The URL can be used to link to this page

Home My WebLink AboutFLOOD ZONE- 820 N Euclid St Unit #1 - PlanB A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : GENERAL NOTES G1.0 GENERAL NOTES APPLICABLE CODES. ALL PROJECTS SHALL COMPLY WITH THE 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) AND ALL APPLICABLE JURISDICTIONAL AMENDMENTS. FOUNDATION AND UNDERFLOOR 1.FOUNDATION REINFORCEMENT. CONTINUOUS FOOTINGS AND STEM WALLS SHALL BE PROVIDED WITH A MINIMUM TWO LONGITUDINAL NO. 4 BARS, ONE AT THE TOP AND ONE AT THE BOTTOM OF THE FOOTING. (CRC R403.1.3.3) 2.SHEAR WALL FOUNDATION SUPPORT. SHEAR WALLS SHALL BE SUPPORTED BY CONTINUOUS FOUNDATIONS. (CRC 403.1.2) 3.CONCRETE SLABS-ON-GRADE. SLABS-ON-GRADE SHALL BE MINIMUM 3-1/2-INCHES THICK. (CRC R506.1) 4.VAPOR RETARDER. A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED MINIMUM 6 INCHES SHALL BE PLACED BETWEEN A CONCRETE SLAB-ON-GRADE AND THE BASE COURSE OR SUBGRADE. (CRC 506.2.3) 5.ANCHOR BOLTS AND SILLS. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION OR FOUNDATION WALL PER THE FOLLOWING (CRC R403.1.6 AND CRC R602.11.1): a.MINIMUM 1/2-INCH-DIAMETER STEEL BOLTS b.BOLTS EMBEDDED AT LEAST 7 INCHES INTO CONCRETE OR MASONRY c.BOLTS SPACED MAXIMUM 6 FEET ON CENTER d.MINIMUM TWO BOLTS PER PLATE/SILL PIECE WITH ONE BOLT LOCATED MAXIMUM 12 INCHES AND MINIMUM 7 BOLT DIAMETERS FROM EACH END OF EACH SILL PLATE/PIECE e.MINIMUM 3-INCH BY 3-INCH BY 0.299-INCH STEEL PLATE WASHER BETWEEN SILL AND NUT ON EACH BOLT 6.HOLD-DOWNS. ALL HOLD-DOWNS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 7.PROTECTION OF WOOD AGAINST DECAY. NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS (CRC R317.1): a.ALL WOOD IN CONTACT WITH GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH GROUND, OR EMBEDDED IN CONCRETE EXPOSED TO WEATHER b.WOOD JOISTS WITHIN 18 INCHES AND WOOD GIRDERS WITHIN 12 INCHES OF THE EXPOSED GROUND IN CRAWL SPACES SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD c.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD d.WOOD FRAMING, SHEATHING, AND SIDING ON THE EXTERIOR OF THE BUILDING AND HAVING CLEARANCE LESS THAN 6 INCHES FROM THE EXPOSED GROUND OR LESS THAN 2 INCHES VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACE EXPOSED TO WEATHER e.SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLAB IN DIRECT CONTACT WITH GROUND UNLESS SEPARATED FROM SUCH SLAB BY IMPERVIOUS MOISTURE BARRIER FOUNDATION AND UNDERFLOOR (CONTINUED) f.ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS WITH CLEARANCES LESS THAN 1/2 INCH ON TOPS, SIDES, AND ENDS g.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS EXPOSED TO WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER h.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO INTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE EXCEPT WHERE VAPOR RETARDER APPLIED BETWEEN WALL AND FURRING STRIPS OR FRAMING MEMBERS 8.UNDERFLOOR VENTILATION. UNDERFLOOR AREAS SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS, WITH MINIMUM NET AREA OF VENTILATION OPENINGS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDERFLOOR AREA. ON SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. (CRC R408.1) 9.UNDERFLOOR ACCESS. UNDERFLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18-INCH BY 24-INCH ACCESS OPENING. (CRC R408.4) WOOD FRAMING 1.FASTENER REQUIREMENTS. THE NUMBER, SIZE, AND SPACING OF FASTENERS CONNECTING WOOD MEMBERS/ELEMENTS SHALL NOT BE LESS THAN THAT SET FORTH IN CRC TABLE R602.3(1). (CRC R502.9, CRC R602.3, AND CRC R802.2) 2.STUD SIZE, HEIGHT, AND SPACING. THE SIZE, HEIGHT, AND SPACING OF STUDS SHALL BE IN ACCORDANCE WITH CRC TABLE R602.3(5). (CRC R602.3.1) 3.SILL PLATE. STUDS SHALL HAVE FULL BEARING ON NOMINAL 2-INCH THICK OR LARGER SILL PLATE WITH WIDTH AT LEAST EQUAL TO STUD WIDTH. (CRC R602.3.4) 4.BEARING STUDS. WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER AND THE BEARING STUDS BELOW ARE SPACED 24 INCHES ON CENTER, SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH. (CRC R602.3.3) 5.DRILLING AND NOTCHING OF STUDS. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALL OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE STUDS BORED. (CRC R602.6) 6.TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES. JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE MINIMUM NOMINAL 2 INCHES THICK AND HAVE WIDTH AT LEAST EQUAL TO WIDTH OF STUDS. (CRC R602.3.2) 7.TOP PLATE SPLICES. TOP PLATE LAP SPLICES SHALL BE FACE-NAILED WITH MINIMUM 8 16D NAILS ON EACH SIDE OF SPLICE. (CRC R602.10.8.1) 8.DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054-INCH THICK AND 1-1/2-INCHES WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN 8 10D NAILS HAVING A MINIMUM LENGTH OF 1-1/2 INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND MINIMUM 6 INCHES PAST THE OPENING. (CRC R602.6.1) 9.CRIPPLE WALLS. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. CRIPPLE WALLS MORE THAN 4 FEET IN HEIGHT SHALL HAVE STUDS SIZED AS REQUIRED FOR AN ADDITIONAL STORY. CRIPPLE WALLS WITH STUD HEIGHT LESS THAN 14 INCHES SHALL BE SHEATHED ON AT LEAST ONE SIDE WITH A WOOD STRUCTURAL PANEL FASTENED TO BOTH THE TOP AND BOTTOM PLATES IN ACCORDANCE WITH TABLE R602.3(1), OR THE CRIPPLE WALLS SHALL BE CONSTRUCTED OF SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATIONS. (CRC R602.9) 10.WALL BRACING. BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH THE METHODS ALLOWED PER CRC R602.10.2, CRC R602.10.4, AND/OR CRC R602.10.5. 11.BRACED WALL LINE SPACING. SPACING BETWEEN BRACED WALL LINES SHALL NOT EXCEED 20 FEET OR ALTERNATE PROVISIONS OF CRC R602.10.1.3. 12.SHEAR WALL CUMULATIVE LENGTH. THE CUMULATIVE LENGTH OF SHEAR WALLS WITHIN EACH BRACED WALL LINE SHALL MEET THE PROVISIONS OF CRC TABLE R602.10.3(1) FOR WIND LOADS AND CRC TABLE R602.10.3(2) FOR SEISMIC LOADS. (CRC R602.10.1.1) 13.SHEAR WALL SPACING. SHEAR WALLS SHALL BE LOCATED NOT MORE THAN 25 FEET ON CENTER. (CRC R602.10.2.2) 14.SHEAR WALL OFFSET. SHEAR WALLS MAY BE OFFSET OUT-OF-PLAN NOT MORE THAN 4 FEET FROM THE DESIGNATED BRACED WALL LINE AND NOT MORE THAN 8 FEET FROM ANY OTHER OFFSET WALL CONSIDERED PART OF THE SAME BRACED WALL LINE. (CRC R602.10.1.2) 15.SHEAR WALL LOCATION. SHEAR WALLS SHALL BE LOCATED AT THE ENDS OF EACH BRACED WALL LINE OR MEET THE ALTERNATE PROVISIONS OF CRC R602.10.2.2. 16.INDIVIDUAL SHEAR WALL LENGTH. SHEAR WALLS SHALL MEET MINIMUM LENGTH REQUIREMENTS OF CRC R602.10.6.5.1. 17.CRIPPLE WALL BRACING. CRIPPLE WALLS SHALL BE BRACED PER CRC R602.10.11. 