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Last modified
6/6/2025 7:23:15 AM
Creation date
6/6/2025 7:22:23 AM
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Plan
Permit Number
20182190
30146952
40138878
Full Address
1700 E St Andrew Pl
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4" x 20 GA. STUDS @ 16" O.C. <br />TOP TRACK 20GA MIN, WITH #10 SMS EA. FLANGE, EA. STUD. PROVIDE <br />3/16" DIA. TAPCON CONC. SCREW ANCHOR W/ 2" MIN. EMBEDDED @ <br />16" O.C. (ICC-ESR # 2202) <br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER <br />POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. <br />(E) CONCRETE WALL TO REMAIN. GC TO V.I.F. <br />AL <br />I <br />G <br />N <br />INTERIOR FINISH TO MATCH EXISTING (GC TO V.I.F.) <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br />EX <br />T <br />E <br />R <br />I <br />O <br />R <br />L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUDS. PROVIDE AT <br />48" O.C. MAX VERTICALLY. (MIN. 3 LOCATIONS) <br />L 2-3/4" x 2-3/4" x 16 GA. x 6" LONG W/ #10 S.M.S. TO STUD. (2) HILTI-XU <br />x 1-1/4" EMBEDDED IN CMU WALL. <br />5/8" GYP. BRD. OVER 3-5/8" x 20 GA. STUDS @ 24" O.C. PER WALL TYPE E <br />WALL FURRING INSULATED <br />INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR EQUAL AS PER <br />I.C.C. # ESR 1338 <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 <br />INSULATION R VALUE: <br />R-13 = 4" WALL <br />4" <br />MA <br />X <br />. <br />FR <br />O <br />M <br />EN <br />D <br />S <br />GYP. BD. CEILING OVER FENCED AREA. <br />SEE RCP <br />8' <br />- <br />5 <br />" <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br />3 FOOT WIDE SLIDING GATE. ALIGN <br />GATE TRACK WITH FENCE'S TOP RAIL <br />WALL PER PARTITION PLAN <br />TOP RAIL <br />CHAIN LINK FENCE POSTS @ 4'-0" O.C. <br />MAX. TYP. PROVIDE POST CAP ON EA. <br />POST. <br />MOUNT POST TO SLAB WITH BASE <br />PLATE AND (4) HILTI ANCHORS (OR <br />APPROVED SIM.) @ EA. POST <br />BOTTOM TENSION WIRE. ATTACH TO <br />POSTS WITH BRACE BANDS <br />2" DIAMOND PATTERN CHAIN LINK <br />FENCE INFILL. PROVIDE TENSION BARS <br />ON CHAIN LINK AND ATTACH TO POST <br />WITH BRACE BANDS <br />5/8" TYPE "X" GYPSUM BOARD <br />#8 TEK SHEET METAL SCREW <br />5/8" TYPE "X" GYPSUM BOARD <br />5/8" TYPE "X" GYPSUM BOARD <br />METAL STUD SEISMIC BRACING AT 48" O.C. EACH <br />DIRECTION TO STRUCTURE ABOVE <br />TOP OF WALL SEISMIC BRACING <br />ONE HOUR LID DETAIL <br />C RUNNER <br />SEALANT <br />C-H STUD <br />J RUNNER <br />1" SHEETROCK BRAND GYPSUM LINER PANEL <br />EXISTING CORRIDOR WALL <br />C-H STUD <br />J RUNNER <br />1" SHEETROCK BRAND GYPSUM LINER PANEL <br />B <br />A <br />EQEQ <br />5/ <br />8 <br />" <br /> <br />D <br />E <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br />GA <br />P <br />1- <br />1 <br />/ <br />8 <br />" <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE <br />(2) #8 S.M.S 16" O.C. (MAX.) <br />.145 DIA. POWER DRIVEN FASTENER <br />AT EA. FLUTE. 