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Home My WebLink AboutRRAD23-0106 SITE PLAN.pdfEXISTING PROPERTY LINE - 57.49' AZZURO DRIVE EX I S T I N G P R O P E R T Y L I N E - 1 2 1 . 0 0 ' EX I S T I N G P R O P E R T Y L I N E - 1 1 7 . 2 4 ' EXISTING PROPERTY LINE - 88.00' EXISTIN G P L 11.21' W/H (E) DRIVEWAY (E) COURTYARD (E) ENTRY (E) HOUSE (E) LAWN (E) PATIO (E) WALKWAY (E ) W A L K W A Y (E) 3-CAR GARAGE (E) GATE (E) DESERTSCAPE (E) DESERTSCAPE EXISTING 200A ELECTRICAL PANEL TO REMAIN EXISTING GAS METER TO REMAIN C1.0 AS NOTED GE N E R A L N O T E S A N D EX I S T I N G S I T E P L A N CO V E R S H E E T , S H E E T IN D E X , V I C I N I T Y M A P LEGALIZATION ROOM CONVERSION & NEW ROOM CONVERSION FOR : HENTZEN RESIDENCE 119 AZZURO DRIVE PALM DESERT, CA 92211 A.P.N. : 626-440-045 OW N E R N A M E A N D A D D R E S S PR O J E C T N A M E A N D A D D R E S S SHEETPROJECT: DATE: SCALE: 06/25/23 GU S T A V O R A Y A gu s r a y a _ 4 @ y a h o o . c o m 83 - 5 7 0 Q U A I L M O U N T A I N T E R R A C E CO A C H E L L A , C A . 9 2 2 3 6 CE L L : 7 6 0 . 8 3 5 . 9 0 6 3 DE S I G N S RE S I D E N T I A L DE S I G N S RE M O D E L S DR A F T I N G SE R V I C E S DA T E / T I M E : J u n 2 5 , 2 0 2 3 - 2 : 1 3 p m REVISION/ISSUE DATENO. HE N T Z E N R E S I D E N C E A. P . N . : 6 2 6 - 4 4 0 - 0 4 5 LE G A L I Z A T I O N O F R O O M C O N V E R S I O N & NE W R O O M C O N V E R S I O N F O R : 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 KE L L Y H E N T Z E N 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 TE L . : ( 8 1 8 ) 3 1 4 - 4 3 7 7 PROJECT SITE TRO N HHN O R T TRO N HHN O R T VICINITY MAP SCALE: 1/8" = 1'-0" EXISTING SITE PLAN PROJECT SITE SHEET DESCRIPTIONSHEET SCOPE OF WORK: LEGALIZATION OF LIVING ROOM CONVERSION TO BEDROOM & NEW DINING ROOM CONVERSION TO BEDROOM OCCUPANCY GROUP R3 APN: 626-440-045 PROJECT DATA APPLICABLE CODES SHEET INDEX ZONING: R : PLANNED RESIDENTIAL TYPE OF CONSTRUCTION V-B, NON-RATED FIRE SPRINKLERS N/A BUILDING HEIGHT EXISTING TO REMAIN BUILDING AREA (E) HOUSE = 3,307 SQ. FT. (E) GARAGE = 657 SQ. FT. TOTAL = 3,964 SQ. FT. *REMODEL AREA = 362 SQ. FT. PROJECT SUMMARY COVER SHEET, MAP, SHEET INDEX + EXISTING SITE PLAN GENERAL NOTES & ABBREVIATIONS CALIFORNIA GREEN BUILDING CODE STANDARDS CALIFORNIA GREEN BUILDING CODE STANDARDS EXISTING FLOOR PLAN + FLOOR PLAN + ELECTRICAL PLAN + DETAILS C1.0 A0.1 A0.2 A0.3 A2.0 SHEET DESCRIPTIONSHEET THIS PROJECT IS A RENOVATION PROJECT TO AN EXISTING SINGLE FAMILY RESIDENCE DESCRIBED AS FOLLOWS: A.LEGALIZATION OF LIVING ROOM CONVERSION TO BEDROOM B.DINING ROOM CONVERSION TO BEDROOM CONSULTANTS VICINITY MAP TRO N HHN O R T ·APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). (HEALTH AND SAFETY CODE, SECTION 5416) ·CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDING MATERIALS. (ORDINANCE NO. 262 OF THE PALM DESERT MUNICIPAL CODE) ·STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. (PALM DESERT MUNICIPAL CODE, CHAPTER 8.02) ·ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE 1265 (PDMC 15.28) CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 7:00 A.M. - 