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2344 N Fairmont Ave - REV 1 - Plan
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2344 N Fairmont Ave - REV 1 - Plan
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Entry Properties
Last modified
2/19/2026 5:00:17 AM
Creation date
2/19/2026 5:00:07 AM
Metadata
Fields
Template:
Plan
Permit Number
101120633
101126345
Full Address
2344 N Fairmont Ave
Street Number
2344
Street Direction
N
Street Name
Fairmont
Street Suffix
Ave
Text box
ID:
1
Creator:
Import Agent
Created:
2/19/2026 5:00 AM
Modified:
2/18/2026 5:20 PM
Text:
BLDG#: 101126345 REVISION TO : BLDG#: 101120633 APPROVALS: Bldg: CSG Consultants
Stamp
ID:
1
Creator:
Import Agent
Created:
2/19/2026 5:00 AM
Modified:
2/18/2026 5:20 PM
ID:
2
Creator:
Import Agent
Created:
2/19/2026 5:00 AM
Modified:
2/18/2026 5:20 PM
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2 <br />D <br />01-A2.0 <br />01-A2.0 4 <br />3 <br />1 2 3 <br />A <br />B <br />10 <br />C <br />D <br />4 5 6 <br />21 <br />01-A2.0 <br />1 <br />01-A2.0 <br />5 <br />FINISH TO FINISH <br />60' - 9" <br />5' - 0" <br />12 <br />' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />4 <br />" <br />6' <br /> <br />- <br /> <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />32 <br />' <br /> <br />- <br /> <br />6 <br /> <br />3 <br />/ <br />4 <br />" <br />14' - 4"10' - 8"13' - 10"20' - 10" <br />65' - 9 7/8" (FINISH TO FINISH) <br />6' - 1 3/4" <br />13 <br />' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />17 <br />' <br /> <br />- <br /> <br />0 <br /> <br />3 <br />/ <br />8 <br />" <br />13' - 2 7/8"8' - 0 1/4"14' - 0 7/8" <br />8' - 3 3/4" <br />12' - 8" <br />11 <br />' <br /> <br />- <br /> <br />9 <br /> <br />5 <br />/ <br />8 <br />" <br />7' <br /> <br />- <br /> <br />9 <br />" <br />10' - 3 1/4" <br />3' <br /> <br />- <br /> <br />8 <br /> <br />3 <br />/ <br />8 <br />" <br />12' - 11 1/2" <br />16 <br />' <br /> <br />- <br /> <br />5 <br /> <br />3 <br />/ <br />8 <br />" <br />10' - 8 1/2"13' - 6" <br />19 <br />' <br /> <br />- <br /> <br />5 <br /> <br />3 <br />/ <br />8 <br />" <br />5' - 10 3/4"7' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br />6' - 8" <br />STUDY <br />11 <br />MASTER BEDROOM <br />12 <br />MASTER BATHROOM <br />13 <br />BATHROOM <br />14 <br />BEDROOM <br />15 <br />HALLWAY <br />16 <br />LIVING ROOM <br />17 <br />KITCHEN <br />18 <br />FAMILY ROOM <br />19 <br />DINING ROOM <br />20 <br />COFFEE <br />21 <br />ADDITION <br />12X12 SALTILLO <br />TILE FLOORING <br />NEW WOOD AWNING WINDOWS, TYP. <br />SALVAGED HARDWOOD <br />FLOORING TO MATCH EXISTING <br />01-A1.0 <br />21 <br />23 <br />01-A2.0 <br />1 <br />01-A4.0 16 <br />01-A2.0 <br />NEW CHIMNEY W/ SIDE <br />VENTING GAS FIREPLACE <br />WITHIN THE EXISTING <br />SURROUND <br />26 <br />01-A3.0 <br />NEW FOOTING BENEATH <br />(E) FRAMED WALL, SEE <br />STRUCTURAL DRAWINGS <br />21 <br />01-A3.0 <br />SALVAGED WOOD FRENCH <br />DOORS <br />LIFT UP HIDDEN DOOR - FOR <br />BASEMENT ACCESS (STAIRS <br />BELOW) <br />(E) POCKET DOOR <br />2 RISERS @ 7", 1 <br />TREAD AT 12" <br />GAS SIDE-VENTED "KIVA" <br />STYLE FIREPLACE W/ <br />PLASTER SURROUND +60" <br />DUPLEX, TYP. <br />SWITCH (DIMMER), <br />TYP. <br />DATA OUTLET <br />01-A4.0 <br />11 <br />01-A4.0 <br />21 <br />01-A2.0 <br />14 <br />5 <br />1 <br />/ <br />2 <br />" <br />42" HIGH <br />ORNAMENTAL IRON <br />GUARDRAIL AND <br />HANDRAIL, TYP. <br />01-A2.0 <br />13-A 11-B 12-B 12-A 14-B 14-A <br />15-A <br />17-C <br />15-B15-C <br />17-B17-A <br />20-320-1 20-2 <br />17-1 <br />18-A21-A <br />13-B <br />4' - 6" <br />5' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />3' - 2" <br />FLAT LANDING, NO SLOPE <br />GREATER THAN 2% IN PATH <br />OF TRAVEL <br />3' - 0" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />THE LEADING EDGE OF THE <br />LANDING AT THE DOOR SHALL BE <br />NO MORE THAN 1-1/2" BELOW <br />THE TOP OF THRESHOLD. <br />4' - 10" <br />11 <br />" <br />19-A19-B5' - 3"5' - 9 1/2" <br />4' - 6" <br />3 7/8" <br />3' - 0" <br />8 <br />1 <br />/ <br />2 <br />" <br />19-1 <br />19-2 <br />12-2 15-1 <br />14 <br />12-1 <br />11-1 <br />1 <br />01-A3.0 <br />4' - 2 1/2" <br />2 3 <br />A <br />B <br />C <br />D <br />4 5 6 <br />FI <br />N <br />I <br />S <br />H <br /> <br />T <br />O <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />12 <br />' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />4 <br />" <br />FI <br />N <br />I <br />S <br />H <br /> <br />T <br />O <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />32 <br />' <br /> <br />- <br /> <br />6 <br /> <br />3 <br />/ <br />4 <br />" <br />14' - 4"10' - 8"13' - 10"6' - 1 3/4" <br />13' - 2 7/8"8' - 0 1/4"14' - 0 7/8" <br />8' - 3 3/4" <br />12' - 8" <br />11 <br />' <br /> <br />- <br /> <br />9 <br /> <br />5 <br />/ <br />8 <br />" <br />7' <br /> <br />- <br /> <br />9 <br />" <br />10' - 3 1/4" <br />3' <br /> <br />- <br /> <br />8 <br /> <br />3 <br />/ <br />8 <br />" <br />12' - 11 1/2" <br />16 <br />' <br /> <br />- <br /> <br />5 <br /> <br />3 <br />/ <br />8 <br />" <br />10' - 8 1/2"13' - 6" <br />19 <br />' <br /> <br />- <br /> <br />5 <br /> <br />3 <br />/ <br />8 <br />" <br />5' - 10 3/4"7' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br />6' - 8" <br />STUDY <br />11 <br />MASTER BEDROOM <br />12 <br />MASTER BATHROOM <br />13 <br />BATHROOM <br />14 <br />BEDROOM <br />15 <br />HALLWAY <br />16 <br />LIVING ROOM <br />17 <br />KITCHEN <br />18 <br />DINING ROOM <br />20 <br />COFFEE <br />21 <br />(E) POCKET DOOR TO REMAIN <br />(E) BRICK CHIMNEY AND FOOTING/ <br />REINFORCING SLAB TO BE DEMOLISHED <br />PROTECT IN PLACE EXISTING BUILT-IN <br />CASEWORK TO REMAIN, TYP. <br />(E) CONCRETE STAIRWAY <br />DOWN TO BASEMENT TO <br />REMAIN (HVAC) <br />ALUMINUM, NON-STRUCTURAL <br />ENCLOSURE (INCLUDING ROOF <br />AND SLAB) TO BE DEMOLISHED <br />(E) PLASTER AND LATH/ <br />OTHER FINISH TO BE <br />DEMOLISHED <br />(E) BRICK CHIMNEY HEARTH TO BE <br />DEMOLISHED <br />(E) BRICK CHIMNEY TILE FASCIA TO BE <br />PROTECTED IN PLACE <br />PROTECT IN PLACE EXISTING WOOD <br />FLOORING TO REMAIN, TYP. <br />PROTECT EXISTING DOUBLE HUNG WOOD <br />WINDOWS, TYP. <br />DEMO PORTION OF EXTERIOR FINISH TO <br />TIE NEW FINISH BACK IN <br />(E) ELECTRICAL PANEL <br />(E) WINDOWS TO REMAIN, PROTECT IN PLACE <br />1 2 3 <br />B <br />C <br />21 <br />01-A2.0 <br />1 <br />01-A2.0 <br />ADDITION <br />4" SLAB ON GRADE OVER 15 <br />MIL PLASTIC VAPOR <br />BARRIER, REBAR AND <br />SPACING PER STRUCTURAL <br />FOOTING PER STRUCTURAL <br />DRAWINGS, SEE 1/S301 <br />6" CURB AT EXTERIOR (E) BASEMENT <br />ACCESS STAIRWAY <br />(E) WALL AND <br />FOUNDATION <br />17' - 5" <br />11 <br />' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />4' - 8 5/8" <br />17 <br />' <br /> <br />- <br /> <br />6 <br />" <br />23 <br />01-A2.0 <br />-6' - 1" <br />1 <br />01-A4.0 <br />16 <br />01-A2.0 <br />1' <br /> <br />- <br /> <br />0 <br /> <br />3 <br />/ <br />8 <br />" <br />5 <br />1 <br />/ <br />2 <br />" <br />CONC. STEP (HEIGHT/ <br />DEPTH TO MATCH <br />EXISTING) <br />1 <br />3 <br />/ <br />8 <br />" <br />5' - 0" <br />0' - 0" <br />(EXISTING) <br />2' - 9" <br />10 <br /> <br />3 <br />/ <br />4 <br />" <br />20' - 8 3/4" <br />1 2 3 <br />B <br />C <br />21 <br />01-A2.0 <br />1 <br />01-A2.0 <br />GAF LOW SLOPE MODIFIED BITUMEN <br />(SBS) ROOFING ASSEMBLY, CLASS A, <br />W/ RUBEROID ENERGYCAP MOP PLUS <br />GRANULE FR MEMBRANE 370N BRIGHT <br />WHITE (TOP COAT CLASS A) OVER <br />RUBEROID 20 SMOOTH MEMBRANE <br />OVER #75 BASESHEET, NAILED TO 1/2" <br />PLYWOOD, UL ER1306-02 <br />(E) LOW SLOPE SELF-ADHERED <br />ROOFING <br />(E) PARAPET WALL <br />CRICKET, SLOPE TO DRAIN <br />2EA 4" CLAY PIPE SCUPPERS IN WALL, <br />2" ABOVE FINISH ROOFING & ROOF <br />DRAIN CONDUCTOR TO DOWNSPOUT <br />PARAPET WALL WITH CLAY TILE CAP BY <br />BORAL, 2-PIECE MISSION PROFILE, <br />GRADE 1 TESTED, ASTM C1167, MIAMI- <br />DADE NOA 17-1221.05 <br />12' - 8" <br />11' - 9" <br />11' - 4 1/2" <br />11' - 0 3/4" <br />VALLEY <br />23 <br />01-A2.0 <br />1/ <br />4 <br />" <br /> <br />/ <br /> <br />1 <br />' <br /> <br />S <br />L <br />O <br />P <br />E <br />16 <br />01-A2.0 <br />ROOF SCUPPER CALCULATION <br />PER CPC APPENDIX D 101.1 LOS ANGELES RAIN <br />FALL IS 2" PER HOUR FOR 100-YEAR RETURN <br />OR .021 GAL PER MINUTE. <br />PER CPC TABLE 1103.1 AT 2" PER HOUR AT MAX <br />1440 SF (OUR PROJECT IS 317 SF OF ROOFING) 2" <br />DRAIN REQUIRED <br />THERE ARE 2EA 4" DIA (ID) SCUPPERS IN THE <br />WALL TO HANDLE THE MAX RAIN FALL CAPACITY <br />11' - 9" <br />SLOPE <br />1 <br />1 <br />1 2 3 <br />B <br />C <br />21 <br />01-A2.0 <br />1 <br />01-A2.0 EXPOSED 4X6 NON-STRUCTURAL BEAMS <br />1x6 T&G WOOD CEILING TO MATCH <br />EXISTING. <br />(E) GYPSUM BOARD CEILING <br />(E) T&G WOOD CEILING <br />SUSPENDED LIGHT FIXTURE, TYP.WALL SCONCE <br />23 <br />01-A2.0 <br />SOFFIT <br />16 <br />01-A2.0 <br />COMBINATION CARBON <br />MONOXIDE/SMOKE DETECTOR <br />RECESSED LIGHT FIXTURE, TYP. <br />CM <br />4' - 2 1/2" <br />1 <br />1 <br />1 <br />1' - 9 7/8" <br />3' - 11 1/2"4' - 0"4' - 0"4' - 0"3' - 11 1/2" <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />LI <br />N <br />D <br />S <br />A <br />Y <br /> <br />L <br /> <br />A <br /> <br />T <br />H <br />O <br />M <br />P <br />S <br />O <br />N <br /> <br />I <br />V <br />15 <br />9 <br />8 <br /> <br />C <br />A <br />M <br />E <br />L <br />O <br />T <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />CO <br />R <br />O <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />8 <br />8 <br />2 <br />PH <br />O <br />N <br />E <br />: <br /> <br />7 <br />1 <br />4 <br />- <br />5 <br />0 <br />4 <br />- <br />2 <br />5 <br />4 <br />4 <br />1/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />9 <br />: <br />3 <br />8 <br />: <br />2 <br />5 <br /> <br />P <br />M <br /> <br />C <br />: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />l <br />t <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />C <br />an <br />n <br />o <br />n <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />C <br />D <br />H <br />o <br />m <br />e <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />i <br />m <br />p <br />o <br />r <br />t <br />a <br />n <br />t <br /> <br />d <br />o <br />c <br />s <br />\ <br />P <br />a <br />r <br />e <br />n <br />t <br />s <br /> h <br />o <br />u <br />s <br />e <br />\ <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />2 <br />2 <br />. <br />r <br />v <br />t <br />LT201801 <br />01 <br />- <br />A <br />1 <br />. <br />0 <br /> <br />D <br />E <br />M <br />O <br />L <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />S <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Author <br />Checker <br />01-A1.0 <br />DEMOLITION AND <br />CONSTRUCTION PLANS <br />5/15/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />1/4" = 1'-0"3OVERALL FLOOR PLAN <br />1/4" = 1'-0"1OVERALL DEMO FLOOR PLAN <br />1/4" = 1'-0"21FAMILY ROOM - SLAB FOUNDATION PLAN <br />1/4" = 1'-0"24FAMILY ROOM - ROOF PLAN <br />1/4" = 1'-0"22FAMILY ROOM - REFLECTED CEILING PLAN <br />05/15/2025 BLDG DEPT RESUBMITTAL <br />01/20/2026 Revision 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2
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