18.SHEAR WALL AND DIAPHRAGM NAILING. ALL SHEAR WALLS, ROOF DIAPHRAGMS, AND FLOOR DIAPHRAGMS SHALL BE NAILED TO SUPPORTING CONSTRUCTION PER CRC TABLE R602.3(1). (CRC R604.3) 19.SHEAR WALL JOINTS. ALL VERTICAL JOINTS IN SHEAR WALL SHEATHING SHALL OCCUR OVER, AND BE FASTENED TO, COMMON STUDS. HORIZONTAL JOINTS IN SHEAR WALLS SHALL OCCUR OVER, AND BE FASTENED TO, MINIMUM 1-1/2-INCH-THICK BLOCKING. (CRC R602.10.10) 20.FRAMING OVER OPENINGS. HEADERS, DOUBLE JOISTS, OR TRUSSES OF ADEQUATE SIZE TO TRANSFER LOADS TO VERTICAL MEMBERS SHALL BE PROVIDED OVER WINDOW AND DOOR OPENINGS IN LOAD-BEARING WALLS AND PARTITIONS. (CRC 2304.3.2) 21.JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL-DEPTH SOLID-BLOCKED WITH MINIMUM 2-INCH NOMINAL LUMBER SPACED AT MAXIMUM 4 FEET ON CENTER. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS, OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. (CRC R502.4) 22.JOISTS ABOVE OR BELOW SHEAR WALLS. WHERE JOISTS ARE PERPENDICULAR TO A SHEAR WALL ABOVE OR BELOW, A RIM JOIST, BAND JOIST, OR BLOCKING SHALL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE SHEAR WALL. WHERE JOISTS ARE PARALLEL TO A SHEAR WALL ABOVE OR BELOW, A RIM JOIST, END JOIST, OR OTHER PARALLEL FRAMING SHALL BE PROVIDED DIRECTLY ABOVE AND/OR BELOW THE SHEAR WALL. WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE AND/OR BELOW THE SHEAR WALL, FULL-DEPTH BLOCKING AT 16-INCH SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH SIDE OF THE SHEAR WALL. (CRC R602.10.8) 23.FLOOR MEMBER BEARING. THE ENDS OF EACH FLOOR JOIST, BEAM, OR GIRDER SHALL HAVE MINIMUM 1-1/2 INCHES OF BEARING ON WOOD OR METAL AND MINIMUM 3 INCHES OF BEARING ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1-INCH-BY-4-INCH RIBBON STRIP AND NAILED TO THE ADJOINING STUD OR BY THE USE OF APPROVED JOIST HANGERS. (CRC R502.6) 24.FLOOR JOIST LAP. FLOOR JOISTS FRAMING OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP MINIMUM 3 INCHES AND SHALL BE NAILED TOGETHER WITHIN MINIMUM 3 10D FACE NAILS. A WOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE LAP IS PERMITTED. (CRC R502.6.1) 25.FLOOR JOIST-TO-GIRDER SUPPORT. FLOOR JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM NOMINAL 2 INCHES BY 2 INCHES. (CRC R502.6.2) 26.FLOOR JOIST LATERAL RESTRAINT. FLOOR JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS AND EACH INTERMEDIATE SUPPORT BY MINIMUM 2-INCH FULL-DEPTH BLOCKING, BY ATTACHMENT TO FULL-DEPTH HEADER, BAND JOIST, OR RIM JOIST, TO AN ADJOINING STUD, OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. (CRC R502.7) 27.FLOOR JOIST BRIDGING. FLOOR JOISTS EXCEEDING NOMINAL 2 INCHES BY 12 INCHES SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS 1-INCH-BY-3-INCH STRIP NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT MAXIMUM 8-FOOT INTERVALS. (CRC R502.7.1) 28.FRAMING OF FLOOR OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET, THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST LOCATED WITHIN 3 FEET OF THE TRIMMER JOIST BEARING. WHEN THE HEADER JOIST SPAN EXCEEDS 4 FEET, THE TRIMMER JOISTS AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER. APPROVED HANGERS SHALL BE USED FOR THE HEADER-JOIST-TO-TRIMMER-JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6 FEET. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM 2 INCHES BY 2 INCHES. (CRC R502.10) A.WOOD FRAMING (CONTINUED) 29.GIRDERS. GIRDERS FOR SINGLE-STORY CONSTRUCTION OR GIRDERS SUPPORTING LOADS FROM A SINGLE FLOOR SHALL NOT BE LESS THAN 4 INCHES BY 6 INCHES FOR SPANS 6 FEET OR LESS, PROVIDED THAT GIRDERS ARE SPACED NOT MORE THAN 8 FEET ON CENTER. OTHER GIRDERS SHALL BE DESIGNED TO SUPPORT THE LOADS SPECIFIED IN THE CBC. GIRDER END JOINTS SHALL OCCUR OVER SUPPORTS. WHEN A GIRDER IS SPLICED OVER A SUPPORT, AN ADEQUATE TIE SHALL BE PROVIDED. THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL NOT HAVE LESS THAN 3 INCHES OF BEARING. (CHAPTER 5 CRC) 30.RIDGES, HIPS, AND VALLEYS. RAFTERS SHALL BE FRAMED TO A RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARDS SHALL BE MINIMUM 1-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEY AND HIPS, THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN 3:12 SLOPE (25% GRADIENT), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILINGS JOISTS, SUCH AS RIDGES, HIPS, AND VALLEYS, SHALL BE DESIGNED AS BEAMS. (CRC R802.3) 31.CEILING JOIST AND RAFTER CONNECTIONS. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER PER CRC TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE WALL TOP PLATE PER CRC TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED PER CRC TABLE R802.5.1(9) WHERE THEY MEET OVER INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO RAFTERS. WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE WALL TOP PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTER TIES SHALL BE MINIMUM 2 INCHES BY 4 INCHES NOMINAL, INSTALLED PER CRC TABLE R802.5.1(9), OR CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILINGS JOISTS OR RAFTER TIES ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR ENGINEER-DESIGNED GIRDER. (CRC R802.3.1) 32.CEILING JOISTS LAPPED. ENDS OF CEILING JOISTS SHALL BE LAPPED MINIMUM 3 INCHES OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING ELEMENT. WHERE CEILING JOISTS PROVIDE RESISTANCE TO RAFTER THRUST, LAPPED JOISTS SHALL BE NAILED TOGETHER PER CRC TABLE R602.3(1) AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST. (CRC R802.3.2) 33.COLLAR TIES. COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACE. COLLAR TIES SHALL BE A MINIMUM 1 INCH BY 4 INCHES NOMINAL AND SPACED AT MAXIMUM 4 FEET ON CENTER. (CRC R802.3.1) 34.PURLINS. PURLINS INSTALLED TO REDUCE THE SPAN OF RAFTERS SHALL BE SIZED NOT LESS THAN THE REQUIRED SIZE OF THE RAFTERS THEY SUPPORT. PURLINS SHALL BE CONTINUOUS AND SHALL BE SUPPORTED BY 2-INCH-BY-4-INCH NOMINAL BRACES INSTALLED TO BEARING WALLS AT A MINIMUM 45-DEGREE SLOPE FROM HORIZONTAL. THE BRACES SHALL BE SPACED MAXIMUM 4 FEET ON CENTER WITH A MAXIMUM 8-FOOT UNBRACED LENGTH. (CRC R802.5.1) 35.ROOF/CEILING MEMBER BEARING. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1-1/2 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES OF BEARING ON MASONRY OR CONCRETE. (CRC R802.6) 36.ROOF/CEILING MEMBER LATERAL SUPPORT. ROOF FRAMING MEMBERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 5:1 SHALL BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION. (CRC R802.8) 37.ROOF/CEILING BRIDGING. RAFTERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 6:1 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS 1-INCH-BY-3-INCH WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT MAXIMUM 8-FOOT INTERVALS. (CRC R802.8.1) 38.FRAMING OF ROOF/CEILING OPENINGS. OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET, THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER. SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST LOCATED WITHIN 3 FEET OF THE TRIMMER JOIST BEARING. WHEN THE HEADER JOIST SPAN EXCEEDS 4 FEET, THE TRIMMER JOISTS AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTERS FRAMING INTO THE HEADER. APPROVED HANGERS SHALL BE USED FOR THE HEADER-JOIST-TO-TRIMMER-JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6 FEET. