd Floor A410 0 2'4'8' SCALE: 1/4" = 1'-0" C1 3rd Floor A410 0 2'4'8' SCALE: 1/4" = 1'-0" B1 4th Floor A410 0 2'4'8' SCALE: 1/4" = 1'-0" A1 5th Floor A410 0 2'4'8'SCALE: 1/4" = 1'-0" A2 Roof A410 0 2'4'8'