Loading...
HomeMy WebLinkAboutA9-01-ENLARGED-STAIR-PLANS-Rev.7UP 24" x 36"24" x 42"24" x 36"D UP DN DN UP DN UPT UP DN T UP DN UP DN DN UP DN 20 20 16 16 E B STAIR #1 1ST1 1ST1A 1ST1B HOTEL KITCHEN 140 1 A9-03 2 A9-03 A.7 A.7 11 1/2"10' - 10 1/2"8"1' - 0"15' - 9 1/2"5' - 5 1/8"10' - 10 1/2"8"13' - 6"A8-04 10 A8-04 9 A8-04 11 FACE OF STL. STUD 11 1/2" 10" 4' - 4" 7 1/2" 4' - 4" 9" 9"6' - 0" S3BED.3 S6BB.2 S6BD.2 M8.2 S3C 1' - 1 1/2"6 1/2"4' - 4"2' - 8 1/2" FACE OF STL. STUD 1ST1C 8"1' - 0" S3C8 1/4"5' - 0 7/8"13 TREADS @ 11" = 11' - 11"4' - 4"6 1/2"4"S3D 11 1/2"1' - 4"8' - 9 1/2"9"8' - 11"VENEER BRICK ON 8" CMU (2HR RATED) (U905) W/ GROUT FILLED CELLS 3 WALL MOUNTED HAND RAIL -REF. DET. 2/A9-05. 3 4 A5-10 11 20 20 16 16 EE B STAIR #1 2ST1 2ST1B CORRIDOR 235 1 A9-03 2 A9-03 A.7 A.7 SERVICE 236 6"10' - 10 1/2"8" 1' - 0 1/8"6' - 4 1/2"4' - 6"2 3/4" S3BL.4 S3LED.3 S3BL.4 A8-05 9 A8-04 9 SIM. SIM.5' - 9 3/8"8"3' - 7 1/2"13' - 6"1' - 0"6' - 9 3/8"13 TREADS @ 11" = 11' - 11"4' - 4"6 1/2"6' - 5 3/8"15' - 9 1/2"1' - 0"4"1' - 0"4"1' - 0 1/8" 10" 4' - 4" 7 1/2" 4' - 4" 9" MECHANICAL 248 2ST1A S3C FACE OF STL. STUD FACE OF STL. STUD S3BL.3 4' - 4"6 1/2"13 TREADS @ 11" = 11' -11" (DOWN)13 TREADS @ 11" = 11' -11" (UP)6' - 9 3/8"4"9" 10"9' - 3 1/2"9" S3C S3BL.4 4 A5-10 11 A8-04 11 F F 20 20 16 16 E B STAIR #1 3ST1 CORRIDOR 303 MECH 304 3ST1A 304A 1 A9-03 2 A9-03 A.7 A.7 A8-06 8 A8-06 2 S2K.3 S3DD.4 S3CD.3 S3D 2 7/8"6' - 0 1/4"5' - 3"15' - 9 1/2"1' - 4"1' - 0"9"8"10' - 2 1/2"8"8"28' - 7 1/2"1' - 0"5' - 5"2' - 4 1/2"3' - 1"8"6' - 8 5/8"5' - 1 3/8"13 TREADS @ 11" = 11' - 11"4' - 4"6 1/2"9" 10" 4' - 4" 7 1/2" 4' - 4" 9" S3DED.3 SIM.A8-06 8 A8-06 9 FACE OF STL. STUD FACE OF STL. STUD S3C A8-07 1 3ST1B 4"4' - 4"6 1/2"13 TREADS @ 11" = 11' -11" (DOWN)8 TREADS @ 11" = 7' -4" (UP)5 5/8"9' - 8 3/8"10" 9' - 3 1/2"9" 10"9' - 3 1/2"9" S3DD.4 S3C SIM. S3CD.3 1' - 6 1/2" 20 RFI #139 F F 20 20 16 16 E B STAIR #1 6ST1 604A 6ST1A 1 A9-03 2 A9-03 A.7 A.7 A8-06 8 CORRIDOR 603 MECH 604 A8-06 2 2 7/8"6' - 0 1/4"5' - 3"15' - 9 1/2"1' - 4"1' - 0"S3CD.3 5' - 5"2' - 4 1/2"3' - 1"8"8"1' - 0"9' - 8 3/8"8 TREADS @ 11" = 7' - 4"4' - 4"6 1/2"S2K.3 S3DD.4 S3DD.4 8"10' - 2 1/2"8" FACE OF STL. STUD FACE OF STL. STUD SIM. A8-06 8SIM. SIM. S3C FACE OF STL. STUD 10" 4' - 4" 7 1/2" 4' - 4" 9" A8-07 1 S3DED.35 