Loading...
HomeMy WebLinkAboutA2-03-ENLARGED-FLOOR-PLANS-Rev.10UP CCCDN CCCDN J J11 11 17 17 21 21 Y Y U U W 14 XX COATS & STORAGE 107 VESTIBULE 106 MONON LOBBY 102 RAMP 105 A8-01 2 A8-01 9 A8-01 11 A8-01 15 A8-02 1 S3AA S3BL.1 PRIVATE DINING 111 111A S3BL.1 S3A S3BL.1 THRESHOLD S3B.1 1' - 5"7' - 8"4' - 0 3/8" 10 5/8" 3' - 11 3/4"4' - 0"5' - 8 5/8"1' - 10"7' - 6 7/8"7 1/4"10"7' - 1"6' - 6 3/4"4 1/4"10' - 7"1' - 0"4' - 6"1' - 1"S3A S3AS3A 3' - 9"6' - 6"3' - 9" 3' - 9"13' - 1 3/8" 10 5/8"4' - 7"4' - 3 1/4"4' - 10 3/4"13' - 5 1/2"4' - 0 1/2"2' - 3 3/4"106A A8-01 10 A8-02 1SIM.1' - 0 1/2"13' - 6"3' - 8 1/8"3 7/8"9' - 2"4' - 7"14' - 0"14' - 0"14' - 0"2' - 9 1/8" 28' - 0"14' - 0" 9' - 2 5/8"1' - 10 3/8"16' - 11" 9"5' - 0" 9"7' - 8 1/2"3' - 0"S3LLMMS3LM S3AA R = 31' - 5 1/8"R = 2 2 ' - 7 3 /8 " 12 A6-21R = 2' - 9 5/8" 1' - 0" S3BL.1 S3LLMM S3BL.1 3 ADD #2 3 ADD #2 THRESHOLD 105A 107A 1/8" / 12"-3' - 7" -0' - 2 5/8" -1' - 10 5/8" -3' - 7 3/4" 1/4" / 12" 1" / 12" 1" / 12" 7/32" / 12" 3 3 A9-09 2 A9-09 1 A9-09 3' - 4"1' - 8"20' - 0"5' - 2 1/4"8 3/4" A8-01 3 /7 A9-09 /6 A9-09 /5 A9-09 /4 A9-09 3' - 0" NOTE: SECTION/ELEVATIONS IN RAMP 105 DESIGNATED WITH SYMBOL X/X-XX 3 1' - 0"1' - 0" 1' - 0"11 3/4"3" CONT. EXPN. JOINTS 4' - 1 1/8"7' - 0" FACE OF STUDS FACE OF STUDS 4' - 4" 1' - 0" GUARDRAIL ON 12 3/4" CONC CURB 8' - 5 3/4" 6 R = 37' - 5 1/2"6 4 A4-04 1' - 3"-0' - 1 7/8"SLOPE7 7 SLOPED FLOOR BREAK LINE -0' - 1 3/8" 1/2 " 7 7 7 0' - 0 1/2" T.O. FLR. FINISH T.O. FLR. FINISH T.O. SLAB T.O. EXIST SLAB INFILL CMU WALL EXPN. JOINTS 11 6 A9-05 20 11 11 17 17 21 21 Y Y U U W 14 14 XX 1 A4-02 COVERED PORCH 205 1 A5-14 A8-05 3 A8-05 4 A8-05 5 201B MEETING 201 E E E 1 A5-05 OPEN TO BELOW STONE TRIM 1' - 0 1/4" 10" 41' - 2" 1"10"1' - 6"10 1/2"7 5/8"14' - 0" (EDGE OF SLAB)13' - 2 1/4"9 3/4" GUARDRAIL GUARDRAIL 14' - 0"14' - 0"14' - 0" 8"13' - 4"12' - 10 5/8"1' - 1 3/8"1' - 6 3/8"11' - 2 3/4"1' - 2 7/8"1' - 4 7/8"1' - 10"2' - 0"1' - 8 3/4"1' - 11 1/4"6' - 1 1/4"1' - 1 1/2"1' - 9 3/4"4' - 8 1/4"3' - 8"1' - 0"9' - 2"4' - 0"13' - 6"1' - 5"8"2' - 1"9' - 0"2' - 3"1' - 7"9' - 0"2' - 3 5/8" 1' - 1 3/8" 1' - 6 3/8"1' - 1 3/8"9' - 0" 9 3/4" 1' - 6 1/2" 8"13' - 4"12' - 8 1/2"1' - 3 