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2413 N Poinsettia St - Plan
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Last modified
2/13/2026 5:02:53 AM
Creation date
2/13/2026 5:00:52 AM
Metadata
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Template:
Plan
Permit Number
101122079
Full Address
2413 N Poinsettia St
Street Number
2413
Street Direction
N
Street Name
Poinsettia
Street Suffix
St
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GARAGE <br />8 0 CLG. <br />(FROM F.FL.) <br />CONCRETE <br />3446 CS <br />2646 FX <br />TEMP <br />2'-6 3/4" <br />1' <br />- <br />3 <br />" <br />1' <br />- <br />3 <br />" <br />1' <br />- <br />3 <br />" <br />5030 CS XOX <br />30 <br />3 <br />0 <br /> <br />C <br />S <br />UP <br />15R <br />35 <br />' <br />- <br />9 <br /> <br />1 <br />/ <br />2 <br />" <br />3' <br />- <br />6 <br />" <br />14 <br />' <br />- <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />23'-3" <br />18'-3" <br />KITCHEN <br />8 0 CLG. <br />DINING <br />8 0 CLG. <br />BATH <br />8 0 CLG. <br />LIVING <br />8 0 CLG. <br />266 <br />8 <br />2'-8"2'-1 1/2" <br />A <br />1 <br />2 <br />3 <br />B <br />C <br />D <br />NEW MAIN <br />PANEL <br />NEW <br />TANKLESS <br />W/H <br />NEW AC <br />CONDENSER <br />1 <br />AD-02 <br />4 <br />AD-02 <br />1 2 <br />3 <br />4 <br />8 <br />25'-0" <br />18'-0"7'-0" <br />3'-6"35 <br />' <br />- <br />9 <br /> <br />1 <br />/ <br />2 <br />" <br />17 <br />' <br />- <br />5 <br />" <br />10 <br />' <br />- <br />8 <br />" <br />5'-0" <br />8'-9 1/2"9'-5 1/2" <br />4'-1"1'-11 1/2"4'-6"2'-7" <br />1' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />7' <br />- <br />2 <br />" <br />6' <br />- <br />9 <br />" <br />3' <br />- <br />0 <br />" <br />2'-10"3'-0" <br />1 <br />A1-06 <br />2 <br />2 <br />A1-04 <br />A1-04 <br />11 <br />A1-04A1-04 <br />5 <br />6 <br />7 <br />GROSS SF 'PLAN 1' <br />1ST FLOOR 398 SQ. FT. <br />2ND FLOOR 281 SQ. FT. <br />DECK 72 SQ. FT. <br />2626 CS <br />AT 7' HDR <br />BEDROOM <br />VAULT CLG. <br />DN <br />15R <br />DECK17 <br />' <br />- <br />1 <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />23'-3" <br />18'-3"5'-0" <br />26 <br />2 <br />6 <br /> <br />C <br />S <br />AT <br /> <br />7 <br />' <br /> <br />H <br />D <br />R <br />30 <br />3 <br />0 <br /> <br />C <br />S <br />70 <br />6 <br />8 <br /> <br />S <br />L <br />G <br />D <br /> <br />T <br />E <br />M <br />P <br />2626 CS <br />AT 7' HDR <br />2626 CS <br />AT 7' HDR <br />2626 CS <br />AT 7' HDR <br />26 <br />2 <br />6 <br /> <br />C <br />S <br />AT <br /> <br />7 <br />' <br /> <br />H <br />D <br />R <br />26 <br />2 <br />6 <br /> <br />C <br />S <br />AT <br /> <br />7 <br />' <br /> <br />H <br />D <br />R <br />4 <br />E E E E <br />E <br />E <br />E <br />B 4 <br />AD-02 <br />1 <br />A1-06 <br />2 <br />2 <br />A1-04 <br />A1-04 <br />11 <br />A1-04A1-04 <br />5'-8 1/2" <br />6' <br />- <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />4' <br />- <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />3'-0"4'-1"4'-1"4'-1" <br />1' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />3' <br />- <br />1 <br />0 <br />" <br />3' <br />- <br />1 <br />0 <br />" <br />11 <br />' <br />- <br />5 <br />" <br />KEYNOTES <br />SINGLE SINK WITH GARBAGE DISPOSAL <br />24" GAS SLIDE-IN w/ LIGHT AND FAN <br />REFRIGERATOR SPACE (PROVIDE RECESSED COLD WATER BIB AND SHUT-OFF <br />FOR ICE-MAKER ) W/ PRE-PLUMB REVERSE OSMOSIS <br />TUB W/ 6'-4" CER. TILE SURROUND O/ 'HARDI-BACKER' BOARD OR APPROVED EQ. <br />AND THERMOSTATIC MIXING VALVES. <br />WASHER SPACE : PROVIDE RECESSED WATER AND DRAIN CONNECTIONS. <br />(RECESSED BOX IN GARAGE FIREWALL SHALL BE METAL) SMITTY PAN W/ DRAIN @ <br />2ND FLOOR <br />DRYER SPACE : PROVIDE SMOOTH METAL DRYER VENT DUCT TO OUTSIDE WITH <br />BACKDRAFT DAMPER PER CMC SEC. 504.4, SEC 502.2.1, SEC 504.4.2, AND SEC <br />504.4.2.1. 4" DIA 14' MAX. LENGTH WITH 2 ELBOWS MAX. PROVIDE RECESSED <br />DRYER VENT BOX - VERIFY LOCATION AND TYPE OF RECESS WITH BUILDER AND <br />ENGINEERS. (DRYER TO OCCUR AT RIGHT SIDE OF WASHER, TYP.) <br />1/2" GYP. BOARD @ WALLS & CEILING AT USABLE SPACE UNDER STAIRS PER THE <br />CRC <br />SEPARATION REQUIRED - PER CRC R302.6 THE GARAGE SHALL BE SEPARATED <br />FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2" GYPSUM BOARD <br />APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE <br />SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE <br />"X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A <br />FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION <br />SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR <br />EQUIVALENT. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE <br />702.3.5 <br />NOTES <br />1.REFER TO INTERIOR ELEVATIONS FOR KITCHEN, BATH AND SERVICE ROOM <br />FINISHES. <br />2.ALL GLAZING SHALL COMPLY WITH THE CALIFORNIA RESIDENTIAL CODE AND <br />LOCAL ORDINANCES. REFER TO THE ENERGY CODE COMPLIANCE REPORT FOR <br />'U'-VALUE OF ALL GLAZING. <br />3.REFER TO GENERAL NOTE SHEETS FOR THE GENERAL CONSTRUCTION <br />METHODS AND CONDITIONS. <br />4.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY WEATHER <br />STRIPPED. <br />5.CEILING AND SOFFIT HEIGHTS INDICATED ON PLANS ARE NOMINAL DIMENSIONS. <br />CEILING HEIGHTS NOTED AS 7'-0" WILL HAVE A ROUGH FRAMED HEIGHT OF 7'-1". <br />7'-0" CLEAR FINISHED OPENING IS REQUIRED PER THE CALIFORNIA RESIDENTIAL <br />CODE <br />6.EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR <br />OPENING OF NOT LESS THAN 5.7 SQ. FT. THE NET CLEAR HEIGHT OPENING <br />SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT <br />LESS THAN 20 INCHES. IT SHALL HAVE THE BOTTOM OF THE CLEAR OPENING <br />NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. <br />7.VENTING SYSTEMS SHALL TERMINATE AT LEAST (4) FEET FROM A PROPERTY <br />LINE PER THE CMC. <br />BUILDING DEPARTMENT NOTES: <br />1. <br />THE STREET ADDRESS SHALL BE POSTED ON THE BUILDING IN SUCH A POSITION <br />TO BE PLAINLY LEGIBLE FROM STREET FRONTING THE PROPERTY. MUST BE <br />ILLUMINATED. <br />2.SEE ENERGY CODE COMPLIANCE REPORT FOR INSULATION VALUES. <br />3. <br />EXCEPT WHERE OTHERWISE NOTED IN THE CRC ALL FOAM PLASTIC OR FOAM <br />PLASTIC CORES IN MANUFACTURED ASSEMBLIES USED IN BUILDING <br />CONSTRUCTION SHALL HAVE A FLAME-SPREAD RATING OF NOT MORE THAN 75 <br />AND SHALL HAVE A SMOKE-DEVELOPED RATING OF NOT MORE THAN 450 WHEN <br />TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE WITH <br />ASTM E 84. <br />2X4 STUDS AT 16" o.c. U.N.O. <br />2X6 STUDS AT 16" o.c. U.N.O. <br />INTERIOR SOFFIT <br /> 1 HOUR RATED WALL <br />4.IN AREAS WHERE EXPANSIVE OR COLLAPSIBLE SOILS ARE KNOWN TO EXIST, ALL <br />DWELLINGS SHALL HAVE A CONTROLLED METHOD OF WATER DRAINAGE FROM <br />THE ROOFS TO GROUND SURFACE. AT LEAST 5 FEET FROM FOUNDATION WALLS <br />TO AN APPROVED DRAINAGE SYSTEM PER THE CRC . <br />5.FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM <br />BACKERS OR FIBER-REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ASTM <br />C 1288, C 1325, C 1178 OR C 1278, RESPECTIVELY, AND INSTALLED IN <br />ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS <br />BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN <br />SHOWER AREAS. PER THE CRC. <br />6.A 10 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED <br />NOT LESS THAN 6 INCHES SHALL BE PLACED BETWEEN THE CONCRETE FLOOR <br />SLAB AND THE PREPARED SUBGRADE PER CRC R506.2.3. WHEN A VAPOR <br />RETARDER IS REQUIRED, A CAPILLARY BREAK SHOULD BE INSTALLED PER <br />CGBSC 4.505.2.1. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />FLOOR PLANS <br />A1-02SCALE : =FLOOR PLAN - FIRST FLOOR 1/4 11'-0" <br />Client <br />Project No:24-0501 <br />PHONE NO. <br />NAOMI GRANGE <br />2411 POINSETTIA ST. <br />SANTA ANA, CA 92706 <br />714-931-6089 <br />JWAIM DESIGN <br />714-494-6810 <br />jwaimdesign@gmail.com <br />CCOPYRIGHT <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />24 <br />1 <br />3 <br /> <br />N <br />. <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <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 />No.Date Description <br />SCALE : =FLOOR PLAN - SECOND FLOOR 1/4 21'-0" <br />WINDOW SCHEDULE:U-FACTOR: 0.3 SHGC: 0.23 <br />A NEW 5'3'CASEMENT WHITE <br />XOX <br />W H TYPE FINISH <br />DOOR SCHEDULE: <br />1 NEW 3'6'-8"SOLID CORE <br /> NEW 2-6"6'-8"SOLID CORE <br /> NEW 11'6'-8"MULTI-SLIDER <br /> NEW 7'6'-8"SLIDING DOOR <br />W H TYPE <br />2 <br />3 <br />4 <br />B NEW 3'3'CASEMENT WHITE <br />C NEW 3'-4"4'-6"CASEMENT WHITE <br />D NEW 2'-6"4'-6"FIX WHITE <br />TEMPERED <br />E NEW 2'-6"2'-6"CASEMENT WHITE <br />1 <br />1 02-04-2025 PLAN CHECK CORR. <br />1
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