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1428 W 2nd St & Unit 2 - Plan
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1428 W 2nd St & Unit 2 - Plan
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Last modified
2/13/2026 5:03:01 AM
Creation date
2/13/2026 5:01:13 AM
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Plan
Permit Number
101123565
Full Address
1428 W Second St Unit# 2
Street Number
1428
Street Direction
W
Street Name
Second
Street Suffix
St
Unit Number
2
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Alk 130 <br />MIRE <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 />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 />ENCOMPASS 30 IN. DIAMETER CIRCLE. <br />3. " SMOKE ALARM" SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72" <br />4. TAMPER -RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS SPECIFIED IN 210.52 ALL NONLOCKING-TYPE 12 VOLT, 15- AND 20 <br />AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. <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 <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 />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 />SHOWER HEAD <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 />ll.. 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 SIB 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: 381.25/150 SQ. FT. : 2.541 X 144=365.99 <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)/365.99=3.65 <br />TOTAL UPPER VENTS PROVIDED: 4 <br />UNDER FLOOR VENTILATION: <br />�C�6 B / <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. - 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. soo 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 GLAZING 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 * 2.0 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 />(N) SIDING TO I <br />MATCH MAIN FR . <br />51,011 <br />ASPHALT SHINGLES \ <br />OVER 1 LAYERS OF 1 <br />#30 FELT CLASS"B" <br />ROOFING MATERIAL <br />OR BETTER. ICC ESR #1389 <br />12 <br />EAST ELEVATION <br />SCALE: 1 /4= 1 '-0'' <br />TO <br /># 15 <br />EXTERIOR LA <br />LAYERS 0 <br />OVER <br />EXTERIOR WALL <br />WEATHER -R <br />CORRO <br />SC <br />FOUNDATION P <br />OF 4 INCHES <br />INCHE <br />(E) ROOF <br />METAL LATH TUD <br />7/8" STUCCO <br />MATCH EXIST' G <br />2-LAYERS OF <br />FELT PAPER <br />TH : PROVIDE TWO <br />F GRADE D PAPER <br />PLYWOOD/OSB <br />SHEATHING. <br />COVERING OVER <br />ESISTIVE BARRIER. <br />A MIN. 26 ga. <br />SION-RESISTANT WEEP <br />REED FOR STUCCO AT <br />LATE LINE A MINIMUM <br />ABOVE EARTH OR 2 <br />S ABOVE PAVED AREA <br />ASPHALT SHINGLES <br />OVER 1 LAYERS OF <br />#30 FELT CLASS"B" <br />ROOFING MATERIAL 24"X 12" <br />OR BETTER. ICC ESR #1389 DORMER <br />VENT TYP. <br />---- <br />FRAMING <br />(N) STUCCO.. <br />2X6 RIDGE BOARD <br />(E) 2X6 R.R. @ 24 " O.0 <br />12 <br />PITCH 4 <br />N)2x CLG.JST <br />@ 16" O.C. <br />A-35 W/ SOLID BLOCKI <br />R-30 INSUL. <br />NEW LIVING ROOM <br />LYWD SHEATHING <br />- 13 INSUL <br />USE RED CARD <br />EPDXY MOISTUREgARRIER <br />USE RED GARD <br />2 COATS OF REDGARD WATER AND CRACK <br />PROOFING MEMBRANE OVER ALL EXISTING C <br />EXISTING FOUNDATION <br />O <br />co <br />Cf�055 SECTION A <br />SCALE I /4"= I <br />�(N) SIDING TO� <br />MATCH MAIN FR <br />NORTH ELEVATION <br />SCALE: 1 /4= I '-0" <br />24"X 12" <br />DORMER <br />VENT TYP. <br />ASPHALT SHINGLES \ <br />OVER 1 LAYERS OF 1 <br />#30 FELT CLASS"B" <br />ROOFING MATERIAL <br />OR BETTER. ICC ESR #1389 <br />5OUTH ELEVATION <br />SCALE: 1 /4= 1 '-0'' <br />A <br />I <br />DOUBLE TOP <br />FOR <br />PE <br />PLATES <br />7/8" STUCCO OVER <br />_ATH & 2 LAYERS GRADE 'D" BUILDING PAPPER <br />!- 13 INSUL <br />?x4 STUDS @ <br />I G" O.C. <br />-5/8" 0 A.B. EMBEDED <br />7" INTO M CO 6'-0" O.G. <br />12" FROM CORNERS W/ <br />Master <br />I D <br />1/4" X 3" X 3" PLATE <br />WASHERS <br />Date: <br />-WEEP SCREED FOR STUCCO AT THE I <br />FOUNDATION PLATE LINE A MINIMUM OF 4-IN. <br />ABOVE EARTH OR 2-IN. ABOVE PAVED AREAS WITH A 5-1/2 IN. <br />WEEP SCREED, 3-1/2 IN. VERTICAL FLANGE WITH TOP VERTICAL <br />FLANGE EDGE AT THE TOP OF THE MUDSILL. (CBC 2512.1.2.) <br />12 <br />4 <br />=(N) SIDING TO MATCH= _ <br />-MAIN SFR <br />WEST ELEVATION <br />SCALE: 114 = I '-0" <br />O <br />ro <br />IIIIIIIIIIIIIIIIIIIIIIIIIIII <br />� <br />Z <br />W <br />r� <br />Q <br />O <br />"� <br />OC <br />U <br />Q� <br />o <br />E <br />
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