5:30 P.M. MONDAY - FRIDAY 6:00 A.M. - 7:00 P.M. SATURDAY 8:00 A.M. - 5:00 P.M. SATURDAY 8:00 A.M. - 5:00 P.M. SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS-- NOT ALLOWED A VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT MUNICIPAL CODE SECTION 9.24.070. PALM DESERT MUNICIPAL CODE REQUIREMENTS: FOR CITY APPROVAL STAMP DESIGNER : GR DESIGNS GUSTAVO RAYA 83570 QUAIL MOUNTAIN TERRACE COACHELLA, CA. 92236 TEL.: 760.835.9063 GUSRAYA_4@YAHOO.COM REFER TO SHEET A2.0 "ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM." APPLICABLE CODES: (AS OF JANUARY 1, 2023) CALIFORNIA CODE OF REGULATIONS (C.C.R.) GOVERNING THIS PROJECT. PROJECT WILL COMPLY WITH THE FOLLOWING BUILDING CODES: 2022 CALIFORNIA RESIDENTIAL CODE (CRC), AND/OR PART 2.5 2022 CALIFORNIA BUILDING CODE (CBC), AS APPLICABLE PART 1 & 2 2022 CALIFORNIA GREEN BUILDING STANDARD (CALGREEN)PART 11 2022 CALIFORNIA ELECTRICAL CODE (CEC),PART 3 2022 CALIFORNIA MECHANICAL CODE (CMC),PART 4 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5 2022 CALIFORNIA ENERGY CODE, PART 6 2022 CALIFORNIA FIRE CODE (CFC), PART 9 2022 CALIFORNIA REFERENCED STANDARDS CODE,PART 12 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) SECTION R106.1 ALL CONSTRUCTION SHALL COMPLY WITH THE ABOVE LISTED CODES, AND ALL OTHER CITY OF PALM DESERT MUNICIPAL CODES AND ORDINANCES. A0.1 AS NOTED GE N E R A L N O T E S & A B B R E V I A T I O N S FOR CITY APPROVAL STAMP A/C AIR-CONDITIONING AB ANCHOR BOLT ABV ABOVE ADA AMERICANS WITH DISABILITIES ACT AL ALUMINUM ANOD ANODIZED APPROX APPROXIMATE(LY) BRD BOARD BEL BELOW BET BETWEEN BLDG BUILDING BLKG BLOCKING BM BEAM CAB CABINET CBC CALIFORNIA BUILDING CODE CRC CALIFORNIA RESIDENTIAL CODE CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLF CHAIN LINK FENCE CLG CEILING CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT CNT COUNT CO CASED OPENING COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CT CERAMIC TILE CRPT CARPET DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DK DARK DN DOWN DO DITTO DR DOOR DWG DRAWING E EAST (E)EXISTING EJ EXPANSION JOINT ELEV ELEVATION ELECTELECTRICAL EQ EQUAL EQUIP EQUIPMENT EWH ELECTRIC WATER HEATER EXH EXHAUST EXP EXPOSED, EXPANSION EX EXISTING EXT EXTERIOR FAST FASTEN, FASTENER FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH(ED) FLOOR FIN FINISH(ED) FIXT FIXTURE(S) FLR FLOOR(ING) FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FS FLOOR SINK FT FEET, FOOT FTG FOOTING GA GAGE, GAUGE GALV GALVANIZED GI GALVANIZED IRON GR GRADE GYP GYPSUM HDR HEADER HDWR HARDWARE HP HIGH POINT HORIZ HORIZONTAL HM HOLLOW METAL HR HOUR HT HEIGHT HVAC HEATING/AIR-CONDITIONING IN INCH, INCHES INT INTERIOR JT JOINT L ANGLE LAM LAMINATED LAV LAVATORY LB POUND LBL LABEL LBS POUNDS LED LIGHT EMITTING DIODE LF LINEAR FOOT/FEET LH LEFT HAND LN LINE LP LOW POINT LT LIGHT MATL MATERIAL MAX MAXIMUM MBR MEMBER MECH MECHANICAL MED MEDIUM MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MM MILLIMETER MT MOUNT MTL METAL N NORTH (N)NEW N/A NOT APPLICABLE/NOT AVAILABLE/ NOT ALLOWED NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O/ OVER OC ON CENTER OH