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HomeMy WebLinkAboutA401 Stair Drawings.PDFProject: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title:VILLAGE ON THE GREEN-PARCEL 7CCARMEL, IN, 46032COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue DateParking Garage West, 7-C-3Underground Detention Basin, Parcel 7-C-11PEDCOR DESIGN GROUP PARCEL 7-C-3, PARCEL 7-C-11 A401 Stair Drawings THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. 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. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET EJD LGA 3/30/09 04/09/09 Redevelopment Commission 317.571-2787 (ARTS) 30 West Main Street, Suite 220 Carmel, Indiana 46032 Carmel Owner: F 20 A401 16 A401 5'-10"10'-6"10'-6"10'-6"10 RISERS @ 7"=5'-10"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"8 TREADS @ 11"=7'-4" 5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16" 5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16" 5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16" 4'-1"9 TREADS @ 11"=8'-3" LANDING EL. = 31'-9" LANDING EL. = 21'-3" LANDING EL. = 10'-9" FOURTH FLOOR EL. = 37'-0" THIRD FLOOR EL. = 26'-6" SECOND FLOOR EL. = 16'-0" FIRST FLOOR EL. = -0'-4" LANDING EL. = 5'-6" MECH. INTAKE LOUVER, SEE MECH. DWGS. MECH. FAN AND LOUVER, SEE MECH. DWGS. F.1 G 18 A401 Q4'-6"9"4'-6"9'-9"18'-2"10" 5'-10"8 TREADS @ 11"=7'-4"5'-0" 5'-10"8 TREADS @ 11"=7'-4"5'-0" 1'-0" 1'-0"1'-11" 1'-11" 1 401 UP DN DN STAIR-1 F 1 G 17 A401 9 TREADS @11"=8'-3"5'-3 7/16" 1'-0"1'-11"4'-6"9"4'-6"9'-9"1'-11" 7 401 STAIR-2 DN UP GF 1 5'-0"8 TREADS @ 11"=7'-4" 10"17'-7 7/16"4'-6"9"4'-6"1'-0"9'-9"1'-11" 7 401 STAIR-2 DN DN F 1 G 19 A401 10"17'-7 7/16"6"4'-6"9"4'-6"5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16" 1'-0" 5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16"9'-9"1'-11" 1'-11" 17'-7 7/16" 7 401 STAIR-2 DN UPDN 15 Q4'-6"9"4'-6"9'-9"18'-2"10" 5'-10"8 TREADS @ 11"=7'-4"5'-0" 5'-10"8 TREADS @ 11"=7'-4"5'-0" 1'-0" 1'-0" 1'-11" 1'-11" 1 401 UP DN DN STAIR-1 15 Q 5'-10"8 TREADS @ 11"=7'-4"5'-0" 18'-2"10"4'-6"9"4'-6"9'-9"1'-0" 1'-0" 1'-11" 1'-0" 1 401 DN DN STAIR-1 GF 1 G.2 10"17'-7 7/16"6"4'-6"9"4'-6"5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16" 1'-0" 5'-0"8 TREADS @ 11"=7'-4"5'-3 7/16"9'-9"1'-11" 1'-11" 17'-7 7/16" 7 401 STAIR-2 DN UPDN 1'-4"9"7" 2 3/4" 1'-0"7"4'-0"3 15/16" MAX.7 15/ 1 6" M A X.3'-6" @ FRONT EDGE OF TREAD3'-0"11" 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL AT WALL BEYOND 6" MAX. DIAMETER OPENING 2" TOPPING SLAB 1 1/2" O.D. STEEL TUBE HANDRAIL 1 1/2" O.D. STEEL TUBE GUARDRAIL 1 1/2" O.D. STEEL TUBE POST 3'-6" @ FRONT EDGE OF TREAD3 1 5 / 1 6 " MAX . 