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM 2 INCHES BY 2 INCHES. (CRC R502.10) 39.ROOF FRAMING ABOVE SHEAR WALLS. RAFTERS OR ROOF TRUSSES SHALL BE CONNECTED TO TOP PLATES OF SHEAR WALLS WITH BLOCKING BETWEEN THE RAFTERS OR TRUSSES. (CRC R602.10.8) 40.ROOF DIAPHRAGM UNDER FILL FRAMING. ROOF PLYWOOD SHALL BE CONTINUOUS UNDER CALIFORNIA FILL FRAMING. 41.ROOF DIAPHRAGM AT RIDGES. MINIMUM 2-INCH NOMINAL BLOCKING REQUIRED FOR ROOF DIAPHRAGM NAILING AT RIDGES. 42.BLOCKING OF ROOF TRUSSES. MINIMUM 2-INCH NOMINAL BLOCKING REQUIRED BETWEEN TRUSSES AT RIDGE LINES AND AT POINTS OF BEARING AT EXTERIOR WALLS. 43.TRUSS CLEARANCE. MINIMUM 1/2-INCH CLEARANCE REQUIRED BETWEEN TOP PLATES OF INTERIOR NON-BEARING PARTITIONS AND BOTTOM CHORDS OF TRUSSES. 44.DRILLING, CUTTING, AND NOTCHING OF ROOF/FLOOR FRAMING. NOTCHES IN SOLID LUMBER JOISTS, RAFTERS, BLOCKING, AND BEAMS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH, SHALL BE NOT LONGER THAN ONE-THIRD THE MEMBER DEPTH, AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT MEMBER ENDS SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. THE TENSION SIDE OF MEMBERS 4 INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT MEMBER ENDS. THE DIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. (CRC R502.8.1) 45.EXTERIOR LANDINGS, DECKS, BALCONIES, AND STAIRS. SUCH ELEMENTS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. (CRC R311.3) 46.FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS (CRC R302.11 AND CRC R1003.19): a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: i.VERTICALLY AT THE CEILING AND FLOOR LEVELS ii.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET b.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS c.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN d.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION e.AT CHIMNEYS AND FIREPLACES PER ITEM E.49 f.CORNICES OF A TWO-FAMILY DWELLING AT THE LINE OF DWELLING-UNIT SEPARATION 47.FIREBLOCKING MATERIALS. EXCEPT AS OTHERWISE SPECIFIED IN ITEMS E.48 AND E.49, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS WITH THE INTEGRITY MAINTAINED (CRC R302.11.1): a.TWO-INCH NOMINAL LUMBER b.TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS c.ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/32-INCH WOOD STRUCTURAL PANEL d.ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLEBOARD e.1/2-INCH GYPSUM BOARD f.1/4-INCH CEMENT-BASED MILLBOARD g.BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OF OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL THE ENTIRE CROSS-SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES MEASURED VERTICALLY. WHEN PIPING, CONDUIT, OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. 48.FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL. SUCH OPENINGS SHALL BE FIREBLOCKED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. (CRC R302.11) WOOD FRAMING (CONTINUED) 49.FIREBLOCKING OF CHIMNEYS AND FIREPLACES. ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS, OR HEADERS SHALL BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. (CRC R1003.19) 50.DRAFTSTOPPING. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES (CRC R302.12): a.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING b.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS 51.DRAFTSTOPPING MATERIALS. DRAFTSTOPPING SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANELS, OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. (CRC R302.12.1) 52.COMBUSTIBLE INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED MINIMUM 3 INCHES FROM RECESSED LUMINAIRES, FAN MOTORS, AND OTHER HEAT-PRODUCING DEVICES. (CRC R302.14) GENERAL MATERIAL SPECIFICATIONS LUMBER. ALL JOISTS, RAFTERS, BEAMS, AND POSTS 2-INCHES TO 4-INCHES THICK SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER. ALL POSTS AND BEAMS 5 INCHES AND THICKER SHALL BE NO. 1 GRADE DOUGLAS FIR-LARCH OR BETTER. STUDS NOT MORE THAN 8 FEET LONG SHALL BE STUD-GRADE DOUGLAS FIR-LARCH OR BETTER WHEN SUPPORTING NOT MORE THAN ONE FLOOR, ROOF, AND CEILING. STUDS LONGER THAN 8 FEET SHALL BE NO. 2 GRADE DOUGLAS FIR-LARCH OR BETTER. 1.CONCRETE. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS AND SHALL CONSIST OF 1 PART CEMENT, 3 PARTS SAND, 4 PARTS 1-INCH MAXIMUM SIZE ROCK, AND NOT MORE THAN 7-1/2 GALLONS OF WATER PER SACK OF CEMENT. (CRC R402.2) 2.MORTAR. MORTAR USED IN CONSTRUCTION OF MASONRY WALLS, FOUNDATION WALLS, AND RETAINING WALLS SHALL CONFORM TO ASTM C 270 AND SHALL CONSIST OF 1 PART PORTLAND CEMENT, 2-1/4 TO 3 PARTS SAND, AND 1/4 TO 1/2 PART HYDRATED LIME. (CRC CHAPTER 4) 3.GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL CONSIST OF 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED LIME, 2-1/4 TO 3 PARTS SAND, AND 1 TO 2 PARTS GRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. (CRC CHAPTER 4) 4.MASONRY. MASONRY UNITS SHALL COMPLY WITH ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS. (CRC CHAPTER 4) 5.REINFORCING STEEL. REINFORCING STEEL USED IN CONSTRUCTION OF REINFORCED MASONRY OR CONCRETE STRUCTURES SHALL BE DEFORMED AND COMPLY WITH ASTM A 615. (CRC CHAPTER 4) 6.STRUCTURAL STEEL. STEEL USED AS STRUCTURAL SHAPES SUCH AS WIDE-FLANGE SECTIONS, CHANNELS, PLATES, AND ANGLES SHALL COMPLY WITH ASTM A36. PIPE COLUMNS SHALL COMPLY WITH ASTM A53. STRUCTURAL TUBES SHALL COMPLY WITH ASTM A500, GRADE B. 7.FASTENERS FOR PRESERVATIVE-TREATED WOOD. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD - INCLUDING NUTS AND WASHERS -- SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. (CRC R317.3.1) EXCEPTION: 1/2-INCH DIAMETER OR GREATER STEEL BOLTS EXCEPTION: FASTENERS OTHER THAN NAILS AND TIMBER RIVETS MAY BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM EXCEPTION: PLAIN CARBON STEEL FASTENERS ACCEPTABLE IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT 8.9.FASTENERS FOR FIRE-RETARDANT-TREATED WOOD. FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. (CRC R317.3.3) 9. ROOFING AND WEATHERPROOFING 1.THE ENTIRE ROOF COVERING OF EVERY EXISTING STRUCTURE WHERE MORE THAN 50 PERCENT OF THE TOTAL ROOF AREA IS REPLACED WITHIN ANY ONE-YEAR PERIOD, THE ENTIRE ROOF COVERING OF EVERY NEW STRUCTURE, AND ANY ROOF COVERING APPLIED IN THE ALTERATION, REPAIR OR REPLACEMENT OF THE ROOF OF EVERY EXISTING STRUCTURE, SHALL BE A FIRE-RETARDANT ROOF COVERING THAT IS AT LEAST CLASS C. (CRC R902.1.3) 2.ROOF FLASHING. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION-RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET). (CRC R903.2.1) 3.CRICKETS AND SADDLES. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERING SHALL BE SHEET METAL OR THE SAME MATERIAL AS THE ROOF COVERING. (CRC R903.2.2) 4.WATER-RESISTIVE BARRIER. A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT SHALL BE ATTACHED TO STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER MINIMUM 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED MINIMUM 6 INCHES. THE FELT SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MAINTAIN A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. (CRC R703.2) 5.WALL FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION AT THE FOLLOWING LOCATIONS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS (CRC R703.8): a.EXTERIOR DOOR AND WINDOW OPENINGS, EXTENDING TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE b.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS c.UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS d.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM e.WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION f.AT WALL AND ROOF INTERSECTIONS g.AT BUILT-IN GUTTERS 6.DAMPPROOFING. DAMPPROOFING MATERIALS FOR FOUNDATION WALLS ENCLOSING USABLE SPACE BELOW GRADE SHALL BE INSTALLED ON THE EXTERIOR SURFACE OF THE WALL, AND SHALL EXTEND FROM THE TOP OF THE FOOTING TO FINISHED GRADE. (CRC R406.1) 7.WEEP SCREED. A MINIMUM 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE), CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92. THE WEEP SCREED SHALL BE PLACED A MINIMUM 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE ALLOWING TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. (CRC R703.7.2.1) 8. PLUMBING FIXTURES 1.PLUMBING FIXTURES TO COMPLY W/ CONSERVATION FLOW RATES:\ SHOWERHEAD - 1.8 GPM @ 80 PSI LAVATORY FAUCETS - 1.2 GPM @ 60 PSI KITCHEN FAUCETS - 1.8 GPM @ 60 PSI WATER CLOSET - 1.28 GPF URINALS - .5 GPF WALL MOUNTED URINALS - .125 GPF MULTIPLE SHOWER HEAD - 2.0 GPM @ 80 PSI FOR ALL COMBINED SHOWERHEAD, LAVATORY FAUCETS IN PUBLIC AREAS - .5 GPM @ 60 PSI METERING FAUCETS - .25 GALLONS PER CYCLE 2.GFIC OUTLET IF LESS THAN 6' AWAY FROM WATER, (SINK) 3.ALL SHOWER AND TUB-SHOWER SHALL HAVE A PRESSURE BALANCE THERMOSTATIC MIXING VALVE OR A COMBINATION PRESSURE BALANCE THERMOSTATIC MIXING TYPE VALVE 4.WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72" INCHES ABOVE DRAIN AT SHOWERS OR TUBS WITH SHOWER. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL NOT BE LESS THAN 1,024 SQ IN OF FLOOR AREA, AND ENCOMPASS 30" DIA CIRCLE ELECTRICAL/ MECHANICAL 1.ELECTRICAL PLAN IS FOR SCHEMATIC LOCATION OF ELECTRICAL OUTLETS AND LIGHT FIXTURES. VERIFY EXACT LOCATIONS W/ OWNER PRIOR TO INSTALLATION. INSTALLATION MUST BE PER 2019 ELECTRICAL CODE 2.ALL BRANCH CIRCUIT AND RECEPTACLES OUTLETS IN BEDROOM SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT-INTERRUPTER 2019 CEC 3.CONTRACTOR TO VERIFY LOCATIONS W/ HOME OWNER 4.GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS W/ AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. GENERAL LIGHTING MUST PROVIDE A SUFFICIENT LIGHT LEVEL FOR BASIC KITCHEN TASKS AND PROVIDE A UNIFORM PATTERN OF ILLUMINATION. THE HIGH-EFFICIENCY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE TO THE KITCHEN 7.EACH ROOM CONTAINING A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE LUMINARIES W/ LAMP(S) W/ AN EFFICACY OF 40 LUMENS PER WATT OR GREATER IF THERE IS MORE THAN ONE LUMINARIES IN THE ROOM, THE HIGH-EFFICACY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE OF THE ROOM. 8.G.F.C.I PROTECTION FOR RECEPTACLES SERVING WET BAR COUNTERTOP SURFACES AND LOCATED WITHIN 6' OF THE OUTSIDE EDGE OF WET BAR SINK 9.BRANCH CIRCUITS THAT SUPPLY 125 - VOLT, SINGLE PHASE, 15-20 AMPERE RECEPTACLES OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER (CEC 210-12) 10.PROVIDE 20' UFER GROUND IN FOOTING 11.HIGH EFFICACY LUMINAIRES MUST BE PIN BASED 12.TRANSFER AIR. VENTILATION AIR SHALL BE PROVIDED DIRECTLY FROM THE OUTDOORS AND NOT AS TRANSFER AIR FROM ADJACENT DWELLING UNITS OR OTHER SPACES, SUCH AS GARAGES, UNCONDITIONED CRAWLSPACES, OR UNCONDITIONED ATTICS. (CBEES 150.0(O)) 13.INSTRUCTIONS AND LABELING. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. (CBEES 150.0(O)) 14.COMBUSTION AND SOLID-FUEL BURNING APPLIANCES. COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING. (CBEES 150.0(O)) 15.GARAGES. THE WALL AND OPENINGS BETWEEN OCCUPIABLE SPACES AND THE GARAGE SHALL BE SEALED. HVAC SYSTEMS THAT INCLUDE AIR HANDLERS OR RETURN DUCTS LOCATED IN GARAGES SHALL HAVE TOTAL AIR LEAKAGE OF NO MORE THAN 6% OF TOTAL FAN FLOW WHEN MEASURED AT 0.1 IN. W.C. USING CALIFORNIA TITLE 24 OR EQUIVALENTS. (CBEES 150.0(O)) 16.MINIMUM FILTRATION. MECHANICAL SYSTEMS SUPPLYING AIR TO OCCUPIABLE SPACE THROUGH DUCTWORK SHALL BE PROVIDED WITH A FILTER HAVING A MINIMUM EFFICIENCY OF MERV 6 OR BETTER. (CBEES 150.0(O)) 17.AIR INLETS. AIR INLETS (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN CONTAMINANTS. (CBEES 150.0(O)) 18.AIR MOVING EQUIPMENT. AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE-BUILDING VENTILATION REQUIREMENT OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND. (CBEES 150.0(O)) a.ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. b.INTERMITTENTLY OPERATED WHOLE-BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. c.INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT MAXIMUM OF 3.0 SONE. d.REMOTELY LOCATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED NOT MEET SOUND REQUIREMENTS IF AT LEAST 4 FEET OF DUCTWORK BETWEEN FAN AND INTAKE GRILL. 19.EXTERIOR LIGHTING. ALL PROJECTS SHALL COMPLY WITH LOCAL LIGHTING ORDINANCE. 20.GFCI OUTLETS. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS ARE REQUIRED IN BATHROOMS, AT KITCHEN COUNTERTOPS, AT LAUNDRY AND WET BAR SINKS, IN GARAGES, IN CRAWLSPACES, IN UNFINISHED BASEMENTS, AND OUTDOORS. (CEC 210.8) 1.AFCI OUTLETS. ELECTRICAL CIRCUITS IN BEDROOMS, LIVING ROOMS, DINING ROOMS, DENS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS MUST BE PROTECTED BY ARC FAULT CIRCUIT INTERRUPTERS (AFCI). (CEC 210.12) 2.LUMINAIRE REQUIREMENTS. INSTALLED LUMINAIRES SHALL MEET THE EFFICACY AND FIXTURE REQUIREMENTS OF CBEES 150.0(K). 