1/2"1' - 8 1/2"10' - 9"1' - 6 1/2" A8-05 11 A8-05 12 8 A6-21 5 A7-06 (EDGE OF SLAB)DECK DRAINS, TYP. EXPN. JOINT CONCRETE SURROUNDS (EDGE OF SLAB)9' - 2"17' - 6"10 5/8"16' - 7 3/8"A A A 9' - 4" (8 EQ TREADS)7' - 9" (LANDING)16' - 2 1/2" (14 EQ TREADS)10 1/2" 9 A5-28 GFRG PILASTER - - REF. DET. 14/A8-01 (SIM) REF. SHEET PA-DT 6.0 FOR ADD'L INFO GFRG PILASTER - - REF. DET. 14/A8-01 (SIM) REF. SHEET PA-DT 6.0 FOR ADD'L INFO 8 11 5 A9-05 -REF. DET. 7/A5-28 FOR ELEVATION 20 6 A5-33 SIM. 22 RFI #187 2222 21 21 23 23 26 26 28 28 30 30 32 32 Y Y U U 31 31 29 29 27 2725 25 X LOBBY 202 ZZ 1 A5-04 1 A5-02 1 A5-03 2 A5-03 1 A5-01 A8-05 5 CART STOR. 216 VESTIBULE 204 CART STOR 209 LOBBY BAR 207 A8-05 5 211A 211B 214A 212A S3AA S3AA S3BL.1 S3BL.1 S3B S3A S3AA S3BL.1 S3B VEST 213 REVENUE 214 BOARDROOM 211 CORRIDOR 203 LIBRARY 210 204B 204A 5' - 7 1/4"3' - 4"6 1/8"1' - 7 1/8"S3AA S3AA S3AA.1 S6AA S6A S3AA S3AA S3A S3AA S3A S3AS3A S3A S3AA 1' - 6 1/2" 5' - 4 1/4"8' - 7 3/4"8' - 7 3/4"5' - 6 3/4"11 5/8" 1' - 2 7/8" 1' - 4 7/8" 8' - 9 3/8"0"3' - 9 3/4"12' - 7 1/8" 1' - 4 7/8"1' - 2 7/8" 1' - 1 7/8"9' - 0"1' - 0 7/8"1' - 6 3/8" 1' - 1 3/8" 2' - 3 5/8"9' - 0"1' - 7"2' - 3"9' - 0"7' - 3"3' - 1 1/2"2' - 0" 1' - 7 1/2" 2' - 0"10' - 0"2' - 0" 1' - 7 1/2" 10 1/2" 1' - 1 1/2" 3' - 1 1/2"6' - 9"8"2' - 1"8" 28' - 0"1' - 0"1' - 4"1' - 6"9 1/2"1' - 0"1' - 0"1' - 2"1' - 0"7' - 9 1/2"4' - 0 3/4"7' - 4 1/2"4' - 0 3/4"2' - 4 1/2"2' - 10 1/2"2' - 7 3/4"12' - 0"2' - 0"3' - 3 1/2"7' - 5"3' - 3 1/2"8' - 5"4' - 4"9"8" S3A S3A 3 A5-12 2 A5-16 A8-05 6 LOG STOR. ALIGN SIM/ OPP. A8-05 12 A8-05 13 A8-05 13 A8-05 13SIM.SIM. 1' - 10" 3 A4-05 211C GM 212 UU AA A 3' - 4"6 1/8"16' - 8"10"9' - 2"1' - 0 3/4"1' - 3 1/4"1' - 6"1' - 0"6"10 5/8"A8-05 13 SIM.10 1/2"6"1' - 10 1/2"1' - 0"1' - 0"2' - 0"4' - 2"8"1' - 4"1' - 0"15' - 0"11' - 8"1' - 6"1' - 2 1/2"A8-07 10 8 1/4"25' - 11 3/4"5 1/2"1' - 10 1/2"8"11' - 4 1/4"2' - 7 3/4"4 1/4"13' - 7 3/4" 1' - 0 1/2" 12' - 11 1/2"2' - 6"10' - 3" 9" 8" 4 5/8"2' - 1 3/8" 2' - 0" 11 3/8" 1' - 6 5/8" 4 1/4" 8"7' - 11 1/8"4' - 2 5/8"10" 1' - 0 1/2" 11 1/2"10' - 0" 3' - 0" S3B 6"2' - 7 3/4" 4 1/4" 2' - 7 7/8"7' - 6" 3' - 5 7/8" 1' - 0 1/2"1' - 10 1/2"4"2' - 6 1/2"6"5' - 