OVERHANG OPP OPPOSITE PERF PERFORATED PL PLATE, PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTIC PLF POUNDS PER LINEAR FOOT PLUMB PLUMBING POC POINT OF CONNECTION PR PAIR PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT PVC POLY VINYL CHLORIDE PLWD PLYWOOD QTY QUANTITY QUAL QUALITY R RISER RA RETURN AIR RAD RADIUS REF REFER, REFERENCE REFER REFRIGERATOR REQ REQUIREMENT REQD REQUIRED REV REVISION(S) RH RIGHT HAND RM ROOM RO ROUGH OPENING RWD REDWOOD S SOUTH S&P SHELF-POLE SA SUPPLY AIR SCHD SCHEDULE SEC SECOND SECT SECTION SF SQUARE FOOT/FEET SG SEMI-GLOSS SHT SHEET SHTHG SHEATHING SIM SIMILAR SJ SEISMIC JOINT ST STEEL STD STANDARD STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRY(ICAL) T TREAD T&G TONGUE AND GROOVE TBD TO BE DETERMINED TBL TABLE THK THICK(NESS) TOC TOP OF CONCRETE, TOP OF CURB TOPP TOP OF PARAPET TOS TOP OF STEEL, TOP OF SHEATHING TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL UNF UNFINISHED UNO UNLESS NOTED OTHERWISE VERT VERTICAL VT VINYL TILE W WEST, W SHAPE W/WITH WC WATER CLOSET W/O WITHOUT WP WATERPROOFING GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN CONFORM TO THE FOLLOWING CODES: 2022 CALIFORNIA RESIDENTIAL CODE (CRC), AND/OR PART 2.5 2022 CALIFORNIA BUILDING CODE (CBC), AS APPLICABLE PART 1 & 2 2022 CALIFORNIA GREEN BUILDING STANDARD (CALGREEN)PART 11 2022 CALIFORNIA ELECTRICAL CODE (CEC),PART 3 2022 CALIFORNIA MECHANICAL CODE (CMC),PART 4 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5 2022 CALIFORNIA ENERGY CODE, PART 6 2022 CALIFORNIA FIRE CODE (CFC), PART 9 2022 CALIFORNIA REFERENCED STANDARDS CODE,PART 12 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) SECTION R106.1 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL THE DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL, MECHANICAL, ELECTRICAL, OR FINISH WORK. IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS, IT SHALL BE BROUGHT TO THE DESIGNERS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK IN QUESTION. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER OR THE DESIGNER. 3.DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH WORK. THE DESIGNER SHALL BE NOTIFIED OF ANY DISCREPANCIES IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING WITH SAID WORK. 4.THE CONTRACTOR SHALL, IN CONJUNCTION WITH OTHER TRADES, PROVIDE ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND THE DESIGNER. 5.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSION JOINTS, SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 6.PROVIDE ELECTROLYTIC ISOLATION BETWEEN DISSIMILAR METALS. 7.ANY STEEL SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER AND DESIGNER, PRIOR TO ANY FABRICATION OR INSTALLATION. 8.THE GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES (PLUMBING, ELECTRICAL, TELEPHONE AND UNDERGROUND WORK, IF REQUIRED. 9.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONARY, CENTERLINE OF STEEL, BEAMS OR COLUMNS, (UNLESS NOTED OTHERWISE). 10.FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB. (UNLESS NOTED OTHERWISE). 11.THE GENERAL CONTRACTOR SHALL COORDINATE FRAMING MEMBERS, THEY SHALL BE SPACED TO PERMIT INSTALLATION OF REQUIRED PIPING / CONDUITS PER CODE. