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88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 2 6 R @6 . 9 " E A . UP TEXT 12 " C O N C R E T E W A L L STAIR 2 LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 10 " 47'-2"28'-8"23'-0"14'-10 3/8"9'-5 5/8"6'-3 1/2" 4 1/2" 2 3/4" 115'-1 1/2"14'-8 1/2"2 3/8" 8 1/2" 3'-3" 14 ' - 6 1 / 2 " 6' - 9 " 4' - 4 " 5' - 6 " 6' - 0 " 5' - 0 " 3' - 0 " 4' - 1 1 / 2 " 3' - 0 " 11 ' - 4 1 / 2 " 6' - 0 " 3' - 0 1 / 2 " 5' - 5 1 / 2 " 2' - 9 1 / 2 " 3' - 0 " 7' - 5 1 / 2 " 3' - 0 " 5' - 1 " 3' - 0 " 6' - 1 0 " 4'-1 1/2"6'-0"4'-4"6'-0"5'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"4'-4"6'-0"5'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"4'-4"6'-0"3'-4" 10"3'-3"2'-3"8'-3"4 1/2"8"2'-10"6'-0"9'-2"23'-0"2'-11"9'-0"2'-11 3/8"41'-0"10" 10"15'-1"2'-0"23'-11"10"6'-8"8"7'-2"8"15'-1"2'-0"23'-0"2'-0"15'-1" 8"4'-10"10"5'-5 1/2" 10 " 4' - 4 " 8" 33 ' - 1 1 " 1' - 0 " 26 ' - 0 " 1' - 0 " 20 ' - 3 " 10 " 20 ' - 1 0 " 8" 9' - 1 0 " 8" 4' - 2 1 / 2 " 3' - 3 " 1' - 0 1 / 2 " 26 ' - 3 " 1' - 0 " 21 ' - 1 " 20 ' - 3 " 1' - 0 " 26 ' - 0 " 1' - 0 " 18 ' - 1 " 10 " 6' - 1 1 " 35 ' - 7 1 / 2 " 16 ' - 1 1 / 2 " 9' - 4 " 20 ' - 1 0 " 4' - 1 0 " 5' - 0 " 7' - 6 " 3' - 0 " 3' - 3 1 / 2 " 10 ' - 6 " 6' - 7 7 / 8 " 9' - 5 5 / 8 " 8" 4 1/2" 1'-0" 8"9"3'-6"2'-1" 8" 1'-8 1/2" 1'-0"4'-0"3'-3"1'-0 1/2" 4'-6"8"8'-8 1/2"1'-0"7'-7 1/2" 4 1 / 2 " 6' - 3 " 6' - 0 1 / 2 " 10 1 / 2 " 3' - 3 " 10 1 / 2 " 9' - 1 0 1 / 2 " 17 ' - 6 1 / 2 " 1' - 0 " 8' - 9 " 10 " 9' - 4 " 8" 8" 7'-0" 23'-11"2'-0"28'-2"2'-0"24'-10"2'-0"15'-11"10"14'-5 1/2"1'-0"13'-10 1/2"10" 11'-4" 10" 4'-1 5/8" 8" 8" 4' - 0 " 3' - 3 " 6' - 2 " 8" 10 " 11"11" 30 ' - 1 1 " 37 ' - 1 " 45° 3'-9" 6'-0" 3'-7 3 / 4 " 20 ' - 1 0 " 10 ' - 6 " 19 ' - 8 " 21 ' - 7 " 45 ° 3 8 TYP 9 5'-0"5'-0" 10 " 10 " 10" 5 5 / 8 " 6' - 7 7 / 8 " 8' - 6 " 10 TYP 10 11 11 TYP 10 " 10 " 4 TYP 7 TYP 7 TYP 7 TYP 1' - 6 " 8" 4 1/2" 6 5'-0" 6 5'-0" 6 5'-0" 6 1'-6" 6 1'-6" 7 TYP 7TYP 7 TYP 14 TYP 7 TYP 5' - 0 " 15 15 TYP 15 TYP 15 TYP 18'-10" 10"17'-4"8" 16 10" 14 TYP 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.1 GROUND SLAB PLAN SCALE: 1/8" = 1'-0" GROUND FLOOR OVERALL SLAB PLAN SLAB LEGEND SLAB ON GRADE. SEE STRUCTURAL DWGS FOR REINFORCEMENT AND HARDWARE. CONCRETE SLAB COMMOM OPEN DECK SLOPED 2% MIN. AND SHALL DIRECT ALL WATER TO DRAINAGE, (NO STANDING WATER ALLOWED.) FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC, REFER TO STRUCTURAL DRAWINGS. POUR IN PLACE CONCRETE WALL MAT SLAB, SEE STRUCTURAL DRAWINGS ELEVATOR PIT HEIGHT, VERFY WITH MANUFACTURER REQUIREMENTS. INDICATES STEP - SEE PLAN FOR HEIGHT. AT DOORS, FLOOR OR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 2%, IN ANY DIRECTION AWAY FROM THE PRIMARY ENTRANCE OF THE DWELLING UNIT FOR DRAINAGE. INDICATES 0" STEP (FLUSH) INDICATES CURB WITH STEP ON EACH SIDE. SEE PLANS FOR HEIGHT. +2"INDICATES SLAB HEIGHT IN RELATION TO PRIMARY SLAB FINISH HEIGHT 0" X" X"X" SLAB KEYNOTES FLOOR DRAIN SLAB PLAN NOTES SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. THIS BUILDING IS TO BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM IN ACCORDANCE WITH C.B.C. CHAPTER 9, AND N.F.P.A SPECIFICATION 13. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS, AND FIRE DEPARTMENT NOTES. ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 2. 3. 4. 5. 6. 7. 1. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 9. SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS10. AUTOMATIC FIRE ALARM SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND CITY OF LOS ANGELES FIRE DEPARTMENT STANDARDS. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS 8. FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC. SEE STRUCTURAL DRAWINGS TOP OF ALL CURBS SHALL BE SAME AS FINISH FLOOR AT UNITS UNO. REFER TO ARCHITECTURAL PLANS AND UNIT PLANS FOR EXACT DIMENSIONS OF PATIOS AND ARCHITECTURAL PERIMETER WALLS INDICATES SLOPE DIRECTION OF STRUCTURAL SLAB. ALL SLOPES SHALL BE AS REQUIRED TO MEET CHANGE IN ELEVATION BUT NEVER LESS THAN 1.7 % AND NO GREATER THAN 2%. (CLARIFY DISCREPANCIES WITH ARCHITECT AS SOON AS THEY ARE DISCOVERED) SLOPE COLUMN CAP ABOVE, SEE STRUCTURAL DRAWINGS SLAB OPENINGS, REFER TO STRUCTURAL DRAWINGS 4 3 2 1 5 6 7 8 TRANSFORMER CONCRETE PAD9 10 11 12 CHANNEL DRAIN 13 INDICATES POUR IN PLACE, CONCRETE COLUMNS AND PODIUM SLAB - REFER TO STRUCTURAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS PODIUM SLAB, SEE STRUCTURAL DRAWINGS DRAIN INLET WITH OVERFLOW. POUR IN PLACE CONCRETE LOW WALL, SEE PLAN FOR HEIGHT DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. CONCRETE COLUMN14 LINE OF FLOOR ABOVE15 16 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS NO R T H 1