My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
625 S Cypress Ave - Plan
PBA
>
Building
>
ProjectDox
>
C
>
Cypress Ave
>
625 S Cypress Ave
>
625 S Cypress Ave - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2026 11:14:09 AM
Creation date
2/24/2026 11:13:50 AM
Metadata
Fields
Template:
Plan
Permit Number
20183537
30147573
40139358
101120230
Full Address
625 S Cypress Ave
Street Number
625
Street Direction
S
Street Name
Cypress
Street Suffix
Ave
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.
/
335
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
REF. <br />T <br />FC <br />-2 <br />T <br />FC <br />-4 <br />TFC-3 <br />T FC-1 <br />T FC-5 <br />PLAN LEGENDKEYNOTES <br />1-HOUR RATED WALL <br />-EXTERIOR WALLS ALONG GRIDS 1 AND 3 ARE TO BE 1-HOUR FIRE- <br />RESISTANCE RATED DUE TO FIRE SEPARATION DISTANCE <br />-EXTERIOR OPENINGS ARE TO BE PROTECTED BY AN EXTERIOR <br />FIRE SPRINKLER SYSTEM PER CHBC 8-402.1 (DEFERRED SUBMITTAL) <br />EXISTING WOOD STUD WALL TO REMAIN <br />-NEW GYP BD SHEATHING ON INTERIOR SIDE(S) OF ALL (E) WALLS, TYP. <br />-ALL EXTERIOR WALLS TO RECEIVE R-19 BATT INSULATION <br />GENERAL NOTES <br />1. REFER TO ADDITIONAL NOTES ON SHEET T0.01. <br />2. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON THE DRAWINGS. <br />NOTIFY THE ARCHITECT IMMEDIATELY OF VARIATIONS OR DISCREPANCIES. DO NOT PROCEED <br />WITH AFFECTED WORK UNTIL THE VARIATIONS OR DISCREPANCIES ARE RESOLVED BY THE <br />ARCHITECT. <br />3. RESTORE ALL SURROUNDING AREAS AFFECTED BY THE WORK. PROTECT ALL EXISTING ITEMS <br />THAT ARE TO REMAIN. <br />4. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DIMENSIONS SHOWN AT (E) CONDITIONS <br />ARE TO FACE OF (E) FINISH. DIMENSIONS AT NEW WORK ARE TO FACE OF FRAMING, U.O.N. <br />DIMENSIONS OF (E) CONDITIONS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE <br />CONTRACTOR IN THE FIELD. WHERE NO DIMENSION IS PROVIDED CONSULT WITH THE <br />ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH AFFECTED WORK. <br />5. NEW WALL SURFACES SHALL ALIGN WITH EXISTING, ADJACENT OR ADJOINING SURFACES, <br />U.O.N. JOINTS SHALL BE SMOOTH WITH NO VISIBLE JOINTS. <br />6. CONTRACTOR SHALL VERIFY "CENTERLINE" AND "MATCHLINE" ALIGNMENTS OF ALL <br />ARCHITECTURAL ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY <br />DISCREPANCIES BEFORE PROCEEDING. <br />7. DOORS SHALL BE LOCATED SO AS TO ALLOW A FULL 90 DEGREE OPENING AT A MAXIMUM OF 4" <br />FROM ADJACENT WALLS OR PARTITIONS WITHOUT INTERFERENCE FROM LATCHSETS, DOORS, <br />OR OTHER HARDWARE. <br />8. COORDINATE LOCATION AND PROVIDE BLOCKING, BACKINGS AND/OR REINFORCEMENTS IN <br />PARTITIONS FOR ALL CABINETS, COUNTERTOPS AND ANY WALL MOUNTED ITEMS. REFER TO <br />ELEVATIONS AND DETAILS FOR LOCATIONS OF WALL STANDARDS AND OTHER