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ELEVATION VIEW <br />B <br />- <br />C <br />- <br />EXISTING METAL STUD WALL, GC TO V.I.F. <br />NEW METAL STUD WALL INFILL PER PLAN. <br />PAINT AND REFINISH AS REQUIRED TO MATCH <br />EXISTING. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />PER PLAN (V.I.F.) <br />NOT TO SCALEA <br />(N) 20 GA NON-SLOTTED METAL TOP TRACK WITH <br />#10 S.M.S. EACH FLANGE, EACH STUD <br />(2) #10 S.M.S @ 24" O.C. MIN. TO EXISTING <br />TRACK. <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />NE <br />W <br /> <br />I <br />N <br />F <br />I <br />L <br />L <br />AL <br />I <br />G <br />N <br />EXISTING METAL STUD WALL, GC TO V.I.F. <br />(1) LAYER OF 5/8" TYPE 'X' GYP. BRD. ON BOTH <br />SIDES, TYP. <br />PROVIDE TAPE AND MUD AT ALL JOINTS AND <br />SEAMS, SMOOTH AS REQUIRED (TYPICAL). <br />STUD WALLS <br />TO MATCH <br />EXISTING <br />EXISTING CONCRETE SLAB. <br />NO PUNCH-OUT SHALL OCCUR WITHIN 12" CLEAR <br />FROM END OF STUD. <br />WALL BASE TO MATCH EXISTING, GC TO V.I.F. <br />METAL BOTTOM TRACK, (GAUGE TO MATCH <br />STUD, 20 GA. MIN.) ATTACHED TO SLAB W/ .145" <br />DIAMETER POWER - DRIVEN FASTENER MIN. <br />1-1/4" EMBEDMENT AT 24" O.C. (ICC-ESR# 1663). <br />#10 S.M.S. EA. FLANGE, EA. STUD. <br />CONTINUOUS ACOUSTICAL SEALANT, TYP. <br />12 <br />" <br /> <br />M <br />I <br />N <br />METAL STUDS AT 16" O.C. MAX, GC TO MATCH (E) <br />STUD SIZE, V.I.F. <br />WALL SECTION DETAILB3" = 1'-0" <br />ST <br />U <br />D <br /> <br />W <br />A <br />L <br />L <br />S <br />TO <br /> <br />M <br />A <br />T <br />C <br />H <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />(N) METAL STUD TO MATCH EXISTING, GC TO <br />V.I.F. ATTACH TO EXISTING STUD W/ (2) #10 <br />SMS @ 24" O.C. VERTICALLY. <br />EXISTINGNEW INFILL <br />PROVIDE TAPE AND MUD AT ALL JOINTS AND <br />SEAMS, SMOOTH AS REQUIRED (TYPICAL). <br />ALIGN EXISTING METAL STUD WALL, GC TO V.I.F. <br />PORTION OF NEW WALL INFILL PER PLAN. (1) <br />LAYER OF 5/8" TYPE 'X' GYP. BRD. ON BOTH SIDES, <br />TYP. <br />WALL VIEW DETAILC3" = 1'-0" <br />43'-6" <br />TOTAL EXIT ACCESS TRAVEL DISTANCE = 117'-0" (<200'-0") <br />COMMON PATH OF EGRESS TRAVEL = 73'-6" (<75'-0") <br />COMMON PATH OF EGRESS TRAVEL = <br />40'-0" (<75'-0") <br />A <br />A1 TO <br />STAIR 2 <br />A2 <br />B <br />B1 <br />TO <br />STAIR 1 <br />B2 <br />51 <br />' <br />- <br />0 <br />" <br />TO <br />T <br />A <br />L <br /> <br />E <br />X <br />I <br />T <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br /> <br />T <br />R <br />A <br />V <br />E <br />L <br /> <br />D <br />I <br />S <br />T <br />A <br />N <br />C <br />E <br /> <br />= <br /> <br />9 <br />1 <br />' <br />- <br />0 <br />" <br /> <br />( <br />< <br />2 <br />0 <br />0 <br />' <br />- <br />0 <br />" <br />) <br />PROPOSED PLAN AND <br />CONSTRUCTION DETAILS <br />A-2.0 <br />PARTITION LEGEND <br />1/8" = 1'-0" <br />PROJECT: <br />DATE: <br />DRAWN: <br />SCALE: <br />PROJECT NO: <br />REVIEWED: <br />SHEET NO: <br />SHEET TITLE: <br />DATE DESCRIPTION DELTA <br />DRAWINGS