My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1700 E St Andrew Pl - Plan
PBA
>
Building
>
ProjectDox
>
S
>
St Andrew Pl
>
1700 E St Andrew Pl
>
1700 E St Andrew Pl - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/13/2025 1:13:16 AM
Creation date
6/6/2025 7:22:23 AM
Metadata
Fields
Template:
Plan
Permit Number
20182190
30146952
40138878
Full Address
1700 E St Andrew Pl
Street Number
1700
Street Direction
E
Street Name
St Andrew
Street Suffix
Pl
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
471
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
5"x5"x1/4" STEEL PLATE. <br />(N) POST EXTENSION, AS REQUIRED. WELDED TO <br />STEEL PLATE. <br />(N) 1-1/2" DIA. STEEL PIPE. <br />1" <br />3" <br />1" <br />1"3"1" <br />EQ.EQ. <br />(4) 3/8" THRU-BOLT <br />1-1/2" DIA. STEEL STD. PIPE HORIZONTAL <br />GUARDRAIL MEMBERS @ 4" O.C. MAX. TYP. <br />POWDER COATED FINISH, COLOR: GRAPHITE. <br />1-1/2" DIA. STEEL STD. PIPE @ 4'-0" O.C. MAX. <br />WELDED TO STEEL PLATE. GRIND SMOOTH ALL <br />WELDS. POWDER COATED FINISH, COLOR: <br />GRAPHITE. <br />J-MOLD <br />FLOOR FINISH PER FINISH PLAN. <br />3/4" PLYWOOD SHEATHING <br />FLOOR FRAMING PER STRUCTURAL DRAWINGS <br />(4) 3/8" DIA. THRU-BOLTS. SEE DETAIL 11C/-. <br />BLOCKING <br />RUBBER STAIR NOSING BY JOHNSONITE <br />5" X 5" X 1/4" STEEL PLATE. POWDER COATED <br />FINISH, COLOR: GRAPHITE. <br />B CONNECTION @ PLATFORM C THRU-BOLT CONNECTION <br />HSS STRUCTURAL SUPPORT BEAM. SEE <br />STRUCTURAL DRAWINGS. <br />4" <br />O. <br />C <br />. <br /> <br />M <br />A <br />X <br />. <br />1/4" <br />5"x5"x1/4" STEEL PLATE. POWDER COATED FINISH, <br />COLOR: GRAPHITE. <br />1-1/2" DIA. STEEL STD. PIPE @ 4'-0" O.C. MAX. <br />WELDED TO STEEL PLATE. GRIND SMOOTH ALL <br />WELDS. POWDER COATED FINISH, COLOR: <br />GRAPHITE. <br />1-1/2" DIA. STEEL STD. PIPE HORIZONTAL <br />GUARDRAIL MEMBERS @ 4" O.C. MAX. TYP. <br />POWDER COATED FINISH, COLOR: GRAPHITE. <br />A CONNECTION @ CATWALK <br />(4) 3/8" DIA. THRU-BOLTS. SEE DETAIL 11C/-. <br />BAR GRATING FLOORING FASTENED TO <br />STRUCTURE BELOW PER MANUF. <br />RECOMMENDATION. <br />MCHNICHOLS STAINLESS STEEL J1 HOLD-DOWN <br />CLIP AND FASTENER. INSTALL PER MANUF. <br />RECOMMENDATION. <br />MCNICHOLS FLAT BAR BANDING AT EXPOSED <br />EDGES. MATCH HEIGHT AND MATERIAL OF <br />GRATING. <br />4" <br />O. <br />C <br />. <br /> <br />M <br />A <br />X <br />. <br />4" <br />O. <br />C <br />. <br /> <br />M <br />A <br />X <br />. <br />4" <br />O. <br />C <br />. <br /> <br />M <br />A <br />X <br />. <br />·GYPSUM BOARD ASSEMBLIES <br /> GYPSUM ASSOCIATION OR EQUAL <br /> AS PER I.C.C. # ESR - 1338. <br />LOAD-BEARING