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2602 N Deodar St & Unit# 2 - Plan
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2602 N Deodar St & Unit# 2 - Plan
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Last modified
2/13/2026 5:03:06 AM
Creation date
2/13/2026 5:00:46 AM
Metadata
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Template:
Plan
Permit Number
101119325
101119326
Full Address
2602 N Deodar St
2602 N Deodar St Unit# 2
Street Number
2602
Street Direction
N
Street Name
Deodar
Street Suffix
St
Unit Number
2
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1/4'' = 1' <br />SIGNATURE: <br />CHECKED BY: <br />DATE: <br />SCALE: <br />JOB NO. <br />SHEET TITLE: <br />SHEET NO. <br />100 <br />REVISIONS <br />2X STUD @16" <br />O.C. (TYP) <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />NEW <br />NEW <br />EXISTING <br />MAXIMUM HEIGHT OF STEM WALLS. <br />STEM WALLS WITH POUR JOINTS <br />SHALL BE PROVIDED WITH #4 <br />VERTICAL REBAR AT 48” MAXIMUM <br />SPACING PER CRC SECTION R403.1.3.1. <br />SLOPE <br />EXISTING <br />ROOF SHINGLES <br />(NO CHANGES) <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />2 <br /> <br />B <br />E <br />A <br />M <br /> <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />TO MATCH (E) <br />EXISTING 2x4 16'' OC. EXTERIOR WALLS <br />PROPOSED NEW 2X4 16'' OC. INTERIOR WALLS <br />PROPOSED NEW 2X4 16'' OC. EXTERIOR WALLS (FILL) <br />4x <br />6 <br /> <br />H <br />D <br />R <br />(1/300 RATIO EXCEPTION) <br />REQUIRES THAT THE NET OPENING AREA <br />BE EVENLY DIVIDED BETWEEN VENTILATORS <br />MOUNTED AT LEAST THREE FEET ABOVE THE <br />EAVES VENTS . <br />50% TOP VENTS <br />& 50% BOTTOM <br />O'HAGIN <br />VENT <br />EXISTING 2X8 RIDGE TO REMAIN <br />4X4 PO <br />ST <br />WIT <br />H <br /> <br />H <br />D <br />4 <br />& EPOXY <br />2 <br />L=4'-0'' <br />2 <br />3 TYP. <br />IF NO MINIMUM EXISTING <br />FOOTING 12"X12" FOOTING <br />SIZE, WITH (2) #4 T&B <br />FIELD VERIFY. <br />USE THIS DETAIL FOR <br />WHEN THERE IS NO FOOTING <br />MIN. 12"X12" <br />FOOTING, FIELD VERIFY. <br />USE THIS TYPE OF SHEAR WALL <br />1 HOUR FIRE <br />EAVE <br />EXISTING <br />BEDROOM # 4EXISTING <br />BEDROOM # 3 <br />EXISTING MASTER <br />BEDROOM # 1 <br />W/D (E) CLOSET <br />(E) CLOSET(E) CLOSET <br />(E <br />) <br /> <br />C <br />L <br />O <br />S <br />E <br />T <br />EXISTING <br />KITCHEN <br />EXISTING <br />LIVING ROOM EXISTING <br />RECREATION <br />ROOM <br />EXISTING <br />BEDROOM # 2 <br />EXISTING <br />BATH. # 2 <br />EXISTING <br />M. BATH. # 1 <br />CM <br />CM <br />CM <br />CM <br />CM <br />CM <br />SD <br />SD SD <br />SD <br />SD <br />SD <br />SD <br />CM <br />SD <br />CM <br />CM <br />SD <br />CM <br />SD WH <br />6'-0" <br />6'-0" <br />4'-0"4'-0" <br />8'-6"4'-0"PROVIDE NEW CONCRETE CURB AT IN FILL WALLS, AT OLD <br />GARAGE DOOR LOCATION TO GET WEEP SCREED AND SILL <br />PLATE CODE COMPLIANT, PER CRC 703.7.2.1. PROVIDE METHOD <br />FOR NEW CURB ATTACHMENT TO EXISTING CONCRETE SLAB <br />WEEP SCREED TO BE INSTALLED 1'' BELOW SILL <br />EXISTING <br />BEDROOM # 3 <br />EXISTING MASTER <br />BEDROOM # 1 <br />(E) CLOSET(E) CLOSET <br />(E <br />) <br /> <br />C <br />L <br />O <br />S <br />E <br />T <br />EXISTING <br />KITCHEN <br />EXISTING <br />BEDROOM # 2 <br />EXISTING <br />BATH. # 2 <br />EXISTING <br />M. BATH. # 1 <br />4X4 <br /> <br />P <br />OST <br />WIT <br />H H <br />D <br />4 <br />& EP <br />O <br />XY <br />4X4 PO <br />S <br />T <br />WITH H <br />D <br />4 <br />& EP <br />O <br />X <br />Y <br />EXISTING <br />ROOF SHINGLES <br />(NO CHANGES) <br />EXISTING <br />ROOF SHINGLES <br />(NO CHANGES) <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x6 HDR 4x6 HDR <br />4x6 HDR4x6 HDR <br />1 HOUR FIRE <br />(SEE ''G'' SHEET # 4) <br />2 <br />L= <br />6 <br />' <br />- <br />0 <br />' <br />' <br />EXISTING RAISED <br />WOOD FLOOR TO <br />REMAIN NO CHANGES <br />L= <br />6 <br />' <br />- <br />0 <br />' <br />' <br />2 <br />L=4'-0''2 <br />L=4'-0'' <br />2 <br />L=8'-6'' <br />6'-10" <br />2 <br />L=6'-10'' <br />MST48 STRAP <br />4X4 <br /> <br />P <br />O <br />ST <br />WITH H <br />D <br />4 <br />& EP <br />O <br />X <br />Y <br />4X4 <br /> <br />P <br />O <br />S <br />T <br />WIT <br />H <br /> <br />H <br />D <br />4 <br />& EPOXY <br />4X4 <br /> <br />P <br />OST <br />WIT <br />H H <br />D <br />4 <br />& EPOXY <br />4X4 <br /> <br />P <br />OST <br />WIT <br />H <br /> <br />H <br />D <br />4 <br />& EP <br />O <br />XY <br />4X4 <br /> <br />P <br />OST <br />WITH <br /> <br />H <br />D <br />4 <br />& EP <br />OXY <br />4X4 PO <br />S <br />T <br />WIT <br />H H <br />D <br />4 <br />& EP <br />O <br />XY <br />4X4 <br /> <br />P <br />O <br />S <br />T <br />WITH H <br />D <br />4 <br />& EPOXY <br />4X4 <br /> <br />P <br />OST <br />WIT <br />H <br /> <br />H <br />D <br />4 <br />& EP <br />O <br />XY <br />4X4 <br /> <br />P <br />OST <br />WIT <br />H H <br />D <br />4 <br />& EP <br />O <br />XY <br />4X4 <br /> <br />P <br />O <br />S <br />T <br />WIT <br />H <br /> <br />HD4 <br />& EP <br />OXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />4X4 POST <br />WITH HD4 <br />& EPOXY <br />LEVEL SLAB WITH <br />TILE GROUT TYP. <br />(N) ALL TREAD A.B. 32'' OC. <br />WITH EPOXY 7'' ENBEDMENT <br />(N <br />) <br /> <br />A <br />L <br />L <br /> <br />T <br />R <br />E <br />A <br />D <br /> <br />A <br />. <br />B <br />. <br /> <br />3 <br />2 <br />' <br />' <br /> <br />O <br />C <br />. <br />WI <br />T <br />H <br /> <br />E <br />P <br />O <br />X <br />Y <br /> <br />7 <br />' <br />' <br /> <br />E <br />N <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />(N <br />) <br /> <br />A <br />L <br />L <br /> <br />T <br />R <br />E <br />A <br />D <br /> <br />A <br />. <br />B <br />. <br /> <br />3 <br />2 <br />' <br />' <br /> <br />O <br />C <br />. <br />WI <br />T <br />H <br /> <br />E <br />P <br />O <br />X <br />Y <br /> <br />7 <br />' <br />' <br /> <br />E <br />N <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />2 <br />L= <br />1 <br />7 <br />' <br />- <br />0 <br />' <br />' <br />17'-0" <br />O'HAGIN <br />VENT <br />O'HAGIN <br />VENT <br />O'HAGIN <br />VENT <br />WALLS MAY NEED TO BE OPENED UP TO EXPOSE <br />CONSTRUCTION SUBJECT TO FIELD INSPECTOR’S REQUEST. <br />LEVEL LANDING IS REQUIRED <br />FOR ALL EXTERIOR DOORS <br />(CRC R311.3). LANDING <br />AT EXTERIOR OF ENTRY. <br />1 1/2'' STEP <br />MAX. <br />1 11-05-24 <br />SMOKE DETECTORS ARE REQUIRED TO BE INTERCONNECTED <br />SUCH THAT ACTIVATION OF ONE ALARM WILL RESULT <br />IN THE ACTIVATION OF ALL ALARMS WITHIN THE DWELLING <br />4x <br />6 <br /> <br />H <br />D <br />R <br />22x30 <br />ATTIC <br />ACCESS <br />SMOKE AND CARBON MONOXIDE DETECTORS ARE <br />REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP (CRC <br />R314.6 AND R315.6). <br />4 <br />4 <br />4 <br />4 <br />4 <br />(2'' ABOVE PAVEMENT AND 4'' ABOVE EARTH, <br />NO. 26 GALVANIZED METAL CORROSION RESISTANT,) <br />EXISTING ROOF <br />NO CHANGES <br />8'-4'' CLG.
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