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HomeMy WebLinkAboutA112a - PARTIAL SECOND FLOOR PLANS - BUILDING AKEY PLANGENERAL PLAN NOTESFIRE RESISTANCE RATED SEPARATION LEGEND'A202'A204----A2nA222A1dA221A1dA223S1aA21'B4A22429A1'4B4A21829A1'4MATCHLINEREFER TO25 / A112aMATCHLINEREFER TO25 / A112aMATCHLINEREFER TO25 / A112bMATCHLINEREFER TO25 / A112b4" F.W.21'-0"1" A.S.14'-' 1/4"SHAFTSHAFTSHAFTSHAFTSHAFTSHAFTA2mA220MECH. 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"------A2fA214S2A226CORRIDORA241STAIR A3A24915A403A3A225--------16A162a26A162a28A161a28A161aA3A21929A163S2A21629A1522'A151a1'A162aA241fA241eA253A241cA241bA240aA240h29A15229A16338'-11 3/4"1" A.S.2''-0"1" A.S.2''-0"1" A.S.38'-11 3/4"----30A119----'A1191" A.S.2''-0"4" F.W.21'-0"1" A.S.14'-' 1/4"ELEC.----------FECFEC5'-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 PLATEEXPANSION JOINT COVER PLATE2" EXPANSION JOINT THROUGH BUILDING4"10A204A2bA205A1dA20'A1dA21329A161S1 alt.1A203MATCHLINEREFER TO28 / A112aMATCHLINEREFER TO28 / A112aSHAFTSHAFTSHAFTSHAFTSHAFTMECH. CLST.----S1A209----B1fA204A2gA212B1e alt1A210CORRIDORA240STAIR A2A25020A402----A1dA21129A15129A162a1'A1'1a28A162a15A1'1a28A161a28A161a29A151a----A1bA21529A161aA240dA240fA240gA252A240e29A11929A11'6A111c--B3A202A240c38'-6"1" A.S.36'-0"1" A.S.24'-0"1" A.S.18'-0"2" A.S.36'-0"1" A.S.2''-0"1" A.S.29A1'318'-10"20'-4"----ELEC.------------2'-6"FEC----FEC------------A1 alt 4A2011" 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.2''-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"14A161--------A5 alt1A206S3 alt1A20829A16529A153BUILDING BGARAGEBUILDING A1. 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 A151-1'5 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.'. 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 SEPARATION1 HOUR RATED PARTITION2 HOUR RATED PARTITIONNOTES: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 '08.3 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 600Memphis, TN 38103901.521.1440Drawing Name:Client:Drawn By:Checked By:Project Name:SealIssued / 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 2:18:36 PMC:\Revit Projects\18066-Corner Carmel-CENTRAL-19_chaley.rvtLRK Project Number: 01.18066.00A112aPARTIAL SECOND FLOORPLANS -BUILDING AThe CornerCarmel, INVWBSWMThe Corner Carmel, IN •01.18066.001685 E. 116th Street, Carmel, INSCALE: 1/8" = 1'-0"28PARTIAL SECOND FLOOR PLAN -BUILDING ASCALE: 1/8" = 1'-0"25PARTIAL SECOND FLOOR PLAN -BUILDING A25/A112a28/A112a06.16.21Permit SetA0'.15.21Addendum AB08.20.21IFC SetC09.01.21IFC Set