3.SMOKE DETECTORS IN BUILDING REMODELS. SMOKE DETECTORS ARE REQUIRED IN EACH EXISTING SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF SLEEPING ROOMS, AND ON EACH STORY OF A DWELLING INCLUDING BASEMENTS. BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE AND IN ALTERATIONS NOT RESULTING IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES AND WITHOUT ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC R314.3) 4.CARBON MONOXIDE DETECTORS IN BUILDING REMODELS. CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF SLEEPING ROOMS AND ON EACH STORY OF A DWELLING INCLUDING BASEMENTS. BATTERY-OPERATED DETECTORS ARE ACCEPTABLE IN EXISTING AREAS WITH NO CONSTRUCTION TAKING PLACE AND IN ALTERATIONS NOT RESULTING IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES AND WITHOUT ACCESS VIA AN ATTIC, CRAWL SPACE, OR BASEMENT. (CRC R315.3) 5.WATER HEATER SEISMIC STRAPPING. MINIMUM TWO 3/4-INCH-BY-24-GAUGE STRAPS REQUIRED AROUND WATER HEATERS, WITH 1/4-INCH-BY-3-INCH LAG BOLTS ATTACHED DIRECTLY TO FRAMING. STRAPS SHALL BE AT POINTS WITHIN UPPER THIRD AND LOWER THIRD OF WATER HEATER VERTICAL DIMENSION. LOWER CONNECTION SHALL OCCUR MINIMUM 4 INCHES ABOVE CONTROLS. (CPC 507.2) 6.GAS APPLIANCES IN GARAGES. WATER HEATERS AND HEATING/COOLING EQUIPMENT CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE PLACED ON MINIMUM 18-INCH-HIGH PLATFORM UNLESS LISTING REPORT NUMBER PROVIDED SHOWING IGNITION-RESISTANT APPLIANCE. (CPC 507.13 AND CMC 305.1) 7.IMPACT PROTECTION OF APPLIANCES. WATER HEATERS AND HEATING/COOLING EQUIPMENT SUBJECT TO VEHICULAR IMPACT SHALL BE PROTECTED BY BOLLARDS OR AN EQUIVALENT MEASURE. (CPC 507.13.1 AND CMC 305.11) 8.WATER CLOSET CLEARANCE. MINIMUM 30-INCH-WIDE BY 24-INCH-DEEP CLEARANCE REQUIRED AT FRONT OF WATER CLOSETS. (CPC 402.5) 9.SHOWER SIZE. SHOWER COMPARTMENTS SHALL HAVE MINIMUM AREA OF 1024 SQUARE INCHES AND BE ABLE TO ENCOMPASS A 30-INCH-DIAMETER CIRCLE. SHOWER DOORS SHALL HAVE A MINIMUM 22-INCH UNOBSTRUCTED WIDTH. (CPC 408.5 AND CPC 408.6) 10.FIREPLACE APPLIANCES. FIREPLACES WITH GAS APPLIANCES ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LPG APPLIANCES ARE TO HAVE NO 'PIT' OR 'SUMP' CONFIGURATIONS. (CMC 303.7.1) 11.CHIMNEY CLEARANCE. MINIMUM 2-FOOT CHIMNEY CLEARANCE REQUIRED ABOVE BUILDING WITHIN 10-FOOT HORIZONTALLY OF CHIMNEY. THE CHIMNEY SHALL EXTEND MINIMUM 3 FEET ABOVE HIGHEST POINT WHERE CHIMNEY PASSES THROUGH ROOF. (CRC R1003.9) CALGREEN REQUIREMENTS APPLICABILITY. CALGREEN RESIDENTIAL MANDATORY MEASURES SHALL APPLY TO EVERY NEWLY CONSTRUCTED BUILDING OR STRUCTURE AND WITHIN ANY ADDITION OR ALTERATION INCREASING A BUILDING'S CONDITIONED AREA, VOLUME, OR SIZE. (CALGREEN 101.3, CALGREEN 301.1.1) EXCEPTION: ALL RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS,ADDITIONS, OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES PER CALGREEN 301.1.1 AND CALGREEN 4.303.1 1. WOOD FRAMING CONT. FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF CALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 13 1 0 N H A R B O R B L V D . S A N T A A N A C A 9 2 7 0 3 | b a o @ b p d o - a r c h i t e c t s . c o m | 7 1 4 . 4 5 7 . 0 4 3 6 JA D U C O N V E R S I O N a 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T . , SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : 2025.01.29 CYCLE 2 BLDG SUBMITTAL PROJECT DIRECTORY JURISDICTION SANTA ANA STRUCT ENGINEER MICHAEL PHILLIPS 938 S CAPLAN ST. ANAHEIM, CA 92802 F.657.331.1935 ARCHITECTURE SYMBOL TRUE NORTH INDICATOR DETAIL DETAIL IDENTIFICATION SHEET WHERE DRAWN WALL SECTION BUILDING SECTIONEXTERIOR ELEVATION DOOR MARK DOOR NUMBER - REFER TO SCHEDULE WINDOW, RELITE OR LOUVER MARK EQUIPMENT MARK ROOM MARK ROOM NAME ROOM NUMBER COLUMN GRIDS WORK, CONTROL OR DATUM POINT REVISION CLOUD AND DELTAPROJECT NORTH INDICATOR NORTH ARROW CUT LINE - DEFINES THE DETAILED ELEMENT INTERIOR ELEVATION WINDOW NUMBER - REFER TO SCHEDULE EQUIPMENT NUMBER - REFER TO SCHEDULE DETAIL IDENTIFICATION SHEET WHERE DRAWN CUT LINE - DEFINES THE DETAILED ELEMENT DETAIL IDENTIFICATION SHEET WHERE DRAWN DETAIL IDENTIFICATION SHEET WHERE DRAWN DETAIL IDENTIFICATION SHEET WHERE DRAWN 20 A701 3 A701 1 G302 1 A301 A503 5 6 7 1 14 011 ROOM 100 2 B 50'-0" AFF 2 OWNER BUT NGUYEN 820 N EUCLID ST. SANTA ANA, CA 92703 f. 714.818.2189 820 N EUCLID ST. SANTA ANA, CA 92703 JADU CONVERSION PROJECT DATA ARCHITECTURAL DRAWINGS LIST STRUCTURAL TITLE SHEETTS1.0 A1.0 A1.2 A2.0 A3.0 A3.1 G1.0 G2.0 G3.0 GENARAL NOTES GREEN BUILDING NOTES PROPOSED PLAN EXISTING ELEVATIONS WALL TYPE EXISTING SITE PLAN AND ROOF PLANSP1.0 UTILITY PLAN GREEN BUILDING NOTES ROOF AND WALL DETAILS A3.2 DOOR AND WINDOW DETAILS S0 GENERAL NOTES FASTENING SCHEDULE S1 ADU FOUNDATION PLAN ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS T24.1 TITLE 24 T24.2 TITLE 24 PROJECT DESCRIPTION PROJECT CONSISTS OF EXISTING INTERIOR LIVING SPACE INTO A JADU. NEW JADU: 300 SF + 200 AMP PANEL UPGRADE + DRIVEWAY REDUCTION STUDIO W/ 1 BATHROOM 1 KITCHEN AND LIVING ROOM DEFFERED SUBMITTAL DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE DEPARTMENT OF BUILDING INSPECTION FOR APPROVAL. THIS PROJECT INCLUDED THE FOLLOWING DEFERRED SUBMITTAL ITEMS AND APPLICABLE DESIGN CRITERIA. CODE SUMMARY 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022 CALIFORNIA GREEN BUILDING STANDARD CODE 2022 CALIFORNIA FIRE CODE CITY OF SANTA ANA MUNICIPAL CODE AHJ NOTES MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50%) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. INAL DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY THE RESPECTIVE REGISTERED DESIGN PROFESSIONAL AND SHALL INCLUDE THE DATE OF SIGNING BELOW THE STAMP. DIGITAL STAMPS AND SIGNATURES MUST BE NOTED AS SUCH ON THE PLAN. (BUSINESS & PROFESSIONS CODE 5536.1, 5802, & 6735). A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SHALL BE COMPLETED BY A CALIFORNIA LICENSED LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL ENGINEER WHO IS AUTHORIZED TO PRACTICE LAND SURVEYING. THE COMPLETED ELEVATION CERTIFICATE MUST BE SUBMITTED TO THE BUILDING INSPECTOR AT THE TIME OF FOUNDATION INSPECTION, AND A FINAL CERTIFICATE MUST BE SUBMITTED AT THE TIME OF FINAL INSPECTION. IN THE EVENT THAT A NEW WATER SERVICE AND METER OR SEWER LATERAL TO SERVE THE PROJECT SITE, IS INSTALLED - THE CONSTRUCTION OF ANY PROPOSED WATER AND SEWER FACILITIES IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT PERMIT. PLANS WILL NEED TO BE SUBMITTED FOR A FORMAL PLAN CHECK REVIEW THROUGH PUBLIC WORKS PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT. VICINITY MAP TITLE SHEET TS1.0 A1.1 DIMENSION PLAN LEVEL 01 A2.1 PROPOSED ELEVATIONS A2.2 SECTIONS BUS STOP ID: 2302 200 FT / 1 MIN WALK FROM PROPERTY D1.0 DEMOLITION PLAN POINT OF CONTACT BAO PHAM 1310 N. HARBOR BLVD. SANTA ANA, CA 92703 f. 714.457.0436 ENERGY CONSULTANT ALEX CHANG 938 S CAPLAN ST. ANAHEIM, CA 92802 f. 657.331.1935 APN:099-203-48 OCCUPANCY:SFR (R-3) ADU (R-3) ZONE:R-1 TYPE OF CONSTRUCTION: VB SPRINKLER:NO ( MAIN RESIDENCE NOT SPRINKLERED) FLOOD ZONE:A BUILDING HEIGHT:20''-6" (35' MAX) LOT AREA:8,330 SF a EXISTING SCOPE: MAIN RESIDENCE:2,568 SF b 1ST FLOOR: 2,087 SF b1 2ND FLOOR: 481 SF b2 GARAGE ADU 743 SF c NEW SCOPE: JADU:300 SF d MAIN RESIDENCE:2,268 SF ( REDUCED)e FLOOR TO AREA (UNCHANGED): ( d + b+c ) / a .39 TOTAL LOT COVERAGE (UNCHANGED): ( b1 + c )2,768 SF f ( f / a ) UNCHANGED 33% < 35% AREA OF WORK OWNER NAM HUNG THIEN NGUYEN 820 N EUCLID ST. SANTA ANA, CA 92703 EXISTING SITE CONDITIONSSP1.1 A1.11 DIMENSION PLAN LEVEL 02 1 BLDG MAIN RESIDENCE: 820 N EUCLID ST. UNIT 1 SANTA ANA, CA 92703 PROPOSED JADU: G4.0 RESIDENTIAL REFERENCES 1 BLDG 1 WATER Bldg #101122006 APPROVALS: PLNG - C. Santana BLDG - J. Lo POLICE - B. Martin PUBLIC WORKS - Y. Soto FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N H AR B OR B LVD . SA N TA A N A C A 9 2 7 0 3 | b a o@b pdo-ar c hi tect s . c om | 7 1 4 . 