1-1/4" MIN. <br />EMBEDMENT <br />2" x 20 GAUGE X 10" LONG <br />GALVANIZED STEEL STRAPS ATTACHED <br />TO STEEL DECK WITH STEEL <br />FASTENERS OR MASONRY ANCHORS <br />ON EACH SIDE OF THE FLUTE 12" MAX. <br />SLIP TRACK SYSTEMS <br />#8 WAFERHEAD FRAMING SCREWS <br />(TYP.) <br />TOP OF VERTICAL STUD <br />WALL PARALLEL TO FLUTES <br />5/ <br />8 <br />" <br /> <br />D <br />E <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br />GA <br />P <br />1- <br />1 <br />/ <br />8 <br />" <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE <br />.145 DIA. POWER DRIVEN FASTENER <br />AT EA. FLUTE. 1-1/4" MIN. <br />EMBEDMENT <br />SLIP TRACK SYSTEMS <br />#8 WAFERHEAD FRAMING SCREWS <br />(TYP.) <br />TOP OF VERTICAL STUD <br />WALL PERPENDICULAR TO FLUTES <br />STUD WALLS <br />WIDTH VARIES <br />CEILING LINE, SEE RCP <br />FOR CEILING TYPE <br />STUD WALLS <br />WIDTH VARIES <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663, LARR #25646 <br />·SLIP TRACK SYSTEM <br />UL-2079 CYCLICAL DESIGN ICC <br />#ESR-2012 OSHPD R-0371-FIXED <br />EQUIP. ANCHORED LARR 25344 <br />WHI-495-PSV-1333 UL-R19236 <br />GYPSUM BOARD PER WALL TYPE <br />GYPSUM BOARD PER WALL TYPE <br />SEAL FULLY WITH HILTI CP 506 <br />ACOUSTIC SEALANT OR APPROVED <br />EQUAL. <br />1/ <br />2 <br />" <br />6" <br />(W <br />H <br />E <br />R <br />E <br /> <br />N <br />O <br />T <br />E <br />D <br />) <br />CEILING LINE, SEE RCP <br />FOR CEILING TYPE <br />6" <br />(W <br />H <br />E <br />R <br />E <br /> <br />N <br />O <br />T <br />E <br />D <br />) <br />CUT AND SHAPE GYPSUM BOARD <br />BETWEEN FLUTES WHERE NOTED TO BE <br />FULL HEIGHT. <br />5/8" DEFLECTION GAP <br />.145" DIAMETER POWER DRIVEN FASTENER AT 16" <br />O.C. (MAX.) 1 1/4" EMBEDMENT <br />COMPOSITE DECK OR STRUCTURE ABOVE <br />25 GAUGE METAL ANGLE (TYP.) <br />4" <br />#8 WAFERHEAD FRAMING SCREWS (TYP.) <br />SLIP TRACK SYSTEMS <br />5/8" TYPE "X" GYPSUM BOARD <br />5/8" DEFLECTION GAP <br />1- <br />1 <br />/ <br />4 <br />" <br />#8 WAFERHEAD FRAMING SCREWS <br />(TYP.) <br />SLIP TRACK SYSTEMS <br />LINE OF ADDITIONAL LAYER OF GYPSUM BOARD <br />EACH SIDE OR TWO HOUR RATING. SEE PARTITION <br />PLAN FOR 2-HR WALL LOCATIONS. <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR <br />EQUAL AS PER I.C.C. # ESR - 1338 <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663, LARR #25646 <br />·SLIP TRACK <br /> UL-2079 CYCLICAL DESIGN <br />ICC-ESR-2012 OSHPD R-0371-FIXED EQUIP. <br /> ANCHORED LARR 25344 WHI-495-PSV-1333 <br />UL-R19236 <br />1-1/8" MIN. CLEARANCE <br />25 GAUGE METAL ANGLE (TYP.) <br />DRYWALL SCREW <br />(2) #8 S.M.S 16" O.C. (MAX.) <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE <br />.145" DIAMETER POWER DRIVEN FASTENER AT 12" <br />O.C. MIN. 1-1/4" MIN. EMBEDMENT <br />2" x 20 GAUGE STEEL STRAPS OR <br />Z-BARS AT 16" O.C. MAX. CONT. <br />PLATE NOT REQUIRED <br />MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED <br />INTO FLUTE <br />STUD WALLS <br />WIDTH VARIES <br />STUD WALLS <br />WIDTH VARIES <br />1- <br />1 <br />/ <br />4 <br />" <br />WALL PARALLEL TO FLUTES - <br />1 HOUR - UL DESIGN NO. HW-D-0001 <br />2 HOUR - UL