3"2' - 9" COVERED PORCH 205 GRAND STAIR 1' - 0"S3N.2 S3N.2 EQ EQ 4 A4-05 (EDGE OF SLAB)3' - 8"1' - 4 1/4" S3A 3 ADD #2 2' - 3 1/2"1' - 8"1' - 8"6"6"2' - 10 1/2"6"S3BB.1 S3B S3AEWC 3 ADD #2 A8-06 16 3ADD #2 GFRC COLUMNS, TYP. DRAIN, TYP. 3 ADD #2 3' - 7 7/8"3' - 7 7/8"2' - 5" 2' - 7 1/8" 2' - 3 7/8"17' - 6 3/8"2' - 3 7/8"2' - 7 1/8"CENTERPOINT OF POST 2 A6-22 SIM. 3 135°1 3 5 ° ADD #2 3 ADD #4 9 A5-28 GFRG PILASTER - - REF. DET. 14/A8-01 (SIM) REF. SHEET PA-DT 6.0 FOR ADD'L INFO 8 GYP PILASTER w/ PTD WD TRIM -SIM TO DET 10/A8-08. 8 8 11 GRANITE PANEL SURROUND AT EXTERIOR ENTRY DOORS DD 5 A9-05 1' - 4"20 RFI #179 20 RFI # 130 2016' - 10"9' - 10"4' - 11"5' - 10"3' - 3" 20 RFI #142 6 A5-33 22 RFI #187 22 RFI #201 RFI #201 22 RFI #20422 RFI #204 BASIC MATERIAL: C CONCRETE M MASONRY (CMU) S STUD BASIC SIZE: 0 7/8" FURRING CHANNEL 1 1 5/8" STUD 2 2 1/2" STUD 3 3 5/8" STUD 4 4" CONCRETE, MASONRY OR STUD 6 6" CONCRETE, MASONRY OR STUD 8 8" CONCRETE, MASONRY OR STUD APPLIED LAYERS: A 1 LAYER 5/8" GYPSUM BOARD B 2 LAYERS 5/8" GYPSUM BOARD C 1 LAYERS 1/2" GYPSUM BOARD D 2 LAYERS 1/2" GYPSUM BOARD E AIR CAVITY F 1 LAYER 5/8" CEMENTITIOUS BACKER BOARD G 1 LAYER 1/2" CEMENTITIOUS BACKER BOARD H 1 LAYER 5/8" MOISTURE RESISTANT GYPSUM BOARD J 1 LAYER 1/2" MOISTURE RESISTANT GYPSUM BOARD K SHAFTWALL CONSTRUCTION L 3 LAYERS 5/8" GYPSUM BOARD MODIFYING CONDITIONS: 1. STC RATED ASSEMBLY. 2. FIRE RATED ASSEMBLY. 3. FIRE RATED ASSEMBLY AND STC RATED ASSEMBLY. 4. SPECIAL FIRE RATED ASSEMBLY AND STC RATED ASSEMBLY. PARTITION TYPE SYMBOL BASIC MATERIAL BASIC SIZE APPLIED LAYERS CODE MODIFYING CONDITIONS CODE M8C.1 PARTITION TYPE LEGEND M8CC.1 1 LETTER = LAYER ON ONE SIDE 2 LETTERS = LAYER ON EACH SIDE 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 A2-03 08/27/18 ENLARGED FLOOR 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"A2-03 1 ENLARGED GRAND STAIR PLAN LEVEL 1 1/4" = 1'-0"A2-03 2 ENLARGED GRAND STAIR PLAN LEVEL 2 1/4" = 1'-0"A2-03 3 ENLARGED FLOOR PLAN - VESTIBULE, LOBBY, LOBBY BAR 3 ADD #2 22 REVISIONS NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 6 01/15/2019 General Revisions 7 02/13/2019 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