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LINE OF CEILING - SEE REFLECTEDCEILING PLAN FOR TYPE AND HEIGHTMETAL STUD FRAMING PER STUD CHART.5/8" GYPSUM BOARD ON EACH SIDEMETAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C.SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVESLIP TRACK SYSTEMUL-2079 CYCLICAL DESIGN ICC#ESR-1042 OSHPD R-0371-FIXEDEQUIP. ANCHOREDWHI-495-PSV-1333 UL-R19236GYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUAL ASPER I.C.C. # ESR - 1338.POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C.#ESR - 1663FULL HEIGHT INSULATEDINSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1-10WHERE STCRATING ISNOTED·NON LOAD-BEARING METAL STUD FRAMING SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P·NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P(EXAMPLE: 6" = 600 X 1/100 INCHES)ALL MEMBER DEPTHS ARE TAKEN IN 1/100INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION.MEMBER DEPTH:FLANGE WIDTH:(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES.STYLE:(EXAMPLE: STUD OR JOIST SECTION = S )THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE:(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIALTHICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS.MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THEDESIGN THICKNESS.MIL THICKNESS:S = STUD OR JOISTT = TRACKU = CHANNELF = FURRING-600S162 54NOTES1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MOREINFORMATION.1.1. KICKER LENGTH SHALL BE 8'-0" MAX.2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-20123. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/2404. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES.5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF5/8 " TYPE 'X' GYPSUM BOARD INSTALLED INTHE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWSSPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING.STUD SIZEWALL HEIGHT LIMITKICKERWALL TYPESIZE MIL/GA12"SPACING O.C.SIZESPACING16" 24"250S12514'-2"18/25(SEE NOTE 1)15'-4"27/2215'-10"30/20362S12516'-8"18'-2"18'-3"400S12517'-6"19'-5"19'-5"600S12522'-9"26'-9"27'-1"NON-STRUCTURAL METAL STUD WALL SIZING CHART362S125-33 48" O.C.400S125-33 48" O.C.600S125-33 48" O.C.12'-10" 11'-3"13'-11" 12'-2"14'-5" 12'-7"15'-2" 13'-2"16'-6" 14'-5"16'-7" 14'-6"15'-11" 13'-8"17'-8" 15'-5"17'-8" 15'-5"20'-1"24'-4"24'-7"16'-4"21'-3"21'-6"250S125250S125362S125362S125400S125400S125600S125600S12518/2527/2230/2018/2527/2230/2018/2527/2230/20METAL STUD FRAMING PER STUD CHART.METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 5/8" GYPSUM BOARD ON EACH SIDEMETAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEMMETAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUAL ASPER I.C.C. # ESR - 1338.POWER - DRIVEN FASTENERSHILTI OR EQUAL AS PER I.C.C.#ESR - 1663LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT4-UNDERSIDE CEILING NON-INSULATED A1-1/8" MIN. CLEARANCE45°COMPOSITE DECK ABOVEFOLD OVER WEB OF STUD, ATTACH KICKER TOSTRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZEMBEDDED 2" MIN. @ EA. KICKER.METAL STUD SEISMIC BRACING AT 48" O.C.ALTERNATING EACH DIRECTION. REFER TO STUDCHART AND NOTE 1, DETAIL 12/SHEET A-30.0·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663STUD WALLSWIDTH VARIES5/8" DEFLECTIONGAPEQEQ1/2"1-1/8"STUD WALLSWIDTH VARIES5/8" DEFLECTIONGAP1/2"1-1/8"4"4"·SLIP TRACK SYSTEMUL-2079 CYCLICAL DESIGN ICC#ESR-2012 OSHPD R-0371-FIXEDEQUIP. ANCHORED LARR 25344WHI-495-PSV-1333 UL-R19236SLIP TRACK SYSTEMS#8 WAFERHEAD FRAMING SCREWS (TYP.)TOP OF VERTICAL STUDSEAL FULLY WITH HILTI CP 506ACOUSTIC SEALANT OR APPROVEDEQUAL.SLIP TRACK SYSTEMS#8 WAFERHEAD FRAMING SCREWS(TYP.)TOP OF VERTICAL STUDSEAL FULLY WITH HILTI CP 506ACOUSTIC SEALANT OR APPROVEDEQUAL.5/8GYP.BD EACH SIDE5/8GYP.BD EACH SIDE3" MIN. SAFB IN CAVITY3" MIN. SAFB IN CAVITY·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OREQUAL AS PER I.C.C. # ESR - 1338·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663COMPOSITE DECK OR STRUCTUREABOVE(2) #8 S.M.S 16" O.C. (MAX.).145 DIA. POWER DRIVEN FASTENERAT EA. FLUTE. 