DESIGN NO. HW-D-0015 <br />WALL PERPENDICULAR TO FLUTES <br />1 HOUR - UL DESIGN NO. HW-D-0001 <br />2 HOUR - UL DESIGN NO. HW-D-0015 <br />LINE OF ADDITIONAL LAYER OF GYPSUM BOARD <br />EACH SIDE OR TWO HOUR RATING. SEE PARTITION <br />PLAN FOR 2-HR WALL LOCATIONS. <br />EXTEND LAYER OF DRYWALL BETWEEN <br />FLUTES <br />5/ <br />8 <br />" <br />MIN 4 PCF MINERAL WOOL BATTS FIRMLY PACKED <br />INTO FLUTE <br />EXISTING STEEL BEAM WITH <br />FIREPROOFING. <br />3-5/8" MIN. <br />(2) 0.145 PDF @ EA. 'Z' CLIP. <br />(2) #10 S.M.S. @ EA. 'Z' CLIP. <br />2x2x20 GA. 'Z' CLIP x (FULL LENGTH <br />OF STEEL BEAM, U.O.N.) @ 24" O.C. <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR <br />EQUAL AS PER I.C.C. # ESR - 1338 <br />1- <br />1 <br />/ <br />4 <br />" <br />1" <br /> <br />M <br />A <br />X <br />. <br />SE <br />P <br />A <br />R <br />A <br />T <br />I <br />O <br />N <br />GA <br />P <br />SLOTTED SLIP TRACK SYSTEMS <br />#8 WAFERHEAD FRAMING <br />SCREWS, TYP. <br />COMPLETELY FILL GAP ABOVE GYP. <br />PANELS. SEAL FULLY WITH HILTI <br />CFS-TTS MD OS OR HILTI CFS-TTS <br />MD600 FIRESTOP CONTINUOUS TOP <br />TRACK SEAL OR APPROVED EQUAL. <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663 <br />REPAIR AND RE-SPRAY FIREPROOFING <br />AS REQUIRED TO ENSURE FULL <br />ENVELOPMENT. CONFIRM THICKNESS <br />OF FIREPROOFING MEETS REQUIRED <br />RATING FOR STEEL BM. ASSEMBLY. <br />1 <br />2" MIN. <br />TYP. <br />5/8" TYPE 'X' GYP. BRD. ON BOTH <br />SIDES, TYP. <br />·FIRE RATED UL DESIGN <br />UL2079 - JOINT SYSTEM NO. <br />HW-D-0875 <br />SECOND LAYER OF 5/8" GYP.BD <br />EACH SIDE FOR 2-HR RATED <br />3" <br />M <br />A <br />X <br />. <br />FI <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />2. <br />5 <br />" <br />M <br />I <br />N <br />. <br />FI <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE. VERIFY HOURLY FIRE RATING <br />OF FLOOR ASSEMBLY IS EQUAL TO OR <br />GREATER THAN HOURLY FIRE RATING <br />OF WALL ASSEMBLY. <br />*1" MAX. SEPARATION GAP BETW. <br />BOT. OF STEEL FLOOR UNIT AND <br />TOP OF WALL, ALLOWS FOR 50% <br />COMPRESSION OR EXTENSION <br />FROM INSTALLED WIDTH. <br />COMPOSITE DECK ABOVE <br />FOLD OVER WEB OF STUD, ATTACH KICKER TO <br />STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ <br />EMBEDDED 2" MIN. @ EA. KICKER. <br />METAL STUD SEISMIC BRACING AT 48" O.C. <br />ALTERNATING EACH DIRECTION. REFER TO STUD <br />CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 <br />1-1/8" MIN. CLEARANCE45° <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663 <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR <br />EQUAL AS PER I.C.C. # ESR - 1338 <br />·POWER - DRIVEN FASTENERS <br /> HILTI OR EQUAL AS PER I.C.C. <br /> #ESR - 1663 <br />·SLIP TRACK SYSTEM <br />UL-2079 CYCLICAL DESIGN ICC <br />#ESR-2012 OSHPD R-0371-FIXED <br />EQUIP. ANCHORED LARR 25344 <br />WHI-495-PSV-1333 UL-R19236 <br />STUD WALLS <br />WIDTH VARIES <br />5/ <br />8 <br />" <br /> <br />D <br />E <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br />GA <br />P <br />EQEQ <br />1/ <br />2 <br />" <br />1- <br />1 <br />/ <br />8 <br />" <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE <br />(2) #8 S.M.S 16" O.C. (MAX.) <br />.145 DIA. POWER DRIVEN FASTENER <br />AT EA. FLUTE. 