457.0436 JA D U C O N V E R S I O N a 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : 2025.01.29 CYCLE 2 BLDG SUBMITTAL PROPOSED PLAN A1.0 1.ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED) AS SAFETY GLAZING - GLAZING IN BATH AND SHOWER ENCLOSURES ONLY (CRC CHAPTER 3 ) 2.A 12" MIN ACCESS PANEL TO BATHTUB TRAP CONNECTION IS REQUIRED UNLESS PLUMBING IS WITHOUT SLIP JOINTS (PC 405.2) 3.PROVIDE 1 - MAIN SWITCHED FLUORESCENT LIGHT IN EACH BATH ROOM AND KITCHEN PER STATE ENERGY CODE 4.SAFETY GLASS (TEMP) ENCLOSURE W/ METAL FRAME 5.PROVIDE EXTERIOR STUCCO LATH NAILING W/ 11" GA 1 1/2" LONG, 7/16" HEAD, 1/4" THICK FUR NAIL/ TWO (2) LAYERS OF GRADE 'D' PAPER REQ'D FOR THE STUCCO WORK 6.PROVIDE RADIANT SHALL BE TILE OR EQUALLY APPROVED MATERIAL 12" ABOVE DRAIN INLET (BATHROOM ONLY) 7.ALL NEW WINDOWS MUST MATCH EXITING WINDOWS IN STYLE, TYP OF TREATMENT AND TRIM ALL WINDOWS AS RECESSED W. MULLIONS GENERAL NOTES FLOOR PLAN NOTES 1.ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.ALL RECEPTACLES IN KITCHEN, BATH, AND GARAGE SHALL BE GFI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF 3.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL EFFICIENCY OF NOT LEGS AND 40 LUMENS PER WATT 4.ALL WINDOWS SHOULD BE DUAL PANEL 5.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE DETECTORS, HARD WIRE W/ BATTERY 6.PROVIDE 30"X22" ATTIC ACCESS SWITCH & LIGHT & RECEP 7.FANS SHALL HAVE 5 AIR CHANGES PER HOUR 8.CEMENT PLASTER OR EQUAL ON WALLS AROUND SHOWER TO 72" ABOVE DRAIN INLET. ENCLOSURE TO BE SHATTERPROOF. SWINGING DOOR TO SWING OUT 9.GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL 10.SMOKE DETECTOR ARE REQUIRED IN EACH EXISTING ROOM USED FOR SLEEPING, CENTRALLY LOCATED IN THE WALL OR CEILING IN CORRIDORS PROVIDING ACCESS TO EACH SEPARATE SLEEPING AREA, AT EACH FLOOR OR BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY 11.THE ELEVATION OF LANDING SHALL NOT EXCEED 7 1/2" DIFFERENCE THAN THE THRESHOLD OF THE DOORWAY (IF DOOR DOES NOT SWING OVER THE LANDING EXTERIOR WINDOW NOTES: EXTERIOR WINDOWS, EXTERIOR GLAZED DOORS, GLAZED OPENINGS WITHIN EXTERIOR DOORS, GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS, AND EXTERIOR STRUCTURAL GLASS VENEER SHALL COMPLY WITH ONE OF THE FOLLOWING: (SELECT ONE) A.MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, AND WHERE ANY GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL REINFORCEMENT IN INTERLOCK AREA, AND BE CERTIFIED TO AAMA/WDMA/CSA 101/I.S.2/A40 B.MINIMUM 20-MIN FIRE-RESISTANCE-RATED. C.MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2 D.ALL NEW WINDOW GLAZING SHALL BE MAX U = 0.3 MAX SHGC = 0.23 1.FOR CLIMATE ZONE 8 EXTERIOR DOOR NOTES: EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING: A.EXTERIOR SURFACE OR CLADDING OF NON-COMBUSTIBLE OR IGNITION-RESISTANT MATERIAL B.SOLID CORE WOOD COMPLYING WITH THE FOLLOWING: -STILES AND RAILS MINIMUM 1-3/8 INCHES THICK -RAISED PANELS MINIMUM 1-1/4 INCHES THICK EXCEPTION: EXTERIOR PERIMETER OF RAISED PANEL MAY TAPER TO A TONGUE MINIMUM 3/8 INCHES THICK C.MINIMUM 20-MIN FIRE RATED WHEN TESTED PER NFPA 252 D.MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1 WALL LEGEND EXTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR 1/2" GWB INTERIOR INTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 A3.0 1,9 A3.0 1 HR RATED EXTERIOR WALL W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER ELEVATION | UL 309 4,12 A3.0 EXISTING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR PLUMBING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 A3.1 8 A3.0 WINDOW SCHEDULE QUANTITY SIZE WxH DESCRIPTION REMARKS 1 1 60"X36" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 NEW TO MATCH EXISTING 2 2 24"X48" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 EXISTING 3 3 36"X48" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 EXISTING # QUANTITY SIZE DESCRIPTION REMARKS A 1 3'0"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT GRADE IN-SWING OR EQUAL OWNER'S CHOICE/ MATCH EXISTING B 1 3'0"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK. PAINT GRADE OR EQUAL OWNER'S CHOICE # DOOR SCHEDULE 15" CLR 15" CLR 24 " CL R 1 A3.2 MAX + 1/2'' DOOR THRESHOLD BATHROOM 18 A2.1 17 A2.1 20 A2.2 18 A2.2 20 A2.1 8' CEILING THROUGHOUT 9 A3.0 1 LAUNDRY 2 1 1 2 OUTDOOR RATED CONDENSER UNIT PROVIDE 4" CONCRETE PAD OR PREFAB PAD. INSTALL LEVELED. PROVIDE CLEARANCE PER MANUFACTURE'S RECOMMENDATION. 3 4 LOUVERED PLANTATION BI FOLD DOORS. MIN 100 SQ. IN. PROVIDED BY LOUVER SYSTEM WASHER & DRYER ELECTRIC RANGE KEY NOTES ALEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32”, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A 2- OR 3-STORY SINGLE FAMILY DWELLING, ON THE 2ND OR 3RD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48” MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. 9,12 A3.2 TYPICAL AGE-IN-PLACE GRAB BAR REINFORCEMENT TYPICAL EXTERIOR WALL 32 " CL R T Y P . 6 SCALE:18 PROPOSED PLAN 1/4" = 1'-0" 5 DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING 6 REFRIGERATOR 5 7 HOOD / MICROWAVE COMBO - OWNER'S CHOICE 8 FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. (TABLE R702.4.2, R702.4.2 CRC) GREEN BOARD SHALL NOT BE USED. 9 CLOSE OFF A FIREPLACE IS WITH DAMPER. SEAL WITH SILICONE AS NEEDED - ALTERNATIVELY A CHIMNEY CAP DAMPER MAY BE USED TO SEAL FIREPLACE FROM THE TOP 10 CATEGORY II GLASS ENCLOSURE DOOR / PANEL 11 (E ) 2 4 " X 3 6 " S H - T E M P (E ) 6 0 " X 3 6 " S L D . (E ) 2 4 " X 3 6 " S H - T E M P (E) 60"X48" SLD.(E) 60"X48" SLD.(E) 60"X48" SLD.(E) 48"X48" SLD - TEMP(E) 72"X80" SLD - TEMP (E) 60"X48" SLD. (E ) 4 8 " X 4 8 " S L D (E ) 2 4 " X 3 6 " S H - T E M P (E) 48"X48" SLD. (E) 48"X48" SLD.(E) 48"X48" SLD. EXISTING DWELLING 820 N EUCLID ST. PERMITTED GARAGE ADU 743 SF 820 1/2 N EUCLID ST. EMERGENCY EGRESS WINDOW -EMERGENCY ESCAPE TO PUBLIC WAY (YARD OR COURT) -5.7 SQ. FT. OPENING MINIMUM (R310.2.1) -WINDOW OPENING 20 IN. MINIMUM WIDTH & 24 IN. MINIMUM HEIGHT (R310.4) -HEIGHT AND WIDTH RATIO REQUIREMENTS (IN INCHES) TO TOTAL 5.7 -EXCEPTION: GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET (O.465M2) (SILL HEIGHT LESS 44” TO GRADE) 20" NET CLR OPENABLE WIDTH FLOOR OPENABLE AREA 5.7 SF MIN. 44 " M A X SI L L H T . T O CL E A R O P E N I N G AS N E E D E D T O EQ U A L 5 . 