SUPPORTS. <br />9. WHERE ORIGINAL MATERIALS REMAIN AND ARE SALVAGEABLE, ORIGINAL MATERIALS SHALL BE <br />REPAIRED AS NEEDED. IF DETERIORATION IS BEYOND REPAIR OR ORIGINAL BUILDING <br />FEATURES ARE MISSING, ALL NEW MATERIALS SHALL MATCH ORIGINALS AS CLOSE AS <br />POSSIBLE AND MEET THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION. <br />10. ALL DOORS AND WINDOWS PLACEMENT IS SHOWN PER THE ORIGINAL DRAWINGS AND HAVE <br />NOT BEEN VERIFIED FOR AS-BUILT LOCATIONS DUE TO THE SECURITY MEASURES IN PLACE ON <br />THE EXTERIOR OF THE BUILDING. <br />11. DOORS HAVE BEEN REMOVED AND SOME WINDOW CASING REMAINS IN SOME OF THE <br />WINDOWS. COMPLETE INTACT WINDOWS HAVE NOT BEEN VERIFIED DUE TO SECURITY <br />MEASURES IN PLACE ON SITE. <br />12. WHERE DOORS AND WINDOWS ARE NO LONGER IN PLACE, NEW WOOD DOOR AND WINDOWS <br />ARE TO BE INSTALLED TO MATCH ORIGINAL DRAWINGS.PROPERTY LINE <br />CONCRETE SLAB ON GRADE INFILL OVER VAPOR RETARDER, REFER TO <br />STRUCTURAL DRAWINGS AND GEOTECH REPORT <br />3" DEPRESSED CONCRETE SLAB ON GRADE OVER VAPOR RETARDER FOR TILE <br />FLOOR FINISH; SLOPE TO DRAIN 1/8" PER FOOT MIN.; REFER TO STRUCTURAL <br />DWGS AND GEOTECH REPORT <br />1i <br />xx <br />00 <br />WALL TYPE TAG, REFER TO <br />WINDOW TAG, REFER TO SHEET A6.02 FOR WINDOW SCHEDULE <br />DOOR TAG, REFER TO SHEET A6.00 FOR DOOR SCHEDULE <br />SHEAR WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS <br />5 <br />A5.03 <br />THERMOSTAT, REFER TO MECHANICAL DRAWINGST <br />2x WOOD STUDS @ 16" O.C., MATCH ADJACENT WALL ASSEMBLY <br />A2.01 <br />2 <br />1 <br />A3.00 <br />1 <br />A3.01 <br />A2.002 <br />A2.02 <br />2 <br />A2.00 4 <br />2 <br />A3.01 <br />2 <br />A3.00 <br />1 <br />2 <br />3 <br />A B C D E F <br />A4.00 <br />1 <br />8" <br />15 <br />' <br /> <br />- <br /> <br />8 <br />" <br />25 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />3 <br />" <br />42 <br />' <br /> <br />- <br /> <br />7 <br />" <br />72' - 5"18' - 10" <br />26 <br />' <br /> <br />- <br /> <br />6 <br />" <br />14 <br />' <br /> <br />- <br /> <br />9 <br />" <br />1"7' - 1"18' - 0"22' - 6"23' - 7"18' - 6"7" <br />90' - 4" <br />10' - 9" <br />1006 SF <br />MULTI-PURPOSE <br />ROOM A <br />02 <br />212 SF <br />ENTRY / CHECK <br />IN OFFICE <br />01 <br />348 SF <br />TRAINING ROOM <br />B <br />03 <br />HALLWAY <br />04 <br />375 SF <br />TRAINING ROOM <br />C <br />05 <br />HALLWAY <br />06 <br />WOMENS <br />07 <br />MENS <br />09 <br />273 SF <br />OFFICE AND <br />BREAKROOM <br />10 <br />RESTROOM <br />11 <br />JANITOR <br />12 <br />03 <br />02 <br />01 <br />12 <br />04 <br />05 <br />14 <br />16 <br />18 <br />17 <br />07 <br />20 <br />21 <br />13 <br />15 <br />19 <br />24 23 22 21 20 18 <br />9 <br />8 <br />1514 <br />13121165432710 <br />25 <br />16 <br />1 <br />A4.01 <br />1 <br />A4.01 <br />A. <br />B. <br />C. <br />D. <br />A4.02 <br />A. <br />B. <br />C. <br />D. <br />A4.03 <br />A <br />B <br />C <br />D <br />A4.04 <br />A <br />B <br />C <br />D <br />A4.02 <br />A <br />B <br />C <br />D <br />A4.04 <br />A. <br />B. <br />C. <br />D. <br />A4.02 <br />A <br />B <br />C <br />D <br />ALIGN ALIGN ALIGN <br />08-02 <br />08-02 <br />08-03 <br />08-05 <br />08-05 <br />08-04 <br />08-0108-0108-01 08-01 <br />TYP. <br />32-06 <br />06-01 06-0106-01 <br />17 <br />07-07 <br />07-05 <br />07-06 07-06 <br />09-02 <br />09-01 <br />09-02 <br />09-02 <br />2 <br />A1.00 <br />10 <br />' <br /> <br />- <br /> <br />2 <br />" <br />09 <br />-01 <br />.06-02 <br />3 <br />A1.00 <br />TYP. <br />02-04 <br />TYP. <br />02-04 TYP. <br />02-04 TYP. <br />02-04 <br />TYP. <br />02-04 <br />08-06 <br />A2.01 <br />11 <br />1' - 0" <br />SH <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />WA <br />L <br />L <br /> <br />D <br />E <br />P <br />T <br />H <br /> <br />A <br />S <br />RE <br />Q <br />U <br />I <br />R <br />E <br />D <br /> <br />F <br />O <br />R <br />06-01 <br />19.1 <br />10-04 <br />26-02 <br />23-03 <br />08-08 <br />26-01 <br />MI <br />N <br /> <br />C <br />L <br />R <br />1' <br /> <br />- <br /> <br />6 <br />" <br />23-03 <br />A5 <br />A5r A2r <br />A2br A2r A2br A4rA2r A4br A3r A3r A1rA2r <br />G1 <br />G2 <br />G3G4 <br />A2 <br />A2b <br />A2 <br />A1 <br />A1 A2br A2r <br />B2 <br />B1b B1 <br />A2r A2br <br />B1b B1bB1 <br />B1 <br />A2r <br />A2br <br />B1 <br />B1 <br />A2br <br />A1 <br />B2 <br />B1 <br />B4 <br />A1 <br />A2 <br />A2b <br />A2 <br />A2b <br />A1 <br />B1 <br />B3 <br />B1 <br />B1 <br />14' - 4"24' - 10"5' - 0"26' - 7" <br />(E <br />) <br /> <br /> <br />1 <br />5 <br />' <br /> <br />- <br /> <br />7 <br />" <br /> <br />V <br />I <br />F <br />2' - 1" <br />(E <br />) <br /> <br />1 <br />5 <br />' <br /> <br />- <br /> <br />7 <br />" <br /> <br />V <br />I <br />F <br />(E <br />) <br /> <br />2 <br />4 <br />' <br /> <br />- <br /> <br />3 <br />" <br /> <br />V <br />I <br />F <br />43' - 1"9' - 7"2' - 1"8' - 2"1' - 4" <br />1' - 6" <br />7' - 3"10' - 3" <br />(E <br />) <br /> <br />2 <br />5 <br />' <br /> <br />- <br /> <br />1 <br />" <br /> <br />V <br />I <br />F <br />7' <br /> <br />- <br /> <br />9 <br />" <br />5' <br /> <br />- <br /> <br />1 <br />" <br />3' - 3"3' - 3"11' - 8" <br />EQ EQ <br />4" <br />4"4" <br />A5 <br />Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />JD/AP <br />As indicated <br />4/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />9 <br />: <br />2 <br />1 <br />: <br />2 <br />4 <br /> <br />P <br />M <br />A1.00 <br />PROPOSED FLOOR <br />PLAN <br />23004 <br />CYPRESS CENTER <br />RESTORATION <br />CITY OF SANTA ANA <br />1/17/2025 <br />625 S. CYPRESS AVE. <br />SANTA ANA, CA 92701 <br />0'8'4'4' <br />1/4" = 1'-0"A1.00 <br />1 FLOOR PLAN - NEW <br />02-04 (E) SCORED SLAB TO REMAIN; CLEAN, PATCH AND REPAIR TOPPING SLAB AS REQUIRED FOR <br />SMOOTH FLOOR SURFACE, ASSUME 10% OF SLAB WILL NEED TO BE PATCHED; REFER TO <br />FINISH PLAN FOR SCORED PATTERN <br />06-01 WOOD COLUMN, REFER TO STRUCTURAL DWGS. <br />06-02 REPAIR AND PATCH (E) WALL STUDS AND 1x6 SHEATHING; REFER TO STRUCTURAL DRAWINGS <br />FOR REPAIR DETAIL <br />07-05 DOWNSPOUT AND CONDUCTOR HEAD WITH ALL NEW MATERIALS TO MATCH ORIGINAL AS <br />CLOSE AS POSSIBLE <br />07-06 DOWNSPOUT AND CONDUCTOR HEAD WITH ALL NEW MATERIALS TO MATCH ORIGINAL AS <br />CLOSE AS POSSIBLE TO CONNECT TO ROOF DRAIN; REPLACE OVERFLOW SCUPPER IN (E) <br />LOCATION <br />07-07 (E) UPPER DOWNSPOUT AND CONDUCTOR HEAD TO BE SALVAGED, CLEANED AND RESTORED; <br />REPLACE MISSING LOWER DOWNSPOUT WITH ALL NEW MATERIALS TO MATCH ORIGINAL AS <br />CLOSE AS POSSIBLE <br />08-01 REPOSITION EXISTING WINDOW OPENING TO MATCH ADJACENT WINDOW AND SILL HEIGHTS <br />DUE TO NEW INTERIOR LAYOUT <br />08-02 INFILL PREVIOUS DOOR OPENING WITH NEW WINDOW TO MATCH ADJACENT DOUBLE HUNG <br />WINDOWS <br />08-03 INFILL PREVIOUS WINDOW; SALVAGE WINDOW AND CASING FOR REUSE AND RELOCATE TO <br />REAR ELEVATION <br />08-04 INFILL AT PREVIOUS NON-ORIGINAL DOOR OPENING <br />08-05 RELOCATED SALVAGED WINDOW SET FROM SOUTH ELEVATION <br />08-06 RELOCATED SALVAGED WINDOW FROM NORTH ELEVATION <br />08-08 ACCESSIBLE DOOR ACTUATOR PUSH PLATE, POLE MOUNTED. <br />09-01 REPAIR AND PATCH (E) WALL STUDS, 1x6 SHEATHING AND PLASTER WALL FINISH; ALL NEW <br />MATERIALS SHALL MATCH ORIGINAL AS CLOSE AS POSSIBLE; REFER TO STRUCTURAL <br />DRAWINGS FOR REPAIR DETAIL <br />09-02 PATCH AND REPAIR PLASTER FINISH, ALL NEW MATERIALS SHALL MATCH ORIGINAL AS CLOSE <br />AS POSSIBLE IN FINISH AND TEXTURE <br />10-04 RECESSED FIRE EXTINGUISHER CABINET <br />23-03 HVAC CONDENSING UNIT, FLOOR MOUNTED TO 6" CONCRETE HOUSEKEEPING PAD, REFER TO <br />MECHANICAL & STRUCTURAL DWGS. <br />26-01 PANELBOARD, REFER TO ELECTRICAL DRAWINGS <br />12" = 1'-0"A1.00 <br />2 PLASTER REPAIR WORK <br />12" = 1'-0"A1.00 <br />3 STRUCTURAL REPAIRS <br />26-02 MAIN METER/ MAIN DISTRIBUTION PANELBOARD MOUNTED TO 4" CONCRETE HOUSEKEEPING <br />PAD, REFER TO ELECTRICAL AND STRUCTURAL DRAWINGS <br />32-06 8'-0" TALL METAL FENCE AT SIDES AND REAR PERIMETER OF SITE <br />No. Description Date <br />DESIGN DEVELOPMENT 1/12/2024 <br />75% CD 3/15/2024 <br />90% CD 5/14/2024 <br />PERMIT SET 5/17/2024 <br />OCFA SUBMITTAL 9/26/2024 <br />BACKCHECK SET 1/17/2024 <br />BACKCHECK SET_V2 4/8/2025
The URL can be used to link to this page
Your browser does not support the video tag.