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES AND BLOCKING AS REQUIRED FOR A COMPLETE INSTALLATION. THIS INCLUDES ALL BACKING PLATES FOR RAILINGS, CASEWORK, TOILET ROOM ACCESSORIES, MECHANICAL, PLUMBING, ELECTRICAL OR MISCELLANEOUS EQUIPMENT, IF REQUIRED. 12.THE REUSE OF ORIGINAL OR ALTERED DRAWINGS, BY THE OWNER, AGENTS FOR THE OWNER, OR OTHER PARTIES WITHOUT THE WRITTEN APPROVAL OF THE DESIGNER IS PROHIBITED. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY FEES ARISING OUT OF THE REUSE OF THESE DRAWINGS. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES AND THE SAFETY PRECAUTIONS/PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE. IN NO CASE, DO THESE CONTRACT DOCUMENTS RELIEVE THE GENERAL CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OF OMISSION. 14.THE DESIGNER PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESE DOCUMENTS. ALL CHANGES TO THESE DOCUMENTS MUST BE SUBMITTED IN WRITING AND THE APPROPRIATE DOCUMENTS. 15.DEMOLITION CANNOT BE STARTED WITHOUT OBTAINING WRITTEN NOTICE TO PROCEED FROM THE CITY/COUNTY OF SAID PROJECT. 16.DISPOSE OF DEBRIS, RUBBISH, ETC., AS REQUIRED BY CODE. LEAVE THE WORK AREAS BROOM SWEPT CLEAN ON A DAILY BASIS. 17.TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 18.BATHROOM ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC. WITH IN WALLS SHALL BE SEALED AGAINST MOISTURE PER C.R.C. 19.UNLESS NOTED OTHERWISE, EXTERIOR CEMENT PLASTER APPLICATION SHALL CONSIST OF A 3-COAT PROCESS PER C.R.C. THE CONTRACTOR SHALL PROVIDE A LATH BASE USING "RIB-LATH" WHERE REQUIRED TO PREVENT SAGGING. THE PLASTER IS TO BE APPLIED USING THE FOLLOWING: 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT PLASTER APPLICATION SHALL BE 7/8" MIN. 20."ALL" OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. ABBREVIATIONS FIRE NOTES NOTES ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. PROVIDE FIRE BLOCKING AT ALL INTERSECTIONS BETWEEN CONCEALED & HORIZONTAL SPACES SUCH AS SOFFITS, ROOFS OR CEILING FIRE BLOCKS AND DRAFT STOP: FIRE BLOCKS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1.IN CONCEALED SPACES OF STUD WALL AND PARTITIONS, INCLUDING FURRED SPACES AT CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3.FIRE BLOCK CONSTRUCTION: FIRE BLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO THICKNESSES OF 1 INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESSES OF 23/32 INCH WOOD STRUCTURAL PANEL OR ONE THICKNESS OF 1/2 INCH TYPE 2-M PARTICLE BOARD WITH JOINTS BACKED BY 1/2 INCH TYPE 2-M PARTICLE BOARD. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT ASBESTOS BOARD, MINERAL FIBER, GLASS FIBER OR OTHER APPROVED MATERIALS SECURELY FASTENED IN PLACE LOOSEFILL INSULATION MATERIAL SHALL NOT BE USED AS A FIRE BLOCK UNLESS SPECIFICALLY FIRE TESTED. 4. PROVIDE FIRE BLOCKING AT ALL INTERSECTIONS BETWEEN CONCEALED & HORIZONTAL SPACES SUCH AS SOFFITS, ROOFS OR CEILINGS. 5. INSULATION SHALL HAVE A FLAME SPREAD INDEX RATING OF 25 AND AND SHALL HAVE A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. (CRC R302.10.1) 6. INSTALLATION OF ROOFING MATERIAL SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND THE CRC CHAPTER 9. 