WALL - INSULATED <br /> LOAD BEARING WALL. SEE STRUCTURAL DWGS. <br />INSULATION - FIBERGLASS NOISE BARRIER <br />FRICTION FIT IN WALL FRAMING. <br />S1 <br />6" FLOOR JOISTS @ 16" O.C. SEE STRUCTURAL <br />DRAWINGS <br />3/4" PLYWOOD SHEATHING, SEE STRUCTURAL <br />DRAWINGS <br />FLOOR FINISH PER FINISH PLAN. <br />(1) LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE <br />(1) LAYER OF 1/2" 5-PLY STRUCTURAL SHEATHING <br />ON ONE SIDE, SEE STRUCTURAL DRAWINGS <br />6" METAL STUD @ 16" O.C. TYP. SEE STRUCTURAL <br />DRAWINGS <br />6" METAL BOTTOM TRACK WITH HILTI XU <br />SHOTPINS @ 16" O.C. TYP. SEE STRUCTURAL <br />DRAWINGS. <br />4" x 4" HSS COLUMN WHERE OCCURS. CENTER IN <br />WALL STUD, SEE STRUCTURAL DRAWINGS <br />3/4" PLYWOOD SHEATHING, SEE STRUCTURAL <br />DRAWINGS <br />METAL TOP TRACK. MATCH SIZE AND GA. OF <br />STUD, SEE STRUCTURAL DRAWINSG <br />11B <br />- <br />48" <br />MIN. WIDE <br />42 <br />" <br />MI <br />N <br />. <br /> <br />H <br />I <br />G <br />H <br />5"x5" HSS CATWALK SUPPORT COLUMN. FINISH: <br />POWDER COAT, COLOR: GRAPHITE. SEE <br />STRUCTURAL DRAWINGS. <br />L-5"x5" ANGLE @ 24" O.C. SUPPORTING CATWALK <br />WALKWAY. SEE STRUCTURAL DRAWINGS. <br />42" MIN. HIGH x 1-1/2" DIA. STEEL STD. PIPE <br />GUARDRAIL WITH POSTS @ 4'-0" O.C. MAX. <br />WELDED TO SIDE OF BEAM. HORIZONTAL <br />MEMBERS @ 4" O.C. MAX. TYP. FINISH: <br />POWDER COAT, COLOR: GRAPHITE. <br />BAR GRATING FLOORING FASTENED TO <br />STRUCTURE BELOW. INSTALL PER MANUF. <br />RECOMMENDATION. POWDER COAT FINISH, <br />COLOR: GRAPHITE. <br />4" <br /> <br />O <br />. <br />C <br />. <br />MA <br />X <br />. <br /> <br />T <br />Y <br />P <br />. <br />4" <br />12"x6" HSS CATWALK SUPPORT BEAM WELDED <br />TO COLUMN. FINISH: POWDER COAT, COLOR: <br />GRAPHITE. SEE STRUCTURAL DRAWINGS. <br />NOTE: <br />SAND ALL WELDS SMOOTH. PAINT. <br />11A <br />- <br />NOTE: <br />CONTRACTOR TO SUBMIT SHOP DRAWINGS <br />FOR ARCHITECT'S APPROVAL <br />MCNICHOLS FLAT BAR BANDING AT EXPOSED <br />EDGES. MATCH HEIGHT AND MATERIAL OF <br />GRATING. <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 />07/25/2024 BULLETIN 01 / DELTA 01 REVISION 1TO PERMIT <br />08/27/2024 DELTA 02 REVISION TO PERMIT 2 <br />BUILDING SECTION AND <br />DETAILS <br />A-20.4 <br />AS NOTED <br />2BUILDING SECTION @ CATWALK 1/4" = 1'-0" <br />SCALE <br />16 17 18 19 <br />HALLWAY <br />197 <br />TVS SCENARIO <br />TRAINING ROOM 02 <br />198 <br />TVS MAT <br />TRAINING ROOM 01 <br />161 <br />HALLWAY <br />236 <br />HALLWAY <br />237 <br />K9 MULTIPURPOSE <br />OFFICE <br />239 <br />OPEN WORK <br />AREA <br />209 <br />TVS RANGE SIM. <br />TRAINING ROOM 03 <br />196 <br />20.1 NEW PARTITION PER FLOOR PLAN AND WALL SCHEDULE ON SHEET A-2.0. <br />KEYNOTES <br />F.F. <br />±0' - 0" <br />T.O. SECOND FLOOR (K9 TRAINING) <br />±14' - 0 1/2" (V.I.F.) <br />T.O. SECOND FLOOR (OFFICE) <br />±14' - 5 3/4" (V.I.F.) <br />T.O. ROOF <br />±VARIES <br />1 1/2"EQ.GUARDRAIL POSTS @ 4'-0" O.C., TYP. = 20'-0"EQ.CL CL CL CL <br />1 1/2" <br />±71'-11" <br />CATWALK RUN (V.I.F.) <br />±6'-3" <br />PLATFORM WALKWAY <br />17 <br />- <br />1 1/2" <br />EQ.GUARDRAIL POSTS @ 4'-0" O.C., TYP. = 20'-0"EQ. <br />28'-0"28'-0"28'-0" <br />±27'-1" (V.I.F)±27'-7" (V.I.F.) <br />1 1/2" <br />1 1/2"EQ.4'-0"4'-0"EQ.1 1/2" <br />±16'-5" (V.I.F.) <br />17CATWALK SECTION DETAIL 1" = 1'-0" <br />SCALE <br />20.2 NEW 4'-0" MIN. WIDE CATWALK WITH BAR GRATING FLOOR, SEE CONSTRUCTION PLAN ON SHEET A-2.0B & A-2.1 FOR SPECIFICATION <br />AND FINISH. SLOPE CATWALK AS SHOWN AND AS CLOSE TO 2% IN DIRECTION OF TRAVEL (5% MAX. ALLOWED PER CODE) TO <br />ACCOMMODATE FOR FLOOR HEIGHT LEVEL DIFFERENCE. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. <br />20.3 NEW 5"X5" HSS COLUMNS SUPPORTING CATWALK. SEE CONSTRUCTION PLAN ON SHEET A-2.0B & A-2.1 FOR FINISH. SEE STRUCTURAL <br />DRAWINGS FOR MORE INFORMATION. <br />20.5 NEW 42" MIN. HIGH GUARDRAIL. SEE CONSTRUCTION PLAN ON SHEET A-2.1 FOR FINISH. <br />20.6 NEW PLATFORM WALKWAY. SEE CONSTRUCTION PLANS AND FINISH PLANS FOR MORE INFORMATION. SEE STRUCTURAL DRAWINGS. <br />20.7 NEW LOAD BEARING WALL SUPPORTING NEW WALKWAY. SEE CONSTRUCTION PLANS FOR MORE INFORMATION. SEE STRUCTURAL <br />DRAWINGS FOR MORE INFORMATION. <br />20.4 NEW 4"x4" HSS COLUMNS SUPPORTING WALKWAY. CENTER POSTS IN WALL STUDS. SEE CONSTRUCTION PLANS FOR MORE <br />INFORMATION. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. <br />20.1 <br />TYP. <br />20.1 <br />TYP. <br />20.1 <br />TYP. <br />20.2 <br />20.3 20.3 <br />20.4 <br />20.7 <br />20.5 <br />20.6 <br />11GUARDRAIL CONNECTION DETAIL 3" = 1'-0" <br />SCALE <br />8S1 WALL TYPE 3" = 1'-0" <br />SCALE <br />8 <br />- <br />2% MIN. - 5% MAX. SLOPE <br />NOTE: <br />CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR <br />ARCHITECT'S APPROVAL. <br />2% MIN. - 5% MAX. SLOPE <br />2% MIN. - 5% MAX. SLOPE <br />NOTE: <br />CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR <br />ARCHITECT'S APPROVAL. <br />NOTE: <br />SAND ALL WELDS SMOOTH. PAINT. <br />2 <br />2 <br />(B OCC.) <br />(B OCC.) <br />(B OCC.) <br />(B OCC.) <br />TO PERMIT <br />08/29/2024 DELTA 02 REVISION TO PERMIT 2 <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 <br />Pl10/8/2024
The URL can be used to link to this page
Your browser does not support the video tag.