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1905 W 18th St Unit #2 - Plan
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1905 W 18th St Unit #2 - Plan
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Last modified
2/24/2026 5:01:21 AM
Creation date
2/24/2026 5:00:43 AM
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Plan
Permit Number
101123656
Full Address
1905 W Eighteenth St Unit# 2
Street Number
1905
Street Direction
W
Street Name
Eighteenth
Street Suffix
St
Unit Number
2
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CITY OF SANTA ANA <br />Planning and -mild -ink -Agency <br />NOTES: <br />1. BATHTUB AND SHOWER FLOORS, AND WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED <br />WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. <br />(E) ASPHALT SHINGLES <br />OVER 1 LAYERS OF # 30 SPARK <br />2. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ . IN. OF FLOOR AREA, AND <br />(FIELD VERIFIED) FELT ARRESTER <br />ENCOMPASS 30 IN. DIAMETER CIRCLE. <br />CLASS"A" ROOFING <br />3. " SMOKE ALARM" SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72" <br />24"X 12" <br />4. TAMPER -RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS SPECIFIED IN 210.52 ALL NONLOCKING-TYPE 12 VOLT, 15- AND 20 <br />DORMER <br />AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. - <br />VENT TYP. <br />5. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE <br />BALANCE/THERMOSTATIC MIXING TYPE VALVE. - <br />6. ALL NEW, REPLACEMENT AND EXISTING WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND <br />ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. ABOVE THE CONTROLS. <br />7. ALL FINISHED MATERIALS, SUCH AS ADHESIVES, SEALANTS, CAULKS, PAINTS, AEROSOL PAINTS , COATINGS, CARPET SYSTEMS, RESILIENT FLOORING O <br />SYSTEMS AND COMPOSITE WOOD PRODUCTS SHALL CONFORM TO THE VOC AND FORMALDEHYDE LIMITS SET SET FORTH IS SECTION 4.504.2, 4.504.4. <br />4.504.5 AND TABLES 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 2013 CGB SC <br />N) <br />8. SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CELING HEIGTH OF 6-8" ABOVE A MINIMUM AREA OF 30"X30" AT THE <br />rANK��s <br />SHOWER HEAD TJ <br />w <br />(E) STUCCO <br />9. SHOWER AND TUB -SHOWER COMBINATION CONTROL VALVES SHOWERS AND TUB -SHOWER COMBINATION IN BUILDINGS SHALL BE PROVIDED WITH - <br />INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE <br />THAT PROVIDE SCAID AND THERMAL SHOCK PROTECTION. THESE VALVES SHALL CONFORM TO ASSE 1016, " STANDARD FOR AUTOMATIC COMPENSATING <br />VALVES FOR INDIVIDUAL SHOWERS AND TUB -SHOWER COMBINATIONS" , OR ASME A112.18 1/CSA B125.1,"STANDARD FOR PLUMBING SUPPLY FITTINGS." ` <br />HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A <br />MAXIMUM MIXED WATER SETTING OF 120 DEGREES. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR MEETING <br />THIS PROVISION. <br />ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. ABOVE THE CONTROLS. <br />10. GROUND -FAULT CIRCUIT -INTERRUPTION (GFCI) FOR PERSONNEL SHALL BE PROVIDED AND INSTALLED IN READILY ACCESSIBLE LOCATION <br />PER CEC 210.8 (A) <br />11.. ARC -FAULT CIRCUIT -INTERRUPTION SHALL BE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. <br />PER CEC SECTION 210.12(A) <br />12. AS OF JANUARY 1, 2014 SB 407 REQUIRES THAT NONCOMPLIANT PLUMBING FIXTURES IN RESIDENTIAL AND COMMECIAL PROPERTIES BUILT ON OR <br />BEFORE JANUARY 1, 1994 , BE REPLACED WITH WATER -CONSERVING PLUMBING FIXTURES WHEN THE PROPERTY IS UNDERGOING ADDITIONS, <br />ALTERATIONS OR IMPROVEMENTS. <br />VENT CALCULATION <br />REQUIRED ATTIC VENTILATION: 389/150 SQ. FT. : 2.593 X 144=373.43 <br />40%-50% OF REQUIRED UPPER VENTILATION <br />UPPER VENTILATION PROVIDED: <br />CMI BH24 12X24 SQUARE TAIL 12 IN. 24 IN. X 9 IN. (100 SQ IN NFV)/186.7=1.8 <br />TOTAL UPPER VENTS PROVIDED: 2 <br />UNDER FLOOR VENTILATION: <br />CONC,. SLAB <br />ATTIC NOTE : <br />1. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET <br />GAGE) CORROSION -RESISTANT MINERAL -SURFACED NONPERFORATED CAP SHEET MEETING <br />ASTM D3909 RUNNING THE FULL LENGHT OF THE VALLEY. <br />2. "ROOF GUTTERS SHALL BE DESIGN TO PREVENT THE ACCUMULATION OF LEAVES AND <br />DEBRIS." <br />3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAT 1/150 OF THE <br />AREA OF THE SPACE VENTILATED (R806.2.) <br />4. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE A CROSS VENTILATION <br />FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS AGAINST THE ENTRANCE OF RAIN. <br />(R806.1.). PROVIDE ATTIC VENTILATION CALCULATIONS ON PLANS. <br />5. VENT OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED <br />RAFTER SPACES, AND UNDERFLOOR VENTS SHALL RESIST BUILDING IGNITION FROM THE <br />INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENT OPENINGS. VENT <br />OPENINGS SHALL BE PROTECTED BY CORROSION RESISTANT, NONCOMBUSTIBLE WIRE MESH <br />WITH MIN. 1/16" AND MAX. 1/8" OPENINGS. <br />6 OPENINGS SHALL HAVE CORROSION -RESISTANT WIRE MESH OR OTHER <br />APPROVED MATERIAL WITH 1/8 IN. MINIMUM AND 1/4 IN MAXIMUM <br />OPENING . <br />7. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN: <br />i. iso OF THE ATTIC SPACE OR <br />ii. 30o PROVIDED A CLASS I OR 11 VAPOR RETARDER IS INSTALLED ON THE <br />WARM SIDE OF CEILING IN CLIMATE ZONES 6,7 AND 8 OR <br />iii. 30o PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE <br />REQUIRED VENT AREA IS LOCATED WITHIN 3 FEET BELOW THE RIDGE OR <br />HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED <br />VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. <br />NOTE: <br />"WALL COVERINGS IN SHOWERS AND TUBS WITH SHOWERHEADS <br />SHALL BE CEMENT PLASTER, TILE, OR EQUAL TO 6 FEET (72") ABOVE <br />DRAIN . ENCLOUSURES MUST BE OF APPROVED SAFETLY GLAZNG AND <br />DOORS (22" MIN WIDTH) MUST SWING OUT OF SHOWERS. WINDOWS <br />IN ENCLOSURES WALLS SHALL BE LABELED SAFETY GLAZING WHEN <br />LESS THAN 60" ABOVE DRAIN ." CRC R307.2 <br />NOTE: <br />COMBINATION TYPE AFCl/GFCI IS REQUIRED AT KITCHEN <br />RECEPTACLES." <br />CALIFORNIA GREEN BUILDING STANDARDS CODE, SECTION 4.303.1 : <br />A. WATER CLOSETS 1.28 GALLONS PER FLUSH . <br />B. SHOWER HEADS * 1.8 GALLONS PER MINUTE @ 80 PSI. <br />C. KITCHEN FAUCETS * 1.8 GALLONS PER MINUTE @ 60 PSI <br />D. LAVATORY SINK FAUCETS 1.2 GALLONS PER MINUTE @ 60 PSI. <br />OUTDOOR WATER USE. SUBMIT LANDSCAPE PLAN TO PLANNING <br />DEPARTMENT SEPARATE FOR REVIEW AND APPROVAL, CGBSC SECT. <br />4.304 <br />" BUILDER/CONTRACTOR SHALL SUBMIT DOCUMENTATION TO <br />THE BUILDING INSPECTOR SHOWING THAT THE INSTALLED <br />PLUMBING FIXTURES MEET THE MAXIMUM ALLOWABLE FLOW <br />RATES AS NOTED BELOW." CGBSC SECT. 4.303.1 <br />(E) STUCCO L` 3' -O" <br />(N) INDENTATION IN WALL <br />FOR NEW TANKLESS WATEI <br />HEATER <br />EAST ELEVATION <br />SCALE: 1 /4" = I '-0" <br />(E) ASPHALT SHINGLES <br />SPARK <br />ARRESTER <br />NORTH ELEVATION_ <br />SCALE: 1/4"= I'-0" <br />SPARK <br />(E) ASPHALT SHINGLES ARRESTER <br />WEST ELEVATION <br />SCALE: 1 /4"= I I-011 <br />(E) ASPHALT SHINGLES <br />(E) ASPHALT SHINGLES <br />OVER 1 LAYERS OF # 30 <br />(FIELD VERIFIED) FELT <br />CLASS"A" ROOFING <br />Al <br />FOR PE <br />Mastery ID: <br />Date: <br />A\'I <br />I- <br />cn <br />~ <br />U <br />O <br />Z <br />S <br />N <br />~ <br />Z <br />Z <br />(D <br />Lo <br />V <br />CD <br />W <br />I` <br />_ <br />.N <br />cn <br />U) <br />cn <br />QLu <br />ti <br />N <br />Q <br />O <br />� <br />W <br />Z <br />O <br />Z <br />a <br />J <br />Lu <br />W <br />O <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />co <br />z <br />jct <br />O <br />W <br />� O <br />Q� O <br />CDCDC\2 <br />J <br />Q <br />bL <br />•� <br />U <br />� <br />H <br />U <br />N <br />'0 <br />W <br />O •� <br />cd <br />0 <br />W <br />U <br />Lo <br />O <br />co <br />■ <br />p I <br />Lu <br />J <br />Q <br />Lo <br />H <br />O <br />Z <br />N <br />co <br />0 <br />V) <br />c <br />W <br />C-7 <br />�i <br />f=r, <br />AS NOTED <br />DRAWN: MA <br />JOB NO.: <br />SHEET <br />
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