7. THE UNVENTED ATTIC ASSEMBLY FOR THE ADDITION IS PERMITTED BECAUSE ALL CRITERIA OF SECTION (R806.5) IS BEING MET. CONDITIONS 1 & 2 ARE MET. CONDITIONS 3 & 4 ARE N/A. CONDITION 5.1 IS ALSO BEING MET. USE NEW R-38 MIN. ICYNENE LD-C-50 AIR-IMPERMEABLE INSULATION. SPACE IS UNVENTED. ICC-ES ESR-1826. NOTES: a.ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OD 0.192 INCH (20d COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THEN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16" INCH ON DIAMETER CROWN WIDTH. c.NAILS SHALL BE SPACED NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. d.FOUR-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY. e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). f.FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48-INCH DISTANCE FROM GABLE END WALLS, IN MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM. g.FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL WOOD SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES, AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. h.GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. i.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT ALL PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. j.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAILON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. NAILING SCHEDULE CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL3 1 CEILING JOIST TO PLATE, TOE-NAIL BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 2 ITEM DESCRIPTION OF BUILDING ELEMENTS COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20 GAGE RIDGE STRAP4 RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL5 ROOF RAFTERS TO RIDGE, VALLEY, OR HIP RAFTERS: TOE NAIL FACE NAIL6 ROOF FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF FASTENER 3-8d a,b,c SPACING OF FASTENERS 3-8d 3-10d 3-10d 3-16d BOX NAILS 4-16d 3-16d - - - - 2 TOE NAILS ON ONE SIDE AND 1 TOENAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS - WALL 7 BUILT-UP STUDS - FACE NAIL 10d 24" O.C. 8 ABUTTING STUDS AT INTERSECTING WALL CORNERS - FACE NAIL 16d 12" O.C. 9 CONTINUED HEADER, TWO PIECES 16d 16" O.C. ALONG EACH SIDE10 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d -11 DOUBLE STUDS, FACE NAIL 10d 24" O.C.12 DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, MINIMUM 24-INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA14 8-16d - 15 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16" O.C. 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16" O.C. STUD TO SOLE PLATE, TOE NAIL17 3-8d OR 2-16d - 18 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d - 19 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d - 20 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d, 2 STAPLES 1 3/4"- 21 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d, 2 STAPLES 1 3/4"- 22 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 2-8d, 3 STAPLES 1 3/4"- 23 WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d, 4 STAPLES 1 3/4"- FLOOR 24 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d - 25 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d, 2 STAPLES 1 3/4" 26 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d - 27 RIM JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATIONS ALSO)8d 6" O.C. 29 2" PLANKS, (PLANK & BEAM - FLOOR & ROOF)2-16d AT EACH BEARING BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS30 10d NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. 