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HomeMy WebLinkAboutA410 North and South StairProject: 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 DateHolland / Playfair BuildingsCarmel, IN 46032880 West Monon Green Blvd.PEDCOR DESIGN GROUP LLC A410 North and South Stair 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 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 9.28.2018 JAWJAW, RJP 9/28/2018 Revision ID Issue Date Issue Name 01 9/28/18 Construction Set 1234 A B C D E A B C D E 1234BIM Server: BIM21 - BIMcloud Basic for ARCHICAD 21/Holland Playfair/PlayLand±0" 1 1st Floor ±0" 1 1st Floor +16' 2 2nd Floor +16' 2 2nd Floor +26'-8" 3 3rd Floor +26'-8" 3 3rd Floor +37'-4" 4 4th Floor +37'-4" 4 4th Floor +48' 5 5th Floor +48' 5 5th Floor +59'-8" 6 Roof +59'-8" 6 Roof ±0" 1 1st Floor ±0" 1 1st Floor +16' 2 2nd Floor +16' 2 2nd Floor +26'-8" 3 3rd Floor +26'-8" 3 3rd Floor +37'-4" 4 4th Floor +37'-4" 4 4th Floor +48' 5 5th Floor +48' 5 5th Floor +59'-8" 6 Roof +59'-8" 6 Roof 9'-7 7/8"4'-7"4'-4 3/4" 4'-1 1/2"9'-2"5'-4 1/8" 5'-1"8'-3"5'-4" 5'-1"8'-3"5'-4" 5'-1"8'-3"5'-4" 1' 1' 1' 1'3'-3 3/4"12'-8 1/4"5'-5/8"5'-7 3/8"5'-5/8"5'-7 3/8"5'-5/8"5'-7 3/8"1' 1'2'-10"2'-10"2'-10"1' 1'2'-10"1' 1'2'-10"5 TREADS @ 11" 10 TREADS @ 11" 9 TREADS @ 11" 9 TREADS @ 11" 9 TREADS @ 11" South Stair-8" North Stair SOUTH STAIR 6 TREADS @ 11" A4 A410 C4 A410 ±0" 1 1st Floor ±0" 1 1st Floor +16' 2 2nd Floor +16' 2 2nd Floor +26'-8" 3 3rd Floor +26'-8" 3 3rd Floor +37'-4" 4 4th Floor +37'-4" 4 4th Floor +48' 5 5th Floor +48' 5 5th Floor +59'-8" 6 Roof +59'-8" 6 Roof 4'-1 1/2"10 TREADS @11" 10'-1" 4'-4 3/4" 6'-1/8"8 TREADS @11" 7'-4" 5'-3 7/8" 6'-1/8"8 TREADS @11" 7'-4" 5'-3 7/8" 6'-1/8"8 TREADS @11" 7'-4" 5'-3 7/8"3'-3 3/4"6'-6 3/4"6'-1 1/2"5'-3/4"5'-7 1/4"5'-3/4"5'-7 1/8"5'-7/8"5'-7 1/8"8'-8 7/8"UPUP11TREADS(11") 8"18'-8"8" A3 A410 A2 A410 A1 A410 GUARDRAIL UP5TREADS(11") 4'-5 1/8"10'-1"4'-1 7/8" 4'-5 1/8"4'-7"9'-7 7/8"8"8'-8"8"4'8"4'Stair STR2UP8TREADS(11")UP9TREADS(11") A3 A410 A2 A410 A1 A410 5'-1"8'-3"5'-4" 7 5/8"18'-8"7 5/8" 5'-3 7/8"7'-4"6'-1/8"7 5/8"8'-8"7 5/8"4'8"4'Stair STR2 2 1 / 2 " 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 NOTEBELOWLANDING 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, PAINTED 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 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"MAXI MUM3 1 5 / 1 6 " 3 3/4" MAXIMUM SEE NOTEBELOWLANDING WORK LINE (NOSE OF TREAD) 3 1/2" PROJECTION 1 1/2" FLAT PLATE STRINGERS, PAINTED RUBBER TREADS, RISERS, AND LANDING SYSTEM 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 0 2'4'8'SCALE: 1/4" = 1'-0"A1 Stair Section 0 2'4'8'SCALE: 1/4" = 1'-0"A2 Stair Section 0 2'4'8'SCALE: 1/4" = 1'-0"A3 Stair Section 0 2'4'8'SCALE: 1/4" = 1'-0"E1 1st Floor - South and North Stair 0 2'4'8'SCALE: 1/4" = 1'-0"E2 2nd (3rd, 4th and 5th) Floors - South and North Stair 0 1'2'3'SCALE: 3/4" = 1'-0"A4 STAIR DETAIL 0 1'2'3'SCALE: 3/4" = 1'-0"C4 STAIR DETAIL 0 1'2'3'SCALE: 3/4" = 1'-0"E4 STAIR DETAIL