7 S F OPENABLE AREA 5.7 SF MIN. AS NEEDED TO EQUAL 5.7 SF 24 " CL R 3 4 7 8 9 10 38" CLR TYP. 30" CLR TYP. 11 EXISTING WATER HEATER 50 GAL GAS WH RELIANCE STA-KLEEN 805 TO SERVICE JADU 2 2 3 3 3 A B +.8 HAG 1 BLDG FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 3'-0" 5' - 0 " 3' - 8 " V. I . F 3' - 6 " V. I . F 11 ' - 6 " V. I . F 12'-0" V.I.F 24 ' - 8 " V. I . F 1' - 0 " 4' - 0 " 3' - 4 " 4'-8"3'-8" 3' - 2 " 5' - 6 " 2'-10"5'-8" 8'-4" 8" 3' - 8 " 8" 2'-0"1'-0" 11'-7 1/2"7'-4"17'-6"11'-10" 9' - 0 " 5' - 8 " 8' - 4 " 5' - 8 " 16 ' - 6 " 14'-0"13'-10 3/8"13'-3 1/8"12'-2" 12 ' - 1 0 " 5' - 4 " 12 ' - 4 " 9' - 0 " 5' - 8 " 10 ' - 6 " 5' - 0 " 12 ' - 1 0 " B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : DIMENSION PLAN LEVEL 01 A1.1 WALL LEGEND EXTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR 1/2" GWB INTERIOR INTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 A3.0 1,9 A3.0 1 HR RATED EXTERIOR WALL W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER ELEVATION | UL 309 4,12 A3.0 EXISTING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR PLUMBING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 A3.1 8 A3.0 SCALE:18 DIMENSION PLAN 1/4" = 1'-0" EXISTING DWELLING 820 N EUCLID ST. PERMITTED GARAGE ADU 743 SF 820 1/2 N EUCLID ST. FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 18'-7 1/2"2'-4" 7' - 2 " 8' - 4 " 12 ' - 1 0 " 5' - 0 " 12 ' - 1 0 " 11 ' - 2 " 9' - 4 " 7'-10" 8'-4" B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : DIMENSION PLAN LEVEL 02 A1.11 WALL LEGEND EXTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR 1/2" GWB INTERIOR INTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 A3.0 1,9 A3.0 1 HR RATED EXTERIOR WALL W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER ELEVATION | UL 309 4,12 A3.0 EXISTING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR PLUMBING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 A3.1 8 A3.0 SCALE:18 DIMENSION PLAN 1/4" = 1'-0" FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 OS 220V DISCONNECT BOX 120 V 20 AMP SD 220V 50 AMP 120 V 20 AMP ACFI/GFIC CABLE ACFI 5' AFF CM HIGH E. GF C I ACFI/ GFIC HIGH E. ACFI/ GFIC ACFI TYP. GF C I SD HO O D V E N T / MI C R O W A V E CO M B O WALL MOUNTED OS HIGH E. ACFI/ GFIC ACFI TYP. HIGH E.HIGH E. HIGH E.HIGH E. HIGH E.HIGH E. HIGH E. HIGH E. DI M DI M DI M DI M B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N H AR B OR B LVD . SA N TA A N A C A 9 2 7 0 3 | b a o@b pdo-ar c hi tect s . c om | 7 1 4 . 457.0436 JA D U C O N V E R S I O N a 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : 2025.01.29 CYCLE 2 BLDG SUBMITTAL UTILITY PLAN A1.2 ELECT / MECH LEGEND SD CMD SURFACE MOUNTED FIXTURE DESIGNATED HIGH EFFICIENCY 110 V. OUTLET TYP. DESIGNATES ARC FAULT CIRCUIT INTERRUPTER DESIGNATED GROUND FAULT INTERRUPTER DESIGNATES WATER RESISTANT 1/2 HOT CABLE CAT-5 (COMPUTER LINE) TELEPHONE SWITCH SWITCH DESIGNATES DIMMER SWITCH 3 WAY SWITCH OCCUPANT SENSOR SWITCH SHALL BE SET TO MANUAL-ON SMOKE DETECTOR INTERCONNECTED (PHOTOELECTRIC) HARD WIRED W/ BATTERY BACK-UP - UL 217 A SMOKE ALARM LOCATED WITHIN 20 FEET HORIZONTALLY OF A COOKING APPLIANCE MUST INCORPORATE A TEMPORARY SILENCING FEATURE OR BE OF A PHOTOELECTRIC TYPE CARBON MONOXIDE DETECTOR INTERCONNECTED HARD WIRED W/ BATTERY BACK-UP - UL 2034/2075 BATHROOM LIGHT AND EXHAUST FAN SHALL BE SWITCHED SEPARATELY EXHAUST FAN SHALL BE MECHANICALLY VENTILATED FOR PURPOSE OF HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF ≤ 50 PERCENT TO A MAXIMUM OF 80 PERCENT. - MIN 50 CFM ARC GFIC TWP D 3 OS EXHAUST FAN W/ 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS HOSE BIB GAS OUTLET JUNCTION BOX SPEAKER PLACEMENTS DORMER VENTS ELECTRIC METER & INVERTER WHOLE HOUSE VENTILATION FAN CEILING HUNG FIXTURE 1X4 LED CEILING MOUNTED CEILING FAN - OWNER'S CHOICE HB J P 5 4 1 50 CFM 5 4 1 MEP GENERAL NOTES 1.SHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [§408.3 CPC]ÐROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL OUTLETS - FOR THE ENTIRE DWELLING UNIT. [§210.12 CEC] 1.ALL 125-VOLT, 15-AMP, AND 20-AMP RECEPTACLES IN ALL AREAS SPECIFIED IN 406.12 CEC SHALL BE LISTED AS TAMPER-RESISTANT RECEPTACLES. [§406.12 CEC] 2.BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL HAVE AT LEAST ONE LUMINAIRE CONTROLLED BY AN OCCUPANT OR VACANCY SENSOR. IF OCCUPANT SENSOR IS INSTALLED, IT SHALL BE SET TO MANUAL-ON. [§150.0(K)(2)(J) CENC] 3.OUTDOOR LIGHTING ATTACHED TO BUILDINGS MUST BE CONTROLLED BY A MOTION SENSOR WITH PHOTO CONTROL. [§150.0(K)(3) CENC] 4.RESTROOMS TO BE EXHAUST VIA NUTONE EXHAUST FANS PROVIDE SEPARATE SWITCH FOR CEILING MOUNTED BATHROOM EXHAUST FAN, WEATHERCAP ON TERMINATION ABOVE ROOF. MAINTAIN 10' FROM ANY FRESH AIR INTAKE AND 3' AWAY FROM ANY OPERABLE WINDOW - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION \ 5.ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED, THE ENTIRE DWELLING SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR A NEW DWELLING.(CRC R314.3) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: - IN EACH SLEEPING ROOM. - OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. - ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 6.WHOLE HOUSE VENTILATION CFM TO BE VERIFIED BY HERS RATERS 7.VENTILATION HEATING AND AIR CONDITIONING SYSTEMS SHALL HAVE MERV 6 FILTERS OR BETTER. 8.A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM.” (210-11(C)3) 9.PROVIDE A MINIMUM OF 1 – 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS.” (210.11(C)(2)) 10.PROVIDE A MINIMUM OF 2 – 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED.” (210-52(B)(2)) 11.ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SHALL BE GFI PROTECTED AT REQUIRED LOCATIONS." 12.ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE-PROTECTION DEVICE (SPD) AS AN INTEGRAL PART OF THE SERVICE EQUIPMENT, OR IMMEDIATELY ADJACENT THERETO. SPECIFICALLY INCLUDES SERVICE EQUIPMENT REPLACEMENTS AND UPGRADES. CEC 230.67 13.PROVIDE TAMPER RESISTANT RECEPTACLES FOR ALL NEW RECEPTACLES, PER CEC 406.12(A) 14.CLOTHES DRYERS SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL OUTLET PER CEC 250.140 15.EXTERIOR RECEPTACLES SHALL BE WP/GFCI 16.PROVIDE A SEPARATE CIRCUIT FOR THE LAUNDRY EQUIPMENT 17..LIGHTING IN HABITABLE SPACES, INCLUDING BUT NOT LIMITED TO LIVING ROOMS, DINING ROOMS, KITCHENS AND BEDROOMS, SHALL HAVE READILY ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS THAT ALLOW THE LIGHTING TO BE MANUALLY ADJUSTED UP AND DOWN.(150.0(K)2F CENC) EC3. 18.ALL NEW LIGHTING SHALL BE HIGH EFFICACY, PER CEC 150.0(K)1A. 200A ELECTRIC DUAL METER PANEL UPGRADE - COORDINATE W/ SCE PLANNER. 