1-1/4" MIN. <br />EMBEDMENT <br />2" x 20 GAUGE X 10" LONG <br />GALVANIZED STEEL STRAPS ATTACHED <br />TO STEEL DECK WITH STEEL <br />FASTENERS OR MASONRY ANCHORS <br />ON EACH SIDE OF THE FLUTE 12" MAX. <br />SLIP TRACK SYSTEMS <br />#8 WAFERHEAD FRAMING SCREWS (TYP.) <br />WALL PERPENDICULAR TO FLUTES <br />TOP OF VERTICAL STUD <br />SEAL FULLY WITH HILTI CP 506 <br />ACOUSTIC SEALANT OR APPROVED <br />EQUAL. <br />WALL PARALLEL TO FLUTES <br />STUD WALLS <br />WIDTH VARIES <br />5/ <br />8 <br />" <br /> <br />D <br />E <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br />GA <br />P <br />1/ <br />2 <br />" <br />1- <br />1 <br />/ <br />8 <br />" <br />COMPOSITE DECK OR STRUCTURE <br />ABOVE <br />.145 DIA. POWER DRIVEN FASTENER <br />AT EA. FLUTE. 1-1/4" MIN. <br />EMBEDMENT <br />SLIP TRACK SYSTEMS <br />#8 WAFERHEAD FRAMING SCREWS <br />(TYP.) <br />TOP OF VERTICAL STUD <br />SEAL FULLY WITH HILTI CP 506 <br />ACOUSTIC SEALANT OR APPROVED <br />EQUAL. <br />NOTE: <br />HEAD DETAIL GIVES A MIN. STC 49 RATING. <br />5/8 GYP.BD EACH SIDE <br />4" <br />4" <br />5/8 GYP.BD EACH SIDE <br />SOUND INSULATION <br />SOUND INSULATION <br />3" MIN. SAFB IN CAVITY <br />3" MIN. SAFB IN CAVITY <br />A-30.1 <br />WALL HEAD DETAILS <br />COMPOSITE DECK <br />AS NOTED <br />2 <br />4 <br />5 <br />812 <br />14 <br />16 <br />18 <br />19 <br />20 <br />SCALE <br />SCALE SCALE SCALE <br />SCALESCALE <br />SPECIFY <br />SCALE SCALE SCALE SCALE SCALE <br />3"=1'-0" <br />SPECIFY <br />7 <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 />02/15/2024 ISSUE FOR PLANNING APPROVAL <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 />12/18/23 <br />KL/SD/AW <br />MP <br />634772 <br />COUNTY OF ORANGE <br />PROBATION TRAINING & VOLUNTEER SERVICES <br />AND YOUTH REPORT CENTER <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 />02/22/2024 ISSUE FOR PLAN CHECK / BID <br />02/26/2024 PLANNING COMMENTS A <br />04/03/2024 TENANT COMMENTS / FIELD REVISIONS B <br />AND PLAN CHECK COMMENTS 01 <br />1 HOUR RATED FULL HT. SLIP TRACK <br />17SCALE <br />1 AND 2 HR RATED SLIP TRACK AT BEAM <br />NON RATED FULL HT. SLIP TRACK <br />SEISMIC BRACING DETAIL 1-1/2"=1'-0" <br />10SCALE <br />13SCALE <br />3"=1'-0" <br />SPECIFY <br />1/2" = 1'-0" <br />3"=1'-0" <br />15SCALE <br />SPECIFY <br />SPECIFY <br />11SCALE <br />SPECIFY <br />SPECIFY <br />3"=1'-0"SPECIFY <br />STC 49 - FULL HT. SLIP TRACK 3"=1'-0" <br />DETAIL @ ONE HOUR RATED TUNNEL <br />NOT USED <br />NOT USED <br />NOT USED <br />NOT USED <br />NOT USEDNOT USED <br />NOT USED <br />NOT USED <br />CHAIN LINK FENCE DETAIL <br />1ST & 2ND FLOOR <br />1-1/2"=1'-0"2-HOUR RATED EXTERIOR WALL INFILL <br />B <br />B <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 - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024
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