1-1/4" MIN.EMBEDMENT2" x 20 GAUGE X 10" LONGGALVANIZED STEEL STRAPS ATTACHEDTO STEEL DECK WITH STEELFASTENERS OR MASONRY ANCHORSON EACH SIDE OF THE FLUTE 12" MAX.WALL PERPENDICULAR TO FLUTESWALL PARALLEL TO FLUTESCOMPOSITE DECK OR STRUCTUREABOVE.145 DIA. POWER DRIVEN FASTENERAT EA. FLUTE. 1-1/4" MIN.EMBEDMENTNOTE:HEAD DETAIL GIVES A MIN. STC 49 RATING.SOUND INSULATIONSOUND INSULATION1'' RETURNGYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUALAS PER I.C.C. # ESR - 1338.METAL STUDSDIETRICH OR EQUAL AS PERI.C.C. # ESR - 1166P 1/4" THICK x FULL WIDTH NEOPRENE GASKETMETAL EDGE COLOR TO MATCH WALL CONDITIONEXISTING GLAZING#8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOMEXISTING ALUMINUM MULLIONPARTITION PER PLAN45°REFER TO RCPREFER TO RCPLINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT.ATTACH KICKER TO TOP TRACK BOX HEADER WITH #10 SHEET METAL SCREWS5/8" GYPSUM BOARDGYPSUM BOARD ASSEMBLIESGYPSUM ASSOCIATION OR EQUALAS PER I.C.C. # ESR - 1338.(1) #8 SHEET METAL SCREW2-1/2" x 20 GAUGE METAL STUDATTACH TO STRUCTURE ABOVE WITH 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ 24" O.C.W/ FLOOR PLANVERIFY DIMENSIONEXISTING STRUCTURE2"3/8"2"x1"WALL MOLDINGACM7 SEISMIC CLIPSCREW ATTACHEDHANGER WIRETEE6-10-4'-0" TYP.2'-0"2'-0"12'-0"45.0°6'-0"MAX.6'-0"MAX12'-0"8"45.0°O.C.8"SEISMIC DESIGN CATEGORIES D,E AND F.1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING:2. A HEAVY DUTY T-BAR GRID SHALL BE USED3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THETRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUALEXCEPTION: A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESB. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENTC. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSIOND. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2. E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONALGENERAL NOTES:1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2.2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY.3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS.4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III MIN.5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION SHALL BE INSTALLED IN ACCORDANCE TO ICC ESR-13087. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90* FROM EACH 0THER AT AN ANGLE NOT EXCEEDING 45* FROM THE PLANE OF THE CEILING.8. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXEED 25' IN BOTH DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4 "CLEAR FROM WALL SURFACE.9. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE SPACING OF THE VERTICAL HANGERS SHALLNOTEXCEED 2' 0.C.ALONG THE ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR MORE,AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES.1. VERTICAL STRUT: A STRUT FASTENED TOTHE MAIN RUNNER SHALL BE EXTENDED TOAND FASTENED TO THE STRUCTURALMEMBERS SUPPORTING THE ROOF OR FLOORABOVE. THE STRUT SHALL BE ADEQUATE TORESIST THE VERTICAL COMPONENT INDUCEDBY THE BRACING WIRE.2. HORIZONTAL RESTRAINT POINTS SHALL BEPLACED 12 FEET ON CENTER IN BOTHDIRECTIONS WITH THE FIRST POINT WITHIN 6FEET FROM EACH WALL.VERTICAL STRUT (TYP) STD INSTALLATION