5/8"9' - 8 3/8"8 TREADS @ 11" = 7' - 4"4' - 4"6 1/2"4' - 11"10" S3CD.3S3D 1' - 6 1/2" 20 RFI #139 30 32 32 KK 31 RR SS STAIR #2 1ST2 CORRIDOR 122 1 A9-04 1ST2A 1ST2B A8-03 8 A8-03 9 VESTIBULE 157 S6BD.2 S6BD.2 S3AA S3AA S3AA S6BD.2 4' - 1"4' - 11"4' - 6"8" A8-04 13 9"22' - 3"6' - 6"10"1' - 1 1/2"3' - 7"7' - 5" 1' - 0" 4' - 4"5' - 1" 7"22' - 3"6' - 6"1' - 2 1/4"7 1/2" 3' - 0"1' - 3 1/2" 122A FACE OF STL. STUD FACE OF STL. STUD155A SIM. FACE OF STL. STUD 3' - 6"9' - 5"7"10 1/2"S6C S3C 1' - 5"10 1/2"4' - 5 3/4"13 TREADS @ 11" = 11' -11"5' - 2"1' - 0"9' - 5" 7" 8"2 1/4"2" A8-04 3 3 ADD #2 A6-11 6 A6-11 4 30 32 32 KK 31 RR SS VEST 215 STAIR #2 2ST2 1 A9-04 CORRIDOR 203 S6BD.2 A8-03 9SIM. A8-05 7 A8-05 8 3' - 7"7' - 5"22' - 3"6' - 6"1' - 1 1/2"1' - 1 1/2"6' - 6"22' - 3"9"10"13' - 6"8" 11"1' - 4"4' - 0" 7' - 3" 10" 3' - 6"9' - 5" 7" 2ST2A S3BL.3 S6BD.2 S6C S6C S3AA.2 S3AA S2A S2A FACE OF STL. STUDFACE OF STL. STUD 4' - 4"9"4' - 4" 6 1/2"10 1/2"4' - 5 3/4"13 TREADS @ 11" = 11 '- 11"5' - 2"2 1/4"1' - 0"9' - 5"7"8"10 1/2"4' - 5 3/4"13 TREADS @ 11" = 11' -11" (DOWN)5' - 2"13 TREADS @ 11" = 11' -11" (UP)2 1/4"3 ADD #2 6"6"1' - 8" WALL MOUNTED HAND RAILS -REF. DET. 2/A9-05. 3 GYP PILASTER w/ PTD WD TRIM - S3AA.3 S2K.3 S2K.3 S2K.3 S3C SIM TO DET 10/A8-08. 8 CASED OPENING 7" S2C 20 RFI #139 22 RFI #194 7 A5-33 30 32 32 KK 31 RR SS 1 A9-04 STAIR #2 3ST2 3ST2A MECH 309 VEST 305 309A CORRIDOR 301 A8-06 10 S3DD.3 S3CC S3DD.4 A8-07 7 6' - 6"22' - 3"9"4' - 6"9' - 0"8" FACE OF STL. STUD 1' - 0"3' - 0"6"9' - 0" S3CD.3 S3DD.4 S6C 3' - 6"10' - 0"1' - 0"1' - 1 1/2"6' - 6"20' - 11"1' - 4"9"4' - 4"9"4' - 4" 7" FACE OF STL. STUD 1' - 0"11' - 0"8" FACE OF STL. STUD A8-05 8 SIM.A8-07 8 1' - 0"9' - 5"7"10 1/2"4' - 5 3/4"13 TREADS @ 11" = 11' - 11"4' - 11 3/4"4 7/8"13 TREADS @ 11" = 11' -11" (DOWN)8 TREADS @ 11" = 7' -4" (UP)10 1/2"4' - 5 3/4"9' - 11 5/8"10 1/2"S2K.3S2K.3 S2K.3 S2C S3C S3CD.3 9' - 2 3/4"5' - 3 1/2"2' - 1 1/2"8 4" 9' - 6 1/4"3' - 0 1/2" 7" 20 RFI #139 3 A6-23 20 RFI #166 30 32 32 K 31 R S 1 A9-04 VEST 605 STAIR #2 6ST2 609A 6ST2A CORRIDOR 601 MECH 609 4' - 6"9' - 0"8" 1' - 0"3' - 0"6"9' - 0"FACE OF STL. STUD A8-06 10 A8-07 7 6' - 6"22' - 3"9"SIM. FACE OF STL. STUD 1' - 0"11' - 0"8"1' - 0"1' - 1 1/2"6' - 6"20' - 11"1' - 4"9"FACE OF STL. STUD S3DD.3 S3CD.3 S3CD.3 S3DD.4 S3DD.4 