7 1 5 / 1 6 " MAX . 1'-0"11"3'-0"4'-0"1 1/2" O.D. STEEL TUBE HANDRAIL 1 1/2" O.D. STEEL TUBE GUARDRAIL 6" MAX. DIAMETER OPENING PRECAST CONCRETE STAIRS 1 1/2" O.D. STEEL TUBE POST 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL AT WALL BEYOND 7 1 5 / 1 6 " MAX . 3 1 5 / 1 6 " MAX . 1 1/2" O.D. STEEL GUARDRAIL 1 1/2" O.D. x 13 GA STEEL TUBE HANDRAIL BEYOND 6" MAX. DIAMETER OPENING 6"x6"x3/8" GALV. EMBED PLATE PRECAST CONCRETE STAIRS 1 1/2" O.D. STEEL TUBE POST Q 20 A401 16 A401 18 A401 10 RISERS @ 6 5/8"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"9 RISERS @ 7"=5'-3"5'-3"5'-3"16'-0"10'-6"10'-6"10'-6"5'-10"8 TREADS @ 11"= 7'-4"5'-0" 5'-10"8 TREADS @ 11"= 7'-4"5'-0" 5'-10"8 TREADS @ 11"= 7'-4"5'-0" 5'-10"9 TREADS @ 11"= 8'-3"4-1" +46'-9" T.O. PRECAST EL. = 47'-6" LANDING EL. = 31'-9" LANDING EL. = 21'-3" LANDING EL. = 10'-9" FOURTH FLOOR EL. = 37'-0" THIRD FLOOR EL. = 26'-6" SECOND FLOOR EL. = 16'-0" FIRST FLOOR EL. = 0'-0" LANDING EL. = 5'-6" OPP. HAND 15 Q 5'-10"9 TREADS @ 11"=8'-3"4'-11"4'-6"9"4'-6"9'-9"1'-0"1'-11" 1'-11" 19'-0" 1 401 STAIR-1 UP DN GF 1 15'-6 7/16"9"1'-4" 17'-7 7/16"10'-1"7 401 2 A504 INSUL. CRICKET UPPER CORNICE CORNICE BELOW RADIUS CORNICE ABOVE NOTCH PRECAST FOR SCUPPER BELOW PLANK SLOPE NOTCH CORNICE FOR SCUPPER BELOW 15 Q 1 401 SLOPE TO GUTTER D.S. +37' +47'-6" 3" CONC. TOPPING SLAB OVER PRECAST DOUBLE T'S STEEL BOLLARD PRECAST CONC. STAIR MTL. GUARDRAIL PRECAST DOUBLE T STEM BEYOND MTL. HANDRAIL MTL. GUARDRAIL C.I.P. CONC. CURB PRECAST CONC. WALL BEYOND 12.5 M 4'-6" 16'-6"4'-0"4'-0"15 A401 UP OPENING ABOVE M 4'-10"3'-7"4'-0"4'-0"12'-6"7'-7" 15 A401 DN OPENING IN FLOOR 8" WIDE CURB, 4" ABOVE NORTHERN SIDE FLOOR HANDRAIL GUARDRAIL SCALE: 1/4" = 1'-0"7STAIR 2- Section SCALE: 1/4" = 1'-0"3STAIR 1-Second Floor Plan SCALE: 1/4" = 1'-0"8STAIR 2-First Floor Plan SCALE: 1/4" = 1'-0"11STAIR 2- Fourth Floor Plan SCALE: 1/4" = 1'-0"9STAIR 2-Second Floor Plan SCALE: 1/4" = 1'-0"4STAIR 1-Third Floor Plan SCALE: 1/4" = 1'-0"5STAIR 1- Fourth Floor Plan SCALE: 1/4" = 1'-0"10STAIR 2-Third Floor Plan SCALE: 3/4" = 1'-0"19STAIR RAIL DETAIL SCALE: 3/4" = 1'-0"17STAIR RAIL DETAIL SCALE: 3/4" = 1'-0"20STAIR RAIL DETAIL SCALE: 3/4" = 1'-0"18STAIR RAIL DETAIL SCALE: 3/4" = 1'-0"16STAIR RAIL DETAIL SCALE: 1/4" = 1'-0"1STAIR 1- Section SCALE: 1/4" = 1'-0"2STAIR 1-First Floor Plan SCALE: 1/4" = 1'-0"12STAIR 2- Roof Plan SCALE: 1/4" = 1'-0"6STAIR 1- Roof Plan SCALE: 1/4" = 1'-0"15STAIR 3- Section SCALE: 1/4" = 1'-0"13STAIR 3- Fourth Floor Plan SCALE: 1/4" = 1'-0"14STAIR 3- Fifth Floor Plan