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±1 <br />0 <br />' <br />- <br />0 <br />" <br />±2 <br />0 <br />' <br />- <br />0 <br />" <br />PORTION OF EXISTING CONCRETE CURB TO BE <br />REMOVED. <br />EXISTING CONCRETE CURB TO REMAIN, PROTECT <br />IN PLACE. REPAIR AREAS DAMAGED BY <br />DEMOLITION <br />EXISTING PARKING STRIPING TO REMAIN. <br />EXISTING LANDSCAPE IN PLANTER TO REMAIN. <br />PROTECT IN PLACE. PATCH AND REPAIR AS <br />REQUIRED. MATCH EXISTING PLANTING. <br />EXISTING LANDSCAPE TO BE REWORKED PER NEW <br />CURB RADIUS. <br />±1 <br />8 <br />" <br />R20'-0" M <br />I <br />N <br />. <br />R3'-0" MI <br />N <br />. <br />EXISTING CONCRETE CURB TO REMAIN, PROTECT <br />IN PLACE. REPAIR AREAS DAMAGED BY <br />DEMOLITION <br />EXISTING PARKING STRIPING TO REMAIN. <br />NEW CONCRETE CURB, RADIUS AS NOTED. <br />MATCH EXISTING CONCRETE CURB HEIGHT, <br />WIDTH, AND FINISH. PAINT AND LETTER FIRE <br />LANE. SEE OVERALL SITE PLAN ON SHEET A-0.4. <br />PATCH AND REPAIR LANDSCAPING AFFECTED <br />BY SCOPE. MATCH EXISTING PLANTING. <br />SCHEDULED MIRROR <br />SCHEDULED COUNTERTOP AND SPLASH. PROVIDE <br />MITER JOINT AT EDGE. EASE ALL EDGES. <br />3 4" THICK PLYWOOD SUB-STRARE BENEATH STONE <br />COUNTERTOP <br />"L" SHAPE 2"x2"x3 6" STEEL BRACKET SUPPORT <br />(EVERY 3RD STUD MIN.) <br />1 4" BOLT (TYP.) <br />REMOVABLE STAINLESS STEEL GUARD PANEL <br />WITH CONTINUOUS PIANO HINGE. PROVIDE <br />FITTINGS, BLOCKING AND SECURE TO WALL AS <br />REQUIRED. PROVIDE MAGNETIC CATCH AND <br />PULL TAB AT TOP OF GUARD PANEL. <br />SCHEDULED FLOOR FINISH <br />SCHEDULED WALL AND FINISH <br />2' <br />- <br />1 <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />5" <br />29 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" MIN. <br />9" <br /> <br />M <br />I <br />N <br />. <br />6" MIN. <br />17" MIN. <br />2' <br />- <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />ADA ACCESSIBLE KNEE CLEARANCE UNDER <br />LAVATORY <br />40 <br />" <br /> <br />M <br />A <br />X <br />TO <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />M <br />I <br />R <br />R <br />O <br />R <br />LINE OF CEILING - SEE REFLECTED CEILING PLAN <br />FOR TYPE AND HEIGHT <br />METAL STUD FRAMING PER STUD CHART. <br />METAL STUD SEISMIC BRACING AT 48" O.C. <br />ALTERNATING EACH DIRECTION TO STRUCTURE <br />ABOVE <br />5/8" GYPSUM BOARD ON EACH SIDE <br />UNDERSIDE CEILING INSULATED <br />INSULATION - FIBERGLASS NOISE BARRIER <br />FRICTION FIT IN WALL FRAMING <br />METAL GAUGE TOP TRACK ATTACH KICKER ABOVE <br />TO TOP TRACK WITH #8 TEK SHEET METAL <br />SCREWS. DO NOT <br />ATTACH TO GRID SYSTEM <br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB <br />WITH .145" DIAMETER POWER - DRIVEN <br />FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663 <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR EQUAL AS <br /> PER I.C.C. # ESR - 1338 <br />UNDERSIDE CEILING INSULATED <br />INSULATION - FIBERGLASS NOISE BARRIER <br />FRICTION FIT IN WALL FRAMING. <br />6" BATT INSULATION TO EXTEND 3'-0" ON <br />EITHER SIDE OF WALL <br />A1 <br />A2 <br />5 <br />A-30.1 INSULATION BLANKETS ABOVE CEILING - TYPE A2 <br />PARTITIONS <br />UNDERSIDE CEILING NON-INSULATEDA <br />EXISTING PARTITION BEYOND, GC TO VERIFY <br />STRUCTURE BEYOND <br />PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA <br />STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 <br />SMS TO EA (N) STUD. <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR EQUAL <br /> AS PER I.C.C. # ESR - 1338. <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663 <br />METAL BOTTOM TRACK. ATTACH TO SLAB WITH <br />.145" DIAMETER POWER - DRIVEN FASTENER MIN. <br />1-1/4" EMBEDMENT AT 24" O.C. <br />5/8" GYPSUM BOARD ON FACE OF STUDS. <br />METAL TOP TRACK (GA. TO MATCH STUD U.O.N.) <br />LINE OF CEILING - SEE REFLECTED CEILING PLAN <br />FOR TYPE AND HEIGHT <br />WALL FURRING NON-INSULATEDE <br />6" <br />4" <br />(U.O.N. <br />PER PLAN) <br />CONT. 16 GA. METAL TRACK ATTACHED TO EACH <br />STUD OF (E) WALL W/ (3) #8 SMS. <br />ME <br />T <br />A <br />L <br /> <br />S <br />T <br />U <br />D <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />E <br />R <br /> <br />S <br />T <br />U <br />D <br /> <br />C <br />H <br />A <br />R <br />T <br />. <br />MA <br />X <br />. <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />1 <br />1 <br />' <br />- <br />0 <br />" <br />16 GA. CRC OR U-CHANNEL CONTINUOUS <br />BRIDGING. <br />16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) <br />#8 SMS EA. LEG <br />WALL FURRING INSULATED <br />INSULATION - FIBERGLASS NOISE BARRIER <br />FRICTION FIT <br />E1 <br />·NON LOAD-BEARING METAL STUD FRAMING <br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P <br />·NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS <br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P <br />(EXAMPLE: 6" = 600 X 1/100 INCHES) <br />ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. <br />FOR ALL "T" SECTIONS MEMBER DEPTH IS THE <br />INSIDE DIMENSION. <br />MEMBER DEPTH: <br />FLANGE WIDTH: <br />(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 <br />INCHES) ALL FLANGE WIDTHS ARE TAKEN IN <br />1/100 INCHES. <br />STYLE: <br />(EXAMPLE: STUD OR JOIST SECTION = S ) <br />THE FOUR ALPHA CHARACTERS UTILIZED BY THE <br />DESIGNATOR SYSTEM ARE: <br />(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL <br />THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. <br />MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE <br />DESIGN THICKNESS. <br />MIL THICKNESS: <br />S = STUD OR JOIST <br />T = TRACK <br />U = CHANNEL <br />F = FURRING <br />-600 S 162 54 <br />NOTES <br />1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE <br />INFORMATION. <br />1.1. KICKER LENGTH SHALL BE 8'-0" MAX. <br />2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 <br />3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 <br />4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES. <br />5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL <br />ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A <br />MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. <br />STUD SIZE <br />WALL HEIGHT LIMIT KICKER <br />WALL TYPE <br />SIZE MIL/GA 12" <br />SPACING O.C. <br />SIZE SPACING16"24" <br />250S125 14'-2"18/25 <br />(SEE NOTE 1) <br />15'-4"27/22 <br />15'-10"30/20 <br />362S125 16'-8" <br />18'-2" <br />18'-3" <br />400S125 17'-6" <br />19'-5" <br />19'-5" <br />600S125 22'-9" <br />26'-9" <br />27'-1" <br />NON-STRUCTURAL METAL STUD WALL SIZING CHART <br />362S125-33 48" O.C. <br />400S125-33 48" O.C. <br />600S125-33 48" O.C. <br />12'-10"11'-3" <br />13'-11"12'-2" <br />14'-5"12'-7" <br />15'-2"13'-2" <br />16'-6"14'-5" <br />16'-7"14'-6" <br />15'-11"13'-8" <br />17'-8"15'-5" <br />17'-8"15'-5" <br />20'-1" <br />24'-4" <br />24'-7" <br />16'-4" <br />21'-3" <br />21'-6" <br />250S125 <br />250S125 <br />362S125 <br />362S125 <br />400S125 <br />400S125 <br />600S125 <br />600S125 <br />18/25 <br />27/22 <br />30/20 <br />18/25 <br />27/22 <br />30/20 <br />18/25 <br />27/22 <br />30/20 <br />A-30.0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />9 <br />10 <br />1115 <br />18 <br />19 <br />20 <br />SCALE SCALE SCALE <br />1-1/2"=1'-0" <br />SCALE SCALE SCALE SCALE <br />SCALESCALESCALESCALESCALE <br />SCALE SCALE <br />WALL PARTITION DETAILS <br />1-1/2"=1'-0" <br />N/A7 <br />AS NOTED <br />PROJECT: <br />DATE: <br />DRAWN: <br />SCALE: <br />PROJECT NO: <br />REVIEWED: <br />SHEET NO: <br />SHEET TITLE: <br />STAMP AND SIGNATURE: <br />CONSULTANTS: <br />DATE DESCRIPTION DELTA <br />DRAWINGS ISSUE <br />06/21/2024 ISSUE FOR PLAN CHECK <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 />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL <br />REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, <br />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 />09/06/2024 <br />D.S. <br />K.L./M.P. <br />635330 <br />1700 E ST ANDREW <br />ACCESSIBLITY <br />UPGRADES <br />1700 E ST ANDREW PL <br />SANTA ANA, CA 92705 <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 />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 />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 RECOMMENDATIONS <br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT <br />ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON <br />THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS <br />AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS <br />REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR <br />COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT <br />BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. <br />08/20/2024 ISSUE FOR PLAN CHECK - OCFA <br />09/06/2024 PLAN CHECK COMMENTS 01 1 <br />WALL TYPE A, A1 AND A2 <br />NOT USED <br />FURRING WALL - WALL TYPE E AND E1 <br />13 <br />14 <br />SCALE <br />SCALE <br />NON-STRUCTURAL METAL STUD SIZING CHARTS12SCALE <br />N.T.S <br />N/ANOT USED <br />N/ANOT USED <br />N/ANOT USEDN/ANOT USED <br />N/ANOT USED15SCALE <br />N/ANOT USEDN/ANOT USED <br />N/ANOT USED N/ANOT USED <br />1/8"=1'-0"FIRE LANE CURB TURNING RADIUS DETAIL N/ANOT USED <br />N/ANOT USED <br />N/ANOT USED <br />1"=1'-0"LAVATORY DETAIL <br />NELSON <br />ALGAZE <br />No. C-21090 <br />REN. 03/31/2025 <br />L <br />CENSE ARC <br />EC <br />SAE O CAL ORNA <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024