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HomeMy WebLinkAboutA112a - PARTIAL SECOND FLOOR PLANS - BUILDING A - CopyKEY PLANGENERAL PLAN NOTES FIRE RESISTANCE RATED SEPARATION LEGEND 7A2027A204A2n A222 A1d A221 A1d A223 S1a A217 B4 A224 29 A174 B4 A218 29 A174 MATCHLINE REFER TO 25 / A112a MATCHLINE REFER TO 25 / A112a MATCHLINEREFER TO 25 / A112bMATCHLINEREFER TO 25 / A112b4" F.W.21'-0"1" A.S. 14'-7 1/4" SHAFT SHAFTSHAFT SHAFT SHAFTSHAFT A2m A220MECH. CLST.1" A.S.18'-0" 4" F.W. 10'-3"1" A.S. 24'-0" 1" A.S. 24'-0" 3/4" A .S. 10'-0" 1/2" A .S. 10'-3 " 4" F.W. 6'-6 3/4" A2f A214 S2 A226 CORRIDOR A241STAIR A3 A249 15 A403 A3 A225 16 A162a 26 A162a 28 A161a 28 A161a A3 A219 29 A163 S2 A216 29 A152 27 A151a 17 A162a A241f A241e A253 A241c A241b A240a A240h 29 A152 29 A163 38 '-11 3 /4"1" A.S. 27'-0" 1" A.S. 27'-0" 1" A.S. 38 '-11 3/4" 30 A119 7 A119 1" A.S.27'-0" 4" F.W. 21'-0" 1" A.S. 14'-7 1/4" ELEC.FECFEC 5'-3"HORIZONTAL EXIT: PROVIDE STANDPIPE ON EACH SIDE OF EXIT PER IBC SECTION 905, 4(#2) REQUIREMENT. (TYPICAL EACH FLOOR ABOVE PODIUM.) EXPANSION JOINT COVER PLATE EXPANSION JOINT COVER PLATE 2" EXPANSION JOINT THROUGH BUILDING 4" 10 A204 A2b A205 A1d A207 A1d A213 29 A161 S1 alt.1 A203 MATCHLINE REFER TO 28 / A112a MATCHLINE REFER TO 28 / A112a SHAFT SHAFTSHAFT SHAFT SHAFT MECH.CLST.S1 A209 B1f A204 A2g A212 B1e alt1 A210 CORRIDORA240STAIR A2 A250 20 A402 A1d A211 29 A151 29 A162a 17 A171a 28 A162a 15 A171a 28 A161a 28 A161a 29 A151a A1b A215 29 A161a A240d A240fA240g A252 A240e29 A119 29 A117 6 A111c B3 A202 A240c 38'-6"1" A.S. 36'-0" 1" A.S. 24'-0" 1" A.S. 18'-0" 2" A.S. 36'-0" 1" A.S. 27'-0" 1" A.S. 29 A173 18'-10"20'-4"ELEC.2'-6"FECFEC A1 alt 4 A201 1" A.S. 24'-0" 1" A.S. 24'-0" 1" A.S. 24'-0" 1" A.S. 18'-0" 1" A.S. 24'-0" 1" A.S. 27'-0" 1" A.S. 8'-3" 16'-4" 24'-2"29'-6" 5'-8 1/2" 31'-4 1/2" 20'-4"6'-1 1/2"14 A161 A5 alt1 A206 S3 alt1 A208 29 A165 29 A153 BUILDING B GARAGE BUILDING A 1. ALL DIMENSIONS ON OVERALL OR BUILDING FLOOR PLANS ARE FROM FACE-OF STUD TO FACE-OF-STUD UNLESS NOTED OTHERWISE. 2. ORIENTATION OF THE BUILDING FLOOR PLAN ILLUSTRATED MAY BE DIFFERENT THAN THE ORIENTATION ON THE ARCHITECTURAL REFERENCE SITE PLAN. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. REFERENCE SHEETS A151-175 FOR ADDITIONAL INFORMATION ON RESIDENTIAL UNITS, WINDOW DESIGNATIONS, AND LOCATION. 4. EXTERIOR AND CORRIDOR STUDS NOT DIMENSIONED ARE 2x6 WOOD STUDS AND INTERIOR STUDS NOT DIMENSIONED ARE 2x4 WOOD STUDS TYPICAL UNLESS NOTED OTHERWISE. REFERENCE STRUCTURAL DRAWINGS FOR WALL FRAMING AND SPACING. 5. USE FIRE RATED 5/8" GYPSUM BOARD AT RATED WALLS. REFER TO RATED ASSEMBLIES FOR USE OF EITHER TYPE 'X' OR TYPE 'C' 6. ALL MECHANICAL, ELECTRICAL, PLUMBING, SECURITY, UTILITY, CABLE TV, AND TELEPHONE EQUIPMENT SHALL BE INSTALLED SO AS NOT TO BE IN CONFLICT WITH ANY WINDOW, WINDOW SHUTTER, OR SHUTTER PANEL. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL EXTERIOR WALLS. ALL EXTERIOR CONCRETE PATIOS SHALL BE SLOPED DOWN AWAY FROM THE BUILDING AT 1/8" PER FOOT. 30 MIN RATED PARTITION FOR OCCUPANCY SEPARATION 1 HOUR RATED PARTITION 2 HOUR RATED PARTITION NOTES: 1. PROVIDE REQUIRED SEPARATION PROTECTION INCLUDING REQUIRED RATING OF OPENINGS, PROPER PENETRATION PROTECTION, ETC. AT ALL FIRE RESISTANT PARTITIONS. 2. CORRIDOR LOAD BEARING WALLS ARE REQUIRED TO BE PROVIDED WITH 1 HOUR FIRE- RESISTANCE PROTECTION FOR ASSEMBLY AS REQUIRED BY IBC TABLE 601, BUT DOES NOT REQUIRE INCREASE IN OPENING PROTECTION OVER 20 MIN. PER IBC 708.3 EXCEPTION 1 AND TABLE 1020.1, UNLESS OTHERWISE REQUIRED DUE TO NEEDED SEPARATION PROTECTION. 3. IN ADDITION TO WALLS HAVING REQUIRED FIRE-RESISTANCE RATED SEPARATION PROTECTION, ALL EXTERIOR AND INTERIOR LOAD BEARING WALLS AND PRIMARY STRUCTURAL FRAME ELEMENTS ARE REQUIRED TO BE 1-HOUR FIRE RESISTANCE PROTECTED AS REQUIRED BY IBC TABLE 601 AND TABLE 602. SHOWN WITH SOLID HATCH FOR CLARITY.50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site.9/3/2021 2:38:30 PM C:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvt LRK Project Number: 01.18066.00 A112a PARTIAL SECOND FLOOR PLANS -BUILDING A The Corner Carmel, IN VWB SWMThe Corner Carmel, IN •01.18066.001685 E. 116th Street, Carmel, IN SCALE: 1/8" = 1'-0" 28 PARTIAL SECOND FLOOR PLAN -BUILDING A SCALE: 1/8" = 1'-0" 25 PARTIAL SECOND FLOOR PLAN -BUILDING A 25/A112a28/A112a06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set C 09.01.21 IFC Set 11/15/21