31 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST OR RAFTER ITEM DESCRIPTION OF BUILDING MATERIALS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING DESCRIPTION OF FASTENER SPACING OF FASTENERS b,c,e EDGES (INCHES) INTERMETIATE SUPPORTS (INCHES) I c,e 3/8" - 1/2"32 6d COMMON NAIL (SUBFLOOR WALL) 8d COMMON NAIL (ROOF)6 12 j g 19/32" - 1" 34 8d COMMON NAIL 6 12 33 6 12 g f 1 1/8" - 1 1/4"10d COMMON NAIL OR 8d DEFORMED NAIL OTHER WALL SHEATHING h 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 35 1 1/2" GALVANIZED ROOFING NAIL, 7/16" CROWN OR 1" CROWN STAPLE 16 GA., 1 1/4" LONG 3 6 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 36 3 6 1/2" GYPSUM SHEATHING37 1 1/2" GALVANIZED ROOFING NAIL, STAPLE GALVANIZED, 1 1/2" LONG; 1 1/4" SCREWS, TYPE W OR S 7 7 5/8" GYPSUM SHEATHING38 1 3/4" GALVANIZED ROOFING NAIL, STAPLE GALVANIZED, 1 5/8" LONG; 1 5/8" SCREWS, TYPE W OR S 7 7 1 3/4" GALVANIZED ROOFING NAIL, 7/16" CROWN OR 1" CROWN STAPLE 16 GA., 1 1/2" LONG WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3/4" OR LESS39 6d DEFORMED NAIL OR 8d COMMON NAIL 6 12 7/8" - 1"40 1 1/8" - 1 1/4"41 10d COMMON NAIL OR 8d DEFORMED NAIL 8d COMMON NAIL OR 8d DEFORMED NAIL THIS SCHEDULE CONFORMS TO CRC SECTION R602.3(1) FASTENING SCHEDULE 13 BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d 16" O.C. ALONG EACH SIDE RIM JOIST OR BLOCKING TO SILL PLATE, TOE NAIL 8d 6" O.C. - 28 d d 6 12 6 12 SHOWERHEADS FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE 1.8 GPM @ 80 PSI LAVATORY FAUCETS 1.2 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI WATER CLOSETS 1.28 GALLONS/FLUSH URINALS (WALL-MOUNT)0.125 GALLONS/FLUSH NOTE: SHOW COMPLIANCE WITH THE FOLLOWING TABLE FOR NEW / REPLACED FIXTURES, PER CGC 4.303.1 URINALS (OTHERS)0.5 GALLONS/FLUSH METERING FAUCETS .20 GALLONS PER CYCLE 1 1. LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM AT 20 PSI. OW N E R N A M E A N D A D D R E S S PR O J E C T N A M E A N D A D D R E S S SHEETPROJECT: DATE: SCALE: 06/24/23 GU S T A V O R A Y A gu s r a y a _ 4 @ y a h o o . c o m 83 - 5 7 0 Q U A I L M O U N T A I N T E R R A C E CO A C H E L L A , C A . 9 2 2 3 6 CE L L : 7 6 0 . 8 3 5 . 9 0 6 3 DE S I G N S RE S I D E N T I A L DE S I G N S RE M O D E L S DR A F T I N G SE R V I C E S DA T E / T I M E : J u n 2 4 , 2 0 2 3 - 8 : 5 6 p m REVISION/ISSUE DATENO. HE N T Z E N R E S I D E N C E A. P . N . : 6 2 6 - 4 4 0 - 0 4 5 LE G A L I Z A T I O N O F R O O M C O N V E R S I O N & NE W R O O M C O N V E R S I O N F O R : 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 KE L L Y H E N T Z E N 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 TE L . : ( 8 1 8 ) 3 1 4 - 4 3 7 7 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: DESIGNER, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. OW N E R N A M E A N D A D D R E S S PR O J E C T N A M E A N D A D D R E S S SHEETPROJECT: DATE: SCALE: 06/24/23 GU S T A V O R A Y A gu s r a y a _ 4 @ y a h o o . c o m 83 - 5 7 0 Q U A I L M O U N T A I N T E R R A C E CO A C H E L L A , C A . 