S2D S6C 3' - 6"10' - 0" 11"4' - 4"9"4' - 4" 7" A8-07 8 SIM. A8-05 8 SIM.10 1/2"4' - 5 3/4"9 TREADS @ 11" = 8' - 3"8' - 7 3/4"4 7/8"10 1/2"4' - 5 3/4"9 TREADS @ 11" = 8' - 3"9' - 0 5/8"10 1/2"1' - 0"9' - 5"7" S2K.3 S2K.3S2K.3 S3C S2C 8 9' - 2 3/4"2' - 1 1/2"5' - 3 1/2"S3CC 4" 7" 20 RFI #139 30 30 32 32 K N 31 R S 1 A9-04 4 A9-04 7ST2A STAIR #2 7ST2 1' - 6"1' - 0"11' - 0" FACE OF STL. STUD FACE OF STL. STUD1' - 3"1' - 3"5' - 4"15' - 8"9"1' - 3"13' - 6" FACE OF STL. STUD 1' - 3"6' - 7"15' - 8"9"FACE OF STL. STUD ROOF 10 1/2"4' - 5 3/4"11 TREADS @ 11" = 10' - 1"1' - 0" 1' - 0" 4' - 4"9"4' - 4" 7" S3C S6C S3C 1' - 0"2' - 9"2' - 0"10' - 0" EIFS CORNICE A8-08 5 PARAPET WALL SIM.A8-05 8 A8-08 7 1' - 0"9' - 5"7"8"2 3/4"10 1/2"4' - 5 3/4"9 TREADS @ 11" = 8' - 3"2' - 0 3/4"6 A5-26 S3D GUARD -RAIL SLAB EDGE7' - 7 1/2"1' - 3"6"4' - 0"10"DOWN SPOUT 7 A7-04 8 F F 20 20 16 16 E B 1 A9-03 2 A9-03 A.7 A.7 CORRIDOR 403 MECH 404 STAIR #1 4ST1 A8-06 2 5' - 5"2' - 4 1/2"3' - 1"8"2 7/8"6' - 0 1/4"5' - 3"15' - 9 1/2"1' - 4"1' - 0"S3D S3CD.3 S3DD.4S2K.3 S3DD.4 S3DED.3 10"8"10' - 2 1/2"8"8"6' - 8 5/8"21' - 10 7/8"1' - 0"8 TREADS @ 11" = 7' - 4"4' - 4"6 1/2"404A 4ST1A SIM.A8-06 8 A8-06 8SIM. S3C A8-07 1 A8-06 9 10"9' - 3 1/2"9" S3DED.3 10" 10" 4' - 4" 7 1/2" 4' - 4" 9"4' - 4"6 1/2"8 TREADS @ 11" = 7' -4" (DOWN)8 TREADS @ 11" = 7' -4" (UP)9' - 8 3/8"5 5/8"4' - 11"10" FACE OF STL. STUD 1' - 6 1/2" S3CD.3 20 RFI #139 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 A9-01 08/27/18 ENLARGED STAIR PLANS 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 1/4" = 1'-0"A9-01 1 ENLARGED STAIR #1 PLAN - LEVEL 1 1/4" = 1'-0"A9-01 2 ENLARGED STAIR #1 PLAN - LEVEL 2 1/4" = 1'-0"A9-01 3 ENLARGED STAIR #1 PLAN - LEVEL 3 1/4" = 1'-0"A9-01 5 ENLARGED STAIR #1 PLAN - LEVEL 6 1/4" = 1'-0"A9-01 6 ENLARGED STAIR #2 PLAN - LEVEL 1 1/4" = 1'-0"A9-01 7 ENLARGED STAIR #2 PLAN - LEVEL 2 1/4" = 1'-0"A9-01 8 ENLARGED STAIR #2 PLAN - LEVEL 3 1/4" = 1'-0"A9-01 9 ENLARGED STAIR #2 PLAN - LEVEL 6 1/4" = 1'-0"A9-01 10 ENLARGED STAIR #2 PLAN - LEVEL 7 1/4" = 1'-0"A9-01 4 ENLARGED STAIR #1 PLAN LEVELS 4 & 5 LEVELS 4 & 5 SIMILAR 3 ADD #2 NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 8 03/22/2019 General Revisions 11 05/29/2019 General Revisions 20 11/06/2019 General Revisions 22 12/23/2019 General Revisions