ISSUE <br />05/22/2024 ISSUE FOR PLAN CHECK <br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL <br />REMAIN ITS PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, <br />SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. <br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED <br />SUITE 308 DEMISING <br />AND NEW SUITE 309 ADDRESS <br />SUITE 308 AND 309 <br />2000 E. 4TH STREET <br />SANTA ANA, CA <br />05/22/2024 <br />P.T. <br />P.T. <br />634519 <br />STAMP AND SIGNATURE: <br />CONSULTANTS: <br />6083 Bristol Parkway <br />Culver City, CA 90230 <br />515 South Flower St., Suite 1200 <br />Los Angeles, CA 90071 <br />18600 MacArthur Blvd., Suite 100 <br />Irvine, CA 92612 <br />485C US Route 1 South, Suite 105 <br />Iselin, NJ 08830 <br />www.saaia.com <br />T 310.553.3252 <br />T 213.929.1400 <br />T 949.724.8958 <br />San Francisco, CA 94105 <br />T 415.390.6793 <br />T 848.200.1200 <br />New York, NY 10017 <br />T 917.512.6688 <br />575 Market St., Suite 502 <br />711 3rd Ave., 6th Floor <br />S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y <br />C U L V E R C I T Y , C A • I R V I N E , C A • L O S A N G E L E S , C A <br />IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN <br />RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH <br />RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR <br />RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES <br />THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE <br />OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO <br />NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE <br />ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE <br />ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. <br />06/06/2024 PRE-SCREENING CORRECTIONS A <br />AREA NOT IN CONTRACT (N.I.C.). <br />EXISTING CONSTRUCTION TO REMAIN. <br />EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. <br />COMMON PATH OF EGRESS < 75 FEET (1006.2.1 CBC) <br />MAXIMUM PATH OF TRAVEL <200 FEET (1017.2 CBC) <br />OCCUPANCY LOAD AND EXIT CALCULATION <br />EXISTING 1-HR RATED PARTITION <br />SUITE 300 <br />SUITE 350 <br />NO CHANGE <br />STAIR 1 <br />ELEC. <br />ROOM <br />STAIR 2 <br />SUITE 310 <br />SUITE 320 <br />SUITE 304 <br />SUITE 306 <br />SUITE 308 <br />(N)SUITE 309 <br />NO CHANGE <br />NO CHANGE <br />NO CHANGE <br />NO CHANGE <br />NO CHANGE <br />AREA = 1,412 SQ. FT. <br />OCCUPANCY = B (OFFICE) <br />OCC. LOAD = 1,412 / 150 = 10 OCC. <br />EXIT REQ'D = 1 <br />EXIT PROVIDED = 1 <br />SUITE 308 <br />AREA = 424 SQ. FT. <br />OCCUPANCY = B (OFFICE) <br />OCC. LOAD = 424 / 150 = 3 OCC. <br />EXIT REQ'D = 1 <br />EXIT PROVIDED = 1 <br />SUITE 309 <br />CONSTRUCTION KEYNOTES <br />INFILL EXISTING WALL WHERE DOORS HAVE BEEN REMOVED. MATCH EXISTING STUD WIDTH, TAPE, SAND, <br />SMOOTH AND PREP FOR NEW FINISHES. PROVIDE PAINT AND NEW BASE TO MATCH EXISTING. <br />2.1 <br />2.1 <br />SCALEDOOR IN-FILL DETAILS AS SPECIFY 2 <br />2.1 <br />SCALEPROPOSED PLAN 1/8" = 1'-0"1 <br />A <br />N <br />A <br />A <br />2000 E 4th St #308 & <br />3092/25/2025