9 2 2 3 6 CE L L : 7 6 0 . 8 3 5 . 9 0 6 3 DE S I G N S RE S I D E N T I A L DE S I G N S RE M O D E L S DR A F T I N G SE R V I C E S DA T E / T I M E : J u n 2 4 , 2 0 2 3 - 8 : 5 6 p m REVISION/ISSUE DATENO. HE N T Z E N R E S I D E N C E A. P . N . : 6 2 6 - 4 4 0 - 0 4 5 LE G A L I Z A T I O N O F R O O M C O N V E R S I O N & NE W R O O M C O N V E R S I O N F O R : 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 KE L L Y H E N T Z E N 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 TE L . : ( 8 1 8 ) 3 1 4 - 4 3 7 7 A0.2 AS NOTED CA L I F O R N I A G R E E N B U I L D I N G C O D E FOR CITY APPROVAL STAMP MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: DESIGNER, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) OW N E R N A M E A N D A D D R E S S PR O J E C T N A M E A N D A D D R E S S SHEETPROJECT: DATE: SCALE: 06/24/23 GU S T A V O R A Y A gu s r a y a _ 4 @ y a h o o . c o m 83 - 5 7 0 Q U A I L M O U N T A I N T E R R A C E CO A C H E L L A , C A . 9 2 2 3 6 CE L L : 7 6 0 . 8 3 5 . 9 0 6 3 DE S I G N S RE S I D E N T I A L DE S I G N S RE M O D E L S DR A F T I N G SE R V I C E S DA T E / T I M E : J u n 2 4 , 2 0 2 3 - 8 : 5 6 p m REVISION/ISSUE DATENO. HE N T Z E N R E S I D E N C E A. P . N . : 6 2 6 - 4 4 0 - 0 4 5 LE G A L I Z A T I O N O F R O O M C O N V E R S I O N & NE W R O O M C O N V E R S I O N F O R : 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 KE L L Y H E N T Z E N 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 TE L . : ( 8 1 8 ) 3 1 4 - 4 3 7 7 A0.3 AS NOTED CA L I F O R N I A G R E E N B U I L D I N G C O D E FOR CITY APPROVAL STAMP W/H (E) MASTER BEDROOM (E) +12'-0" CLNG. (E) MASTER WALK-IN CLOSET (E) +12'-0" CLNG. (E) MASTER BATH (E) +12'-0" CLNG. (E) ENTRY (E) +12'-0" CLNG. (E) POWDER ROOM (E) +12'-0" CLNG. (E) BEDROOM #4 (E) +12'-0" CLNG. (E) COURTYARD (E) BEDROOM #3 (E) +12'-0" CLNG. (E) 3- CAR GARAGE (E) +12'-0" CLNG. (E) BATH #2 (E) +12'-0" CLNG. (E) LAUNDRY ROOM (E) +12'-0" CLNG. (E) BATH #3 (E) +12'-0" CLNG. (E) WALK-IN CLOSET (E) +12'-0" CLNG. (E) BEDROOM #2 (E) +12'-0" CLNG. (E) LIVING ROOM (E) +12'-0" CLNG. (E) DINING ROOM (E) +12'-0" CLNG. (E) NOOK (E) +12'-0" CLNG. (E) KITCHEN (E) +12'-0" CLNG. (E) FAMILY ROOM (E) +12'-0" CLNG. (E) HALLWAY (E) +12'-0" CLNG. (E) HALLWAY (E) +12'-0" CLNG. (E) HALLWAY (E) +12'-0" CLNG. (E) PORCH (E) COVERED PATIO EXISTING 200A ELECTRICAL PANEL TO REMAIN (E) 3080 (E) 3060 XO WINDOW (E) 3080 (E) 3060 XO WINDOW (E) 3060 XO WINDOW (E) 3060 XO WINDOW (E) 3060 XO WINDOW (E)8060 XO WINDOW (E ) 3 0 8 0 EXISTING GAS METER TO REMAIN (E) HALLWAY (E) +12'-0" CLNG. (E) COVERED PATIO (N) BEDROOM #5 (E) +12'-0" CLNG. (N) BEDROOM #6 (E) +12'-0" CLNG. (N) SD/CM TV +60" +12"(E) (E) G.W.B. +11'-6" (E) G.W.B. +12'-0" G.W.B. +11'-6" G.W.B. +12'-0" G.W.B. +11'-6" G.W.B. +11'-6" (E) (E) (E) (E) (E) (E) SD/CM +12" 2 D +12" (E) (E) (E) (E)(E) (E) (E) S/A (E) S/A (E) S/A (E) NO CHANGE (E) NO CHANGE (E) NO CHANGE (E) (E) HALLWAY (E) +12'-0" CLNG. (E) COVERED PATIO (N) BEDROOM #5 (E) +12'-0" CLNG. (N) BEDROOM #6 (E) +12'-0" CLNG. (N ) 3 0 6 8 (E) 3080 (E) 3060 XO WINDOW (E) 3080 (E) 3060 XO WINDOW (E) 3060 XO WINDOW (E) 3060 XO WINDOW (E) 3060 XO WINDOW 4"3'-0"2"5'-3"3"3'-0"2'-8"4'-11" 2' - 8 " 8"5'-0"3" 1'-0" 3"4'-0"8" 2' - 8 " 3'-6"(E) 4'-712"5'-11" 12'-10" (N ) 3 0 6 8 (E) 19'-7" 13'-012" (E ) 1 3 ' - 3 " 21 2" 21 2" (N) 48" SLDG. DRS.(N) 60" SLDG. DRS. OW N E R N A M E A N D A D D R E S S PR O J E C T N A M E A N D A D D R E S S SHEETPROJECT: DATE: SCALE: 06/24/23 GU S T A V O R A Y A gu s r a y a _ 4 @ y a h o o . c o m 83 - 5 7 0 Q U A I L M O U N T A I N T E R R A C E CO A C H E L L A , C A . 9 2 2 3 6 CE L L : 7 6 0 . 8 3 5 . 9 0 6 3 DE S I G N S RE S I D E N T I A L DE S I G N S RE M O D E L S DR A F T I N G SE R V I C E S DA T E / T I M E : J u n 2 4 , 2 0 2 3 - 8 : 5 6 p m REVISION/ISSUE DATENO. HE N T Z E N R E S I D E N C E A. P . N . : 6 2 6 - 4 4 0 - 0 4 5 LE G A L I Z A T I O N O F R O O M C O N V E R S I O N & NE W R O O M C O N V E R S I O N F O R : 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 KE L L Y H E N T Z E N 11 9 A Z Z U R O D R . PA L M D E S E R T , C A . 9 2 2 1 1 TE L . : ( 8 1 8 ) 3 1 4 - 4 3 7 7 A2.0 AS NOTED EX I S T I N G F L O O R P L A N + FL O O R P L A N & E L E C T R I C A L P L A N + D E T A I L S TRO N HHN O R T WALL LEGEND EXISTING WALL TO REMAIN NEW 2x4 STUDS @ 16" O.C. W/ 12" GYP. BRD. ON BOTH SIDES -TO MATCH EXISTING -REFER TO DETAILS 1 & 2/A2.0 FOR CITY APPROVAL STAMP TRO N HHN O R T SCALE: = 1'-0"NON-BEARING PARTITION WALL1 NONE SCALE: = 1'-0"NON-BEARING PARTITION WALL ANCHORING2 3" PLATE AT NON-BEARING PARTITION WALL 32" M A X I M U M S P A C I N G 6" END S P A C I N G M A X . 1-3/ 4 " ED G E D I S T A N C E EVALUATION REPORT# ESR-1663 (HILTI PINS ESR-1663) @ 6" FROM PLATE END WASHERS-FIRST PIN PLACED O.C. W/ 14 GA. x 1 3/8" DIA x 3" HILTI X-2ZF PINS @ 32" 2x SILL PLATE W/ .145 DIA NOTE: USE AT ALL FLOOR TRANSITIONS & DETAIL 2 / A2.0 & DETAIL 2 / A2.0 2x4 2x4 CEILING NOTES 1. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP (CRC R315.5) 2. PROVIDE INTERCONNECTION, WHERE MORE THAN ONE CARBON MONOXIDE ALARMS IS REQUIRED, SO THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE DWELLING. (CRC R315.1.3) 3. ALL INTERIOR LUMINARIES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH JOINT APPENDIX JA8 MUST BE CONTROLLED BY EITHER A DIMMER OR VACANCY SENSOR, EXCEPT THOSE LOCATED IN CLOSETS LESS THAN 70 SQUARE FEET OR HALLWAYS. (CEC 150.0(k)2K) ELECTRICAL LEGEND DS S S 3 110V WALL OUTLET SWITCH 3-WAY SWITCH DIMMER SWITCH RECESSED LED CAN LIGHT SD/CM COMBO CARBON MONOXIDE/SMOKE DETECTOR TO 110V W/ BATTERY BACK-UP J-BOXJ CEILING FAN W/ LIGHTS NOTE: NO CHANGE TO MECHANICAL SYSTEM OR PLUMBING SYSTEM SCALE: 1/4" = 1'-0" EXISTING FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN SCALE: 1/4" = 1'-0" ELECTRICAL PLAN (E) SUPPLY AIR REGISTER