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1700 E St Andrew Pl - Plan
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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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K N <br />N <br />N <br />N <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 />DOG KENNEL SHELTER PLANS <br />AND ELEVATIONS <br />DEMOLITION KEYNOTES <br />CONSTRUCTION LEGEND <br />AREA NOT IN CONTRACT (N.I.C.). <br />EXISTING ITEM TO BE REMOVED OR DEMOLISHED. <br />D.1 REMOVE EXISTING CONCRETE PAD. PREPARE AREA FOR NEW SLOPED CONCRETE PAD. PROTECT EXISTING BUILDING WALL AND CMU WALL <br />IN PLACE, REPAIR AS REQUIRED. <br />EXISTING CMU WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. <br />EXISTING GLAZING TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION. <br />D.2 <br />D.4 <br />N <br />(E) PAVING SLAB TO REMAIN <br />CONSTRUCTION KEYNOTES <br />C.1 NEW CONCRETE PAD. SLOPE SLAB TOWARDS TRENCH DRAIN AT 1/4" PER FOOT MIN. SEE STRUCTURAL DRAWINGS. <br />NEW DOG KENNEL BY OTHERS. <br />NEW DOWNSPOUT, ATTACH TO CMU WALL. PAINT TO MATCH CMU WALL COLOR.SEE PLUMBING DRAWINGS. <br />NEW HOSE BIBB. EXTEND EXISTING WATER LINE. VERIFY LOCATION IN FIELD WITH CLIENT. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. <br />C.2 <br />C.3 <br />C.4 <br />C.6 <br />CONSTRUCTION NOTES <br />1 VERIFY EXISTING UTILITIES AND FOOTINGS TO AVOID ANY CONFLICT WITH THE LOCATION OF NEW FOOTINGS <br />AND CONCRETE CURBS. PROVIDE PIPE SLEEVES AS NEEDED. <br />D.2 <br />EXISTING BUILDING WALL TO REMAIN. PROTECT IN PLACE. CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.D.3 <br />D.3 <br />D.4 <br />EXISTING GATE TO REMAIN. CLEAN AND REPAIR AS NEEDED.D.5 <br />D.5 <br />D.2 <br />3DOG KENNEL SHELTER DEMOLITION PLAN 1/4" = 1'-0" <br />SCALE <br />C.3 <br />7DOG KENNEL SHELTER CONSTRUCTION PLAN 1/4" = 1'-0" <br />SCALE11DOG KENNEL SHELTER REFLECTED CEILING PLAN 1/4" = 1'-0" <br />SCALE <br />C.7 <br />15DOG KENNEL SHELTER ROOF PLAN 1/4" = 1'-0" <br />SCALE <br />C.8 <br />NEW GFCI EXTERIOR RATED DUPLEX. PROVIDE WATER RESISTANT COVER. SEE ELECTRICAL DRAWINGS.C.5 <br />C.7 <br />NEW TRENCH DRAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. <br />4DOG KENNEL SHELTER SECTION/ELEVATION 1/4" = 1'-0" <br />SCALE <br />1/4" PER FOOT <br />MIN. SLOPE <br />C.7 <br />1/8" = 1'-0" <br />A-0.8 <br />C.8 <br />NEW CEILING MOUNTED LIGHT. MANUFACTURER: LITONIA LIGHTING. MODEL: CONTRACTOR SELECT CANOPY LIGHTING. SEE ELECTRICAL <br />PLANS FOR MORE INFORMATION. <br />C.9 <br />NEW STEEL ROOF FRAMING PER STRUCTURAL. PAINT WITH TWO COATS PRIMER AND 2 COATS FINISH PAINT. COLOR: TBD <br />C.10 <br />NEW MINI-V-BEAM METAL PANEL ROOF. MANUFACTURER: AEP SPAN. CLASS "C" (UL DESIGN: TGFU.R16747) OR APPROVED EQUAL. PROVIDE <br />2% MIN. SLOPE. PAINT WITH RUST INHIBITIVE PAINT. <br />C.11 <br />NEW