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OPEN TO <br />MULTI-PURPOSE <br />ROOM A <br />11 <br />PT11 <br />WB4 <br />2' - 0"26-06 <br />PT11 <br />WB4 <br />6"4' - 6" <br />26-06 <br />26-07 <br />2 <br />04 <br />PT11 <br />WB4 <br />6"2' - 4" <br />1 <br />03 <br />PT11 <br />WB4 <br />EX2 <br />10-05 <br />OPEN TO <br />MULTI-PURPOSE <br />ROOM A <br />9' <br /> <br />- <br /> <br />1 <br />1 <br />" <br />PT11 TYP. <br />13 <br />FILLER <br />+/- 1"6' - 10" <br />FILLER <br />+/- 1" <br />WB4 BASE <br />PT11 TYP <br />SSM1 COUNTERTOP <br />WD2 CASEWORK <br />8 <br />A5.07 <br />710 <br />05 <br />PT11 TYP. <br />10-05 <br />EX1 <br />FILLER <br />+/- 1"6' - 10" <br />FILLER <br />+/- 1" <br />8 <br />A5.07 <br />4' <br /> <br />- <br /> <br />0 <br />" <br />PT11 TYP. <br />WB2 BASE <br />SSM1 COUNTERTOP <br />WD2 CASEWORK <br />26-01 <br />1' - 6" <br />26-06 <br />16 17 <br />22-06 <br />10-15 <br />10-15 <br />WB2 <br />PT11 TYP. <br />12 <br />A5.00 <br />EQ EQ <br />7' <br /> <br />- <br /> <br />0 <br />" <br />EQEQ <br />26-06 <br />18 <br />PT11 TYP. <br />WB2 <br />PT11 <br />WB2 <br />OPEN TO <br />MULTI-PURPOSE <br />ROOM A <br />PT11 <br />WB2 <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 ARE <br />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. REFER TO DETAIL FOR TYPICAL MOUNTING HEIGHTS. <br />A. ALL BASE LEVEL WALL OUTLETS TO BE MOUNTED 15" MIN. FROM FINISH FLOOR, U.N.O. <br />ALL FINAL OUTLET LOCATIONS TO BE VIF W/ ARCHITECT. <br />B. ALL COUNTER LEVEL WALL OUTLETS TO BE MOUNTED 46" MAX. FROM FINISH FLOOR, <br />U.N.O. ALL FINAL OUTLET LOCATIONS IN DECORATIVE TILE BACKSPLASH TO BE VIF W/ <br />ARCHITECT. <br />C. ALL LIGHT SWITCHES TO BE 6" O.C. FROM EDGE OF CASING OR WALL AND MOUNTED 48" <br />MAX. FROM FINISH FLOOR, U.N.O. ALL FINAL SWITCH LOCATIONS TO BE VIF W/ <br />ARCHITECT. <br />6. COORDINATE LOCATION AND PROVIDE BLOCKING, BACKINGS AND/OR REINFORCEMENTS IN <br />PARTITIONS FOR ALL CABINETS, COUNTERTOPS AND ANY WALL MOUNTED ITEMS. <br />KEYNOTES <br />/17 A5.00 <br />LEGEND <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 />NEW CONCRETE SLAB ON GRADE INFILL, REFER TO STRUCTURAL DRAWINGS <br />NEW DEPRESSED CONCRETE SLAB ON GRADE FOR NEW TILE FLOOR FINISH; <br />SLOPE TO DRAIN 1/8" PER FOOT MIN.; REFER TO STRUCTURAL DWGS. <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 />NEW SHEAR WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS <br />FINISH MATERIAL TAG, REFER TO SHEET A6.10 FOR FINISH SPECIFICATIONSXX-0 <br />5 <br />A5.03 <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 />2x WOOD STUDS @ 16" O.C., MATCH ADJACENT WALL ASSEMBLY <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 />2 <br />: <br />1 <br />3 <br /> <br />P <br />M <br />A4.02 <br />INTERIOR <br />ELEVATIONS <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 />A B C D <br />A B <br />C D <br />A B C D <br />3 HALLWAY #04 INTERIOR ELEVATIONS <br />1/2" = 1'-0" <br />2 HALLWAY #06 INTERIOR ELEVATIONS <br />1/2" = 1'-0" <br />1 ENTRY / CHECK IN OFFICE INTERIOR ELEVATIONS <br />1/2" = 1'-0" <br />10-05 EXIT SIGN, REFER TO T2.00 EGRESS/SIGNAGE PLAN <br />10-15 RESTROOM SIGNAGE, REFER TO T2.00 EGRESS/SIGNAGE PLAN <br />22-06 HI/LOW DRINKING FOUNTAIN AND BOTTLE FILLER, REFER TO PLUMBING DWGS. <br />26-01 PANELBOARD, REFER TO ELECTRICAL DRAWINGS <br />26-06 POWER OUTLET, REFER TO ELECTIRCAL DWGS. <br />26-07 DATA OUTLET, REFER TO ELECTRICL DWGS. <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