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Home My WebLink AboutA122 - 100_BID AND PERMIT (08-27-20)1 1/2" WALL -MOUNTED HANDRAIL WITH SUPPORT BRACKET [05 51 13-A9] ANCHOR PER MANUFACTURER REQUIREMENTS GROUT CORES SOLID AT ANCHORS WALL TYPE PER PLAN 1 1/2" MIN WALL -MOUNTED HANDRAIL WITH SUPPORT BRACKET [05 51 13-A9] ANCHOR PER MANUFACTURER REQUIREMENTS BLOCKING BETWEEN STUDS FOR ATTACHMENT WALL TYPE PER PLAN 3' - 0"3' - 6"4" MAXMAX 4" OC1 1/2" O.D. STEEL PIPE RAILS - PAINTED 5/8" DIA. STEEL BAR PICKETS - PAINTED STEEL CHANNEL STRINGER 4' - 0" MAX 1-1/2" DIA. STEEL HAND RAIL - PAINTED 5"2 1/2" 4" MAX. METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7]2".STEEL LANDING STRUCTURE [05 51 13-A2] STEEL CHANNEL STRINGER [05 51 13-A5] CLOSURE PLATE AT STRINGER END 3" +/- 1/2" STEEL CHANNEL STRINGER [05 51 13-A5]METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL FILLER PLATE REFER TO PLAN FOR WALL TYPE SEALANT JOINT 4" MAX 2 1/2" 3" STEEL TUBE RAILING [05 51 13 -A7] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] CLIP ANGLE [05 51 13-A6] STEEL CHANNEL STRINGER [05 51 13-A5] CLOSURE PLATE AT STRINGER END 3" +/- 1/2" METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL FILLER PLATE REFER TO PLAN FOR WALL TYPE SEALANT JOINT STEEL LANDING STRUCTURE [05 51 13-A2]2"STEEL TUBE RAILING [05 51 13-A7] 1X POPLAR WOOD TRIM 1x3 AT TOP AND 1x8 AT SIDE 1 1/2" O.D. STEEL PIPE RAILS - PAINTED 1/2" DIA. STEEL BAR PICKETS - PAINTED 1-1/2" DIA. STEEL HAND RAIL - PAINTED 2"4"3' - 6"REFER TO PLAN FOR WALL TYPE ROPPE NOSING #4. COLOR TBD. 1/2" STEEL PLATE [05 12 00-A10] 3-5/8" METAL STUD [05 41 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] +/- 1" 6" 5"2 1/2" 4" MAX. STRUCTURAL STEEL BEAM [05 12 00-A1] 1/2" STEEL PLATE [05 12 00-A10] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5] EDGE OF SLAB CLOSURE PLATE AT STRINGER EOS 4 1/2" 6"2 1/2" 4" MAX.1/2" STEEL PLATE [05 12 00 -A10] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5]6"S03 STRUCTURAL STEEL BEAM [05 12 00-A1] 1/2" STEEL PLATE [05 12 00-A10]2 1/2"4" MAX EOS 4 1/2" 6" METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5] STEEL CHANNEL STRINGER [05 51 13-A5]METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] REFER TO PLAN FOR WALL TYPE SEALANT JOINT STEEL TUBE RAILING [05 51 13-A7] 1/2"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A122 STAIR DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: TYPICAL DETAIL 3" = 1'-0"04STAIR -HANDRAIL AT CMU WALL KIT OF PARTS SCALE: TYPICAL DETAIL 3" = 1'-0"03STAIR -HANDRAIL AT GWB WALL SCALE: TYPICAL DETAIL 1" = 1'-0" 01 STAIR -TYPCIAL PIPE RAILING ELEVATION SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"05STAIR -STRINGER DOWN AT LANDING SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"07STAIR -STRINGER AT WALL DETAIL SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"08STAIR -STRINGER AT SLAB SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"13STAIR -LANDING AT WALL DETAIL SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"12 STAIR -RAILING AT FLOOR EDGE SCALE: TYPICAL DETAIL 3" = 1'-0" 02 STAIR -WALL AT FLOOR SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"10 STAIR -STRINGER AT FLOOR DOWN SCALE: 1 1/2" = 1'-0" 11 STAIR -STRINGER AT FLOOR DOWN CMU SCALE: 1 1/2" = 1'-0"09STAIR -STRINGER AT FLOOR UP SCALE: 1 1/2" = 1'-0"06STAIR -STRINGER AT WALL BELOW DETAIL # DESCRIPTION DATE 07/14/21