PRE-FINISHED 6" METAL GUTTER AND DOWNSPOUT. CONNECT DOWNSPOUT TO DRAIN PIPE. SEE CIVIL. <br />C.12 <br />NEW ROOF SUPPORT HSS LEDGER ATTACHED TO BUILDING WALL. SEE STRUCTURAL DRAWINGS. <br />D.1 <br />C.4 <br />C.2 <br />C.6 <br />C.5 <br />C.11 <br />D.3 <br />C.10 <br />TYP. <br />C.9 <br />C.10 <br />(N) SLOPE <br />1/4"/1'-0" MIN. <br />(N) SLOPE <br />1/4"/1'-0" MIN. <br />C.1 <br />C.1 <br />C.5 <br />RO <br />O <br />F <br /> <br />S <br />U <br />P <br />P <br />O <br />R <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />E <br />Q <br />. <br /> <br />S <br />P <br />A <br />C <br />E <br />D <br />SE <br />E <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />C.2 <br />C.2 <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />SLOPE <br />(1/4" PER <br />FOOT MIN.) <br />TYP. <br />EQ.EQ. <br />CL <br />CL <br />SLOPE <br />1/4" PER FOOT MIN. <br />SLOPE <br />1/4" PER FOOT MIN. <br />4 <br />- <br />4 <br />- <br />4 <br />- <br />4 <br />- <br />C.6 <br />NEW METAL PLATE BOLTED TO TOP OF EXISTING CMU WALL TO SUPPORT ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS. <br />C.12 <br />D.2 C.3 <br />C.8 <br />C.9 <br />C.1 <br />CL <br />CL <br />CL <br />6' <br />- <br />0 <br />" <br />EQ <br />. <br />EQ <br />. <br />EQ <br />. <br />6' <br />- <br />0 <br />" <br />INTERIOR EXTERIOR <br />DOG KENNEL <br />C.13 NEW METAL CLOSURE ANGLE AROUND ROOF SUPPORT STRUCTURE. SEE STRUCTURAL DRAWINGS. <br />C.13 <br />SLOPE <br />1/4" PER FOOT MIN. <br />SLOPE <br />1/4" PER FOOT MIN. <br />SLOPE <br />1/4" PER FOOT MIN. <br />C.7 <br />TYP.CL <br />EQ <br />. <br />EQ <br />. <br />EQ.EQ. <br />EQ <br />. <br />EQ <br />. <br />8SCALE <br />1/4" = 1'-0" <br />C.8 <br />TYP. <br />4'-0" <br />7' <br />- <br />4 <br />" <br />AL <br />I <br />G <br />N <br /> <br />W <br />I <br />D <br />T <br />H <br /> <br />W <br />I <br />N <br />D <br />O <br />W <br /> <br />F <br />R <br />A <br />M <br />E <br />12'-3" <br />ALIGN WITH CMU WALL (V.I.F.) <br />51 <br />' <br />- <br />3 <br />" <br />AL <br />I <br />G <br />N <br /> <br />W <br />I <br />T <br />H <br /> <br />C <br />M <br />U <br /> <br />W <br />A <br />L <br />L <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />D.3 <br />D.2 <br />GRADE <br />+0'-0" <br />T.O. EXISTING CMU WALL <br />+10'-0" <br />C.9 <br />C.10 <br />C.3 <br />D.5 <br />EXISTING BUILDING DOOR TO REMAIN.D.6 <br />D.6 <br />D.4 <br />D.6 <br />D.4 <br />C.3 <br />C.3 <br />DOG KENNEL SHELTER ELEVATION <br />C.10 <br />8 <br />- <br />8 <br />- <br />8 <br />- <br />8 <br />- <br />C.3 <br />C.3 <br />C.10 <br />C.14 PROVIDE SHEET METAL FLASHING AND COUNTERFLASHING. PROVIDE SEALANT. <br />C.15 PROVIDE VAPOR BARRIER UNDER SLAB. SEE STRUCTURAL. <br />C.15 <br />C.14 <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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