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T.O SLAB <br />0'-0" AFF <br />B.O CEILING <br />9'-0" AFF <br />GRADE <br />T.O ROOF <br />14'-0" AFF <br />9' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />9' <br />- <br />0 <br />" <br />CL <br />E <br />A <br />R <br />T.O SLAB <br />0'-0" AFF <br />B.O CEILING <br />9'-0" AFF <br />GRADE <br />T.O ROOF <br />14'-0" AFF <br />9' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />9' <br />- <br />0 <br />" <br />CL <br />E <br />A <br />R <br />T.O SLAB <br />0'-0" AFF <br />B.O CEILING <br />9'-0" AFF <br />GRADE <br />T.O ROOF <br />14'-0" AFF <br />9' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />9' <br />- <br />0 <br />" <br />CL <br />E <br />A <br />R <br />MA <br />I <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />: <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />B <br />A <br />O <br /> <br /> <br />P <br />H <br />A <br />M <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />LICENSED ARCHITECT <br />STATEOF CALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />13 <br />1 <br />0 <br /> <br />N <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br /> <br />| <br /> <br /> <br />b <br />a <br />o <br />@ <br />b <br />p <br />d <br />o <br />- <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />. <br />c <br />o <br />m <br /> <br /> <br />| <br /> <br /> <br />7 <br />1 <br />4 <br />. <br />4 <br />5 <br />7 <br />. <br />0 <br />4 <br />3 <br />6 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />ISSUANCE <br />Designed plans and specifications <br />represented by these drawings are <br />properties of BPDO and were <br />developed for use in connection with <br />each particular project. None of these <br />plans and ideas shall be used, <br />duplicated, disclosed, in part or in <br />whole, without written permission of <br />BPDO. <br />2024.06.28 PLANNING SUBMTTAL <br />2024.08.05 CYCLE 1 SUBMITTAL <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />: <br />25 <br />1 <br />5 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />SECTIONS <br />A2.1 <br />8 <br />A3.0 <br />SCALE:11 SECTION A-A <br />1/4" = 1'-0" <br />KEY NOTES FOR SECTION <br />TYP. ROOF: <br />CLASS 'A' FIRE RATING - <br />SHINGLE CLASS "A" MIN OWENS CORING ROOFING ASPHALT <br />CRRC: 0890-0014 | ESR 2664 W/ LAYERS OF UNDERLAYMENT <br />TYP. EXTERIOR WALL: <br />7/8" LATH AND PLASTER EXTERIOR (SEE ELEVATIONS) OVER PLYWOOD <br />SHEATHING PER STRUCT OVER WOOD STUDS PER STRUCT W/ 5/8" GWB <br />W/ R15 INSULATION T-24 <br />TYP. INTERIOR WALL: <br />5/8" GWB OVER WOOD STUDS PER STRUCT <br />TYP. CEILING: <br />5/8" GWB AT UNDERSIDE OF FLOOR OR ROOF FRAMING PER STRUCT <br />R30 INSULATION PER T-24 <br />CONVENTIONAL ROOF FRAMING PER STRUCT <br />ATTIC TO BE FINISHED NON HABITABLE <br />TYP. FLOOR LEVEL: <br />CONCRETE SLAB PER STRUCTURAL | FLOOR COVERING BY OWNER <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />7 <br />6 <br />3 <br />5 <br />1 <br />12 <br />A3.0 <br />10 <br />A3.0 <br />12 <br />A3.0 <br />7 <br />1 <br />TYP. ROOF: <br />LIGHT ROOF PER STRUCT R13 INSULATION BOARD PER T-24 <br />R13 <br />2R15 <br />2 R15 <br />2R15 <br />7 <br />4 <br />10 <br />A3.0 <br />12 <br />A3.0 <br />1 <br />R30 <br />2 R15 <br />5R13 <br />4 R30 <br />2R15 <br />4 <br />1 <br />R30 <br />5R13 <br />8 <br />A3.0 <br />3 <br />4 R30 <br />5 R13 <br />SCALE:13 SECTION B-B <br />1/4" = 1'-0"SCALE:8 SECTION C-C <br />1/4" = 1'-0" <br />7 <br />A2.0 <br />8 <br />A2.1 <br />8 <br />A2.0 <br />10 <br />A2.0 <br />9 <br />A2.0 <br />11 <br />A2.1 <br />13 <br />A2.1 <br />ROOF SPECIFICATION: <br />1. ROOF: CLASS 'A' FIRE RATING - <br />ROOF MATERIAL: SHINGLE CLASS "A" MIN <br />OWENS CORING ROOFING <br />ASPHALT - CRRC: 0890-0014 <br />ESR 2664 W/ LAYERS OF <br />UNDERLAYMENT <br />UNDERLAYMENT: ASTM D 226, <br />TYPE I OR ASTM D 4869 TYPE I <br />PER 2022 CBC CHAPT. 15 OR <br />2022 CRC R902.1 <br />WALL LEGEND <br />EXTERIOR WALL <br />2X6 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR <br />1/2" GWB INTERIOR <br />INTERIOR WALL <br />2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 <br />A3.0 <br />1,9 <br />A3.0 <br />1 HR RATED EXTERIOR WALL <br />W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER <br />ELEVATION <br />4,12 <br />A3.0 <br />INTERIOR WALL <br />2X6 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR <br />PLUMBING WALL <br />2X6 MIN WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 <br />A3.1 <br />8 <br />A3.0 <br />ROOF EAVES OVERHANG SHALL BE ONE-HOUR FIRE-RESITIVE CONSTRUCTION PER <br />CRC TABLES R302.1(1) AND R302.1(2) <br />G.C COORDINATE WITH OWNER TO MATCH ALL NEW EXTERIOR WALL WITH EXISTING <br />FINISHES <br />BUILDING SECTION FOR REFERENCE ONLY - SEE STRUCTURAL <br />G.C TO VERIFY ALL EXISTING CONDITIONS BEFORE CONSTRUCTION <br />2515 & 2517 N <br />Cotter St5/1/2025