6 E Hutton Center Dr Unit# 625 & 650 - Plan

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6"METAL 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 SIDE 6" ABOVE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL BOTTOM TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 B1 7 - METAL TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. 5/8" GYPSUM BOARD ON EACH SIDE METAL 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 ABOVE SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-1042 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 FULL HEIGHT INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1 - 10 WHERE STC RATING IS NOTED48" MAX.VERIFY ADA COMPLIANCEPAINT EXPOSED CABINET TO MATCH WALL NEW RECESSED FIRE EXTINGUISHER CABINET. REFER TO PARTITION NOTE SHEET FOR SPECIFICATION. - -1 1/2"6"44"1 1/2"METAL STUD FRAMING PER STUD CHART. 5/8" GYPSUM BOARD ON EACH SIDE METAL BOTTOM TRACK 2-1/2" x 25 GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER ICC #ESR - 1663 2" x 2'" x 1/4" STRUCTURAL STEEL PIPE WITH 2" x 9" x 3/8" STEEL PLATE WELDED TO BOTTOM OF PIPE. INSTALL AT 8'-0" O.C. MAX. AND WITHIN 6" OF AN UNSUPPORTED END OF WALL METAL STUD ATTACHED TO EACH SIDE OF STRUCTURAL STEEL PIPE SECURE STEEL PLATE TO FLOOR WITH 5/8" DIA. HILTI KB-TZ-BOLT EACH CORNER, MIN. 4" EMBEDMENT (3-1/8" ICC ESR #1917) 5/8" GYPSUM BOARD CAP WITH CONTINUOUS 4's CAP SECTION PLAN VIEW ·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 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES) 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.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. MIL THICKNESS: S = STUD OR JOIST T = TRACK U = CHANNEL F = FURRING -600 S 162 54 NOTES 1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE INFORMATION. 1.1. KICKER LENGTH SHALL BE 8'-0" MAX. 2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 4. 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 OF 5/8 " TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. STUD SIZE WALL HEIGHT LIMIT KICKER WALL TYPE SIZE MIL/GA 12" SPACING O.C. SIZE SPACING16" 24" 250S125 14'-2"18/25 (SEE NOTE 1) 15'-4"27/22 15'-10"30/20 362S125 16'-8" 18'-2" 18'-3" 400S125 17'-6" 19'-5" 19'-5" 600S125 22'-9" 26'-9" 27'-1" NON-STRUCTURAL METAL STUD WALL SIZING CHART 362S125-33 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" 250S125 250S125 362S125 362S125 400S125 400S125 600S125 600S125 18/25 27/22 30/20 18/25 27/22 30/20 18/25 27/22 30/20 METAL 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 SIDE METAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT 7 - UNDERSIDE CEILING NON-INSULATED A SEE SPECIFICATION48" MAX. A.F.F.VARIES B PLAN SECTIONA SECTIONB 5/8" GYP.BOARD TYPICAL. METAL STUD PER PARTITION PLAN MOUNTING SCREW PER MANUFACTURER FIRE EXTINGUISHER CABINET - SEE PARTITION LEGEND FOR SPEC. SEE PARTITION PLAN FOR LOCATIONS. 1-1/8" MIN. CLEARANCE45° COMPOSITE DECK ABOVE FOLD OVER WEB OF STUD, ATTACH KICKER TO STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ EA. KICKER. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION. REFER TO STUD CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 STUD WALLS WIDTH VARIES5/8" DEFLECTIONGAPEQEQ 1/2"1-1/8"STUD WALLS WIDTH VARIES5/8" DEFLECTIONGAP1/2"1-1/8"4"4"·SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. 5/8 GYP.BD EACH SIDE 5/8 GYP.BD EACH SIDE 3" MIN. SAFB IN CAVITY 3" MIN. SAFB IN CAVITY ·GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 ·POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. WALL PERPENDICULAR TO FLUTES WALL PARALLEL TO FLUTES COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT NOTE: HEAD DETAIL GIVES A MIN. STC 49 RATING. SOUND INSULATION SOUND INSULATION SCALE: 1 1/2" = 1'-0"WALL TYPES B, B1,AND B2 2 SCALE: 1 1/2" = 1'-0"WALL TYPE C1 3 SCALE: 1 1/2" = 1'-0"FIRE EXINGUISHER CABINET 5 SCALE: 1 1/2" = 1'-0"LOW WALL - WALL TYPE H 4 DATE: 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 RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF 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 USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES 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, #502 San Francisco, CA 94105 As indicated A-30.0 04/10/24 AW JN/MP 634495 WALL PARTITION AND HEAD DETAILS X ENGINEERING 6 E HUTTON CENTRE DRIVE SANTA ANA, CA 92707 SUITE 650 EXPANSION SCALE: 12" = 1'-0"NON-STRUCTURAL METAL STUD SIZING CHARTS 8 SCALE: 1 1/2" = 1'-0"WALL TYPE A 1 SCALE: 1 1/2" = 1'-0"SEMI- RECESSED FIRE EXTINGUISHER 6 SCALE: 1 1/2" = 1'-0"SEISMIC BRACING DETAIL 7 SCALE: 3" = 1'-0"STC 49 - FULL HT. SLIP TRACK 10 DATE DESCRIPTION DELTA 04/16/24 ISSUE FOR ENGINEERING 05/08/24 TENANT REVISION 05/20/24 ISSUE FOR PLAN CHECK NELSON ALGAZE No. C-21090 REN. 03/31/2025L,CEN S E ' ARC+,7 E C7S7A 7 E O) CA L ,)O RN,A6 E Hutton Center Dr Unit# 625 & 6509/23/2024