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HomeMy WebLinkAboutA9-05-STAIR-SECTIONS-AND-DETAILS-Rev.5LEVEL 2 16' - 0" LEVEL 1 0' - 0" LEVEL 3 32' - 0" UWXV1 A4-02 MONON LOBBY 102 11 EQUAL RISERS = 5' - 2"9 EQUAL RISERS = 4' - 2 7/8"14 EQUAL RISERS = 6' - 7 1/8"TYPICAL GUARDRAIL HEIGHT3' - 6" MIN.LANDING LANDING METAL STUD AND GYPSUM BOARD WALL BEYOND CONCRETE SLAB ON COMPACTED SUB-GRADE DECORATIVE COLUMN BEYOND -REFER TO DETAIL NOTE: REFER TO I.D. DRAWINGS FOR ALL APPLIED FINISHES AND DECORATIVE COMPONENTS. METAL GUARDRAIL NOTE: 4" SPHERE SHALL NOT PASS BETWEEN BALUSTERS - WALL MOUNTED METAL HANDRAIL AT 36" ABOVE STAIR NOSINGS (PROJECTED) AND STAIR LANDINGS. RAIL SHALL EXTEND SLOPED ONE TREAD LENGTH BEYOND BOTTOM TREAD AT LEVEL 1 AND EACH LANDING -REFER TO I.D. DRAWINGS FOR STYLE AND FINISH OF HANDRAIL GYPSUM BOARD ON SUSPENDED FRAMING /11 A8-05 METAL GUARDRAIL -NOTE 4" SPHERE SHALL NOT PASS BETWEEN BALUSTERS -REFER TO I.D. DRAWINGS FOR EXACT PATTERN, STYLE AND FINISH OF GUARDRAIL HVAC DECORATIVE COLUMN BEYOND -REFER TO DETAIL /11 A8-05 CONCRETE STRUCTURE 2" CEMENTITIOUS UNDERLAYMENT PAVERS TO MATCH EXISTING -SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE CONCRETE STRUCTURE 2" CEMENTITIOUS UNDERLAYMENT DECORATIVE COVE AND TRIM BEYOND -REF. I.D. DRAWINGS FOR ADDITIONAL INFORMATION PLUMBING ARCHED WINDOW STEEL STRUCTURE WITH FIREPROOFING A6-21 8 WOOD TREADS & RISERS, TYP. HAND RAIL, REF I.D. DRAWINGS FOR ADDITIONAL INFORMATION REF. DETAIL & I.D. DRAWINGS A7-13 1 A7-14 6 (SIM) A6-22 1 11 5 A9-05 A9-05 6 NOTE: * DIMENSION T.B.D. BY STAIR FABRICATOR. STAIR PAN FRAMING 2"X12" HSS STRINGER /12 A6-21 NEWELL POST, REFER TO I.D. FOR FINAL DESIGN PER CODE HAND RAIL MUST EXTEND WIDTH OF ONE TREAD PAST BOTTOM OF STAIRS. REFER TO I.D. FOR FINAL DESIGN. 17 RFI #094 REF. I.D. DRAWINGS FOR EXACT PATTERN, STYLE AND FINISH OF GUARDRAIL WOOD WITH WOOD TRIM ON STAIR STRINGER. - STEEL PAN STAIRS w/ CONCRETE TREADS WOOD FRAMED STEPS 17 RFI #094TOP OF HANDRAIL TO FINISH FLOOR, LINE OF STAIR NOSINGS OR SURFACE OF RAMP3'-0"STEEL HANDRAIL - PAINT HANDRAIL BRACKET -PAINT ANCHOR BRACKET TO WALL NOTE: HANDRAIL SHALL BE ANCHORED AS REQUIRED TO COMPLY WITH STRUCTURAL PERFORMANCE AS SPECIFIED IN PROJECT MANUAL. PARTITION LEVEL 1 0' - 0" 24 +/- 4 1/2"(4 EQ RISERS)2' - 0 1/2"CONC CURB, BEYOND CONC STEPS PRE-FIN ALUM PIPE HAND RAIL PAVEMENT, REF. CIVIL WALL FINISH, BEYOND -REF. DET. 8/A9-09, SIM.3' - 0"1" BOND BREAKER 1"3/4"3/4" TOOLED JOINTS @ NOSE, TYP. LEVEL 2 16' - 0" 21 3/4" HARDWOOD TREAD & RISER, TYP. 3/4" PLYWOOD SUB-TREAD & SUB-RISER, TYP. SEALANT JOINT @ EDGE OF SLAB CEMENTICIOUS UNDERLAYMENT FRT 1x SLEEPERS HSS STRINGER -BEAR ON STEL. BEAM PRE-CAST SLAB5 1/4"5 5/8"5 5/8"3/8"CHANNELS TO REINF. TOP PAN, AS REQ'D. FOR STIFFNESS IN APPLICATION OF FLOORING & SUBSTRATE STRUCT. STL. BEAM w/ 2-HR RATED FIRE PROOFINGSTEEL PAN STAIR w/ CONCRETE TREADS -REF. I.D. DRAWINGS FOR FINISHES 1' - 0" (V.I.F.) 11" (V.I.F.) 1' - 2" (V.I.F.) 1' - 2" PORCELAIN TILE WOOD TRIM ON STRINGER REFER TO DETAIL 12/A6-21 (SIM.) 1"5/4 RAD HARDWD NOSING U (V.I.F.)5 5/8"(V.I.F.)5 5/8"(V.I.F.)5 5/8"(V.I.F.)5 5/8"STEEL PAN STAIR WOOD FRAMED STEPS (V.I.F.) 1' - 2" TYP. (V.I.F.) 1' - 2" (V.I.F.) 1' - 2" (V.I.F.) 1' - 2" 5/4 RADIUS HARDWOOD NOSING, TYP. 3/4" HARDWOOD RISER & TREAD, TYP. 3/4" PLYWOOD SUB-RISER & SUB-TREAD, TYP. (V.I.F.) 7 1/8" (TYP.) (V.I.F.) 1' - 2"1 1/2"1"WOOD TRIM ON STRINGER -REF DET. 12/A6-21 FRT 2x WD. STRINGER, BYND. LEVEL 1 0'-0" FLOOR FINISH STEEL PAN STAIR WITH CONCRETE TREADS -REFER TO I.D. DRAWINGS FOR APPLIED FINISHES AND DECORATIVE COMPONENTS. DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc A9-05 09/12/18 STAIR SECTIONS AND DETAILS 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTION 3/4" = 1'-0"A9-05 1 STAIR SECTION @ MONON LOBBY 3 ADD #2 3" = 1'-0"A9-05 2 TYPICAL HAND RAIL MOUNT 3 3/4" = 1'-0"A9-05 3 EXTERIOR STAIR SECTION 8 1 1/2" = 1'-0"A9-05 5 GRAND STAIR- TOP STRINGER SECTION 1 1/2" = 1'-0"A9-05 6 GRAND STAIR- BOTTOM STRINGER SECTION 17 RFI #094 REVISIONS NO. DATE DESCRIPTION 3 12/03/2018 General Revisions 8 03/22/2019 General Revisions 11 05/29/2019 General Revisions 17 08/28/2019 General Revisions