PERASCE SECTION 13.5.6.2.2.2" (MAX) FROM BRACING WIRE TO CROSSRUNNERS.METAL STUD COMPRESSION STRUT PERSCHEDULE1/4" DIA. MACHINE BOLTACOUSTICAL CEILING TILESCEILING CLIP ASSEMBLY - HILTI CC-CLIPFASTENED W/.177 DIA. POWER DRIVENFASTENER DX-KWIK,LARR-25651-ICC ESR-2184, OR APPROVEDEQUAL1-1/2"-4 TIGHT TURNS12 GA. VERTICAL WIRESPLAYED BRACE WIRECOMPRESSION STRUT ATTACHMENT DETAILSTYPICAL 12 GA. VERTICAL HANGER WIRE @4'-0" O.C. EACH WAY W/ MIN. 4 TIGHT TURNSIN 1-1/2" BOTH ENDS OF WIRE.12GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0"O.C. EA. WAY. STARTING 6' FROM WALLSCEILING GRID MAIN RUNNER12 GA. SPLAYED SEISMIC BRACING WIRE.4 TIGHT TURNSVERTICAL HANGER WIREATTACHED TO STRUCTURE WITH 3/8" DIA.HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.CEILING CLIP ASSEMBLY - HILTI CC-CLIPFASTENED W/.177 DIA. POWER DRIVENFASTENER DX-KWIK,LARR-25651-ICC ESR-2184, OR APPROVEDEQUALEMT COMPRESSION STRUT PER SCHEDULE.ENDS FLATTENED AND ATTACHED AS NOTEDCOMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULEHEIGHT3 / 4" EMTMETAL STUD OPTIONUP TO 5'-0"250TI25-33 (20 GA)400S137-33 (20 GA)-400S200-33 (20 GA)UP TO 6'-0"UP TO 7'-0"UP TO 10'-0"1" EMT1 - 1 / 4" EMTEMT OPTION250TI25-33 (20 GA)> 10'-0" : Provide structural design calculations.COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS,STEEL SECTION WITH L/R RATION OF 200 MAX.ATTACH TO MAIN RUNNERS WITH 1/4" MACHINEBOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTIKB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.COMPRESSION STRUT SHALL NOT REPLACE HANGERWIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL.-MAIN RUNNERCROSS RUNNERUNATTACHED WALLATTACHED WALL-3/8" AT TWO ADJACENT WALLS OR 3/4" AT ALL FOUR WALLS: SEE NOTE #8-3/8" MIN CLR CROSS OR MAIN RUNNERSCALE:1 1/2" = 1'-0"WALL TYPE C12DATE:DRAWN:REVIEWED:PROJECT NO:SCALE:OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVEDSHEET TITLE:SHEET NO:SEAL AND STAMP:CONSULTANTS:PROJECT:CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO -NEW JERSEY - NEW YORK6083 Bristol ParkwayCulver City, CA 9023018600 MacArthur Blvd., Suite 100 Irvine, CA 92612515 South Flower Street, Suite 1200Los Angeles, CA 90071T 310.553.3252T 949.724.8958T 213.929.1400DRAWINGS ISSUE485C US Route 1 South, Suite 105Iselin, NJ 08830T 848.200.1200711 3rd Ave., 6th FloorNew York, NY 10017T 917.512.6688www.saaia.comT 415.390.6793NOT FOR CONSTRUCTIONIF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS 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 ANY TIME PER THEIR DISCRETION. IN USINGRECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENTACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE 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 NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES.575 Market Street, #502San Francisco, CA 94105As indicatedA-30.004/10/24AWJN/MP634495WALL PARTITION ANDHEAD DETAILSSUITE 850 & 860DEMISING WALL6 E HUTTON CENTREDRIVESANTA ANA, CA 92707SCALE:12" = 1'-0"NON-STRUCTURAL METAL STUD SIZING CHARTS8SCALE:1 1/2" = 1'-0"WALL TYPE A1SCALE:1 1/2" = 1'-0"SEISMIC BRACING DETAIL4SCALE:3" = 1'-0"STC 49 - FULL HT. SLIP TRACK10SCALE:1 1/2" = 1'-0"SUSPENDED CEILING GRID DETAIL17SCALE:1 1/2" = 1'-0"FRAMED OPENING / SOFFIT DETAIL6DATE DESCRIPTION DELTA05/17/24 ISSUE FOR PLANNING05/20/24 ISSUE FOR PLAN CHECKSCALE:1 1/2" = 1'-0"WALL TO MULLION CONNECTION3SCALE:1 1/2" = 1'-0"FLOATING/ SECURE GRID WALL CONNECTION5NELSONALGAZENo. C-21090REN. 03/31/2025L,CENSE' ARC+,7EC7S7A7E O) CAL,)ORN,A6 E Hutton Center Dr # 850 &860 - 101119469-707/24/2024
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