100 AMP JADU 100 AMP MAIN RESIDENCE PROVIDE MINIMUM 20 FEET UFER GROUND FOR NEW METER. MINIMUM 1/4" REBAR WITH #4 AWG WIRE. MIN. BUSHBAR RATING 200 AMPS RESERVED SUBPANEL TO BE SUPPLIED BY FUTURE ESS SHALL BE INSTALLED A DEDICATED RACEWAY FROM THE MAIN SERVICE TO RESERVED SUBPANEL SHALL BE INSTALLED. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1" A MIN. 4 BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT THE RESERVED SUBPANEL AND THE MAIN ELECT PANEL. AT LEAST ONE CIRCUIT EACH OF THE IDENTIFIED CIRCUITS SHALL SUPPLY: THE REFRIGERATOR, LIGHTING NEAR PRIMARY EGRESS AND A SLEEPING ROOM RECEPTACLE OUTLET 1 OUTDOOR CONDENSER SYSTEM UNIT PER T24. PROVIDE 4" CONCRETE PAD OR PREFAB PAD. INSTALL LEVELED. PROVIDE CLEARANCE PER MANUFACTURE'S RECOMMENDATION. LOCATE MIN 2' AWAY FROM OPENABLE WINDOWS. FULL SIZE REFRIGERANT PIPES DN AND OFFSET IN GROUND LEVEL CEILING SPACE. RUN TIGHT TO STRUCTURE AND ROUTE TO FAN COIL SIZE. REFRIGERANT PIPES PER MANUFACTURE;S RECOMMENDATION. LOUVERED PLANTATION BI FOLD DOORS. MIN 100 SQ. IN. PROVIDED BY LOUVER SYSTEM MECHANICAL 2 ELECTRICAL 1 UNDERCOUNTER DISPOSAL PLUMBING 1 2 HIGH EFFICICANCY EXTERIOR LIGHT. COMBINATION MOTION SENSOR/ PHOTO SENSOR 2 3 4" CLOTHES DRYER MOISTURE EXHAUST DUCT. CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14FT INCLUDING 90DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. CLOTHES DRYER EXHAUST DUCTS SHALL BE OF METAL AND SHALL HAVE SMOOTH INTERIOR SURFACES WITH NO SCREWS OR OTHER FASTENERS THAT WILL OBSTRUCT FLOW. CMC 2022 SECTION 504.4.2. 4 OUTLET TO BE 5' A.F.F. MIN.3 220-VOLT DISCONNECT BOX FOR AC COMPRESSOR UNIT 4 5 240-VOLT, SINGLE-PHASE, 30 AMP RECEPTACLE OUTLET SERVICING THE SPLIT SYSTEM UNIT. THE RECEPTACLE OUTLET SHALL BE LOCATED WITHIN THE SAME LEVEL AND WITHIN 25 FEET FROM THE UNIT. 210.63 CEC HOOD VENT THROUGH ROOM - 130 CM MIN. FOR ELECTRIC STOVE & 280 CFM MIN FOR NATURAL GAS. INSTALL PER MANU. SPECS 7" Ø ALUM. KITCHEN EXHAUST DUCT INSTALL W/ 2" CLEARANCE FROM ANY INSULATION. 8"X4" KITCHEN EA. LOUVER, COMPLETE W/ BACKDRAFT DAMPER AND 1 2" SCREEN ,ESH L. LOCATED MIN. 3'-0" FROM ANY WINDOW OVER RANGE EXHAUST SHALL COMPLY WITH ASHRAE 62.2(C) AND CMC SECTION 504 5 6 OUTSIDE WEATHERPROOF, GFCI 120 VOLT RECEPTACLE EXTERIOR RECEPTACLES SHALL BE WP/GFCI 6 ELECTRIC CAPACITY FOR DRYER 240V / 30AMP W/ 3' OF FIXTURE MAIN ELECT SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECT DRYER BLANK COVER TO BE ID AS "240V READY" CLOTHES DRYERS SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL OUTLET PER CEC 250.140 ELECTRIC CAPACITY FOR ELECTRIC STOVE 240V 8 GAS HOOK UP FOR APPLIANCES WALL MOUNTED VANITY LIGHT - OWNER'S CHOICE 9 EXISTING WATER HEATER 50 GAL GAS WH RELIANCE STA-KLEEN 805 KEY NOTES 10 ELECTRICAL SPLIT UNIT - IU - WALL MOUNTED 1A EXISTING 100A PANEL TO BE UPGRADED. 3 6 2 3 SCALE:18 UTILITY PLAN 1/4" = 1'-0" - WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1(D) OF THE CPC PRIOR TO PERMIT ISSUANCE TYPE OF WATER PIPING MATERIAL: CPVC - INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC -PLASTIC AND COPPER PIPING RUN THROUGH FRAMING MEMBERS TO WITHIN ONE INCH OF THE EXPOSED FRAMING SHALL BE PROTECTED BY STEEL NAIL PLATES NOT LESS THAN 18 GAUGE. -ALL NON-COMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES. (CIVIL CODE SECTION 1101.4(A)) NONCOMPLIANT PLUMBING FIXTURE MEANS ANY OF THE FOLLOWING: ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH. ANY SHOWERHEAD MANUFACTURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE. ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.2 GALLONS OF WATER PER MINUTE. 2 1 1A 2 8 9 10 EXISTING DWELLING 820 N EUCLID ST. PERMITTED GARAGE ADU 743 SF 820 1/2 N EUCLID ST. 1 BLDG 1 BLDG FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF 9' - 0 " T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : EXISTING ELEVATIONS A2.0 SCALE:17 EXISTING NORTH ELEVATION ( NO CHANGE ) 1/4" = 1'-0" 18 A2.1 20 A2.1 20 A2.2 17 A2.1 18 A2.2 KEY NOTES FOR ELEVATION A E B C D WINDOW - GLASS PANEL WINDOW TRIM 2X PAINTED FASCIA EXTERIOR STUCCO SYSTEM SLATE TILE ROOFING EXISTING A SCALE:18 EXISTING WEST ELEVATION 1/4" = 1'-0" SCALE:20 EXISTING EAST ELEVATION 1/4" = 1'-0" A A A A B B BB B B C C C C C C D D D DD E E E FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF #### T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF T.O SLAB 0'-0" AFF GRADE B.O HEADER 7'-0" AFF T.O FLOOR/ 2ND 9'-0" AFF T.O ROOF 20'-0" AFF T.O ROOF 13'-0" AFF #### 8' - 0 " CL R 6" 4" 2" 2" 2" 8"3'-8" CLR 8" 9' - 0 " MA X B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : PROPOSED ELEVATIONS A2.1 KEY NOTES FOR ELEVATION 1 5 2 3 4 CARRIAGE LIGHT - OWNER'S CHOICE WINDOW - GLASS PANEL FRONT DOOR - NEW TO MATCH EXISTING WINDOW TRIM & INSETS - NEW TO MATCH EXISTING STUCCO TO MATCH EXISTING COLOR PROPOSED 6 4'' MIN. ADDRESS SCALE:17 PRROPOSED NORTH ELEVATION 1/4" = 1'-0" 18 A2.1 20 A2.1 20 A2.2 17 A2.1 18 A2.2 A SCALE:18 EXISTING WEST ELEVATION 1/4" = 1'-0" SCALE:20 EXISTING EAST ELEVATION 1/4" = 1'-0" A A A A B B BB B B C C C C C C D D D D E E E A E B C D WINDOW - GLASS PANEL WINDOW TRIM 2X PAINTED FASCIA EXTERIOR STUCCO SYSTEM SLATE TILE ROOFING EXISTING PROPOSED JADU PROPOSED JADU 1 2 3 4 5 6 7 EXTERIOR ENTRY ALCOVE 7 7 SCALE:23 ENTRY ALCOVE 1/4" = 1'-0" 1 5 2 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 T.O SLAB 0'-0" AFF B.O CEILING 9'-0" AFF GRADE T.O ROOF 12'-0" AFF T.O SLAB 0'-0" AFF B.O CEILING 9'-0" AFF GRADE T.O ROOF 12'-0" AFF B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : SECTIONS A2.2 KEY NOTES FOR SECTION TYP.EXTERIOR WALL: 7/8" LATH AND PLASTER EXTERIOR (SEE ELEVATIONS) OVER PLYWOOD SHEATHING PER STRUCT OVER WOOD STUDS PER STRUCT W/ 5/8" GWB W/ R15 INSULATION T-24 TYP.INTERIOR WALL: 5/8" GWB OVER WOOD STUDS PER STRUCT TYP.CEILING: 5/8" GWB AT UNDERSIDE OF FLOOR OR ROOF FRAMING PER STRUCT R30 INSULATION PER T-24 1 2 3 4 4 R30 2 R15 2R15 8 A3.0 TYP.EXISTING FLOOR LEVEL: CONCRETE SLAB PER STRUCTURAL | FLOOR COVERING BY OWNER 18 A2.1 20 A2.1 20 A2.2 17 A2.1 18 A2.2 SCALE:18 SECTION A-A 1/4" = 1'-0" SCALE:20 SECTION B-B 1/4" = 1'-0" 4 R30 2 R15 2R15 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 2X STUD WALL STUCCO 18" MIN U.N.O 2X FASCIA (FRTW WHERE 1HR RATING REQUIRES) 5/8" TYPE "X" GYPSUM EXTERIOR SHEATHING U.N.O WHERE 1HR RATED EAVE OCCURS WATER PROTECTION MEMBRANE ( ICE DAM PROTECTION WHERE REQ'D) ROOF SHEATHING ROOFING MATERIAL ROOFING RAFTER PER STRUCTURAL PLAN 2X DOUBLE TOP PLATE SHEAR WALL WHERE OCCURS ON PLAN METAL DRIP EDGE GYPSUM BOARD W/ SEMI-VAPOR PERMEABLE (LATEX) PAINT INSULATION AS NOTED PER PLAN ROOF TRUSS BY OTHERS INSULATION AS NOTED PER PLAN 1.1-HOUR WALL REQ'D WHERE < 5'-0" TO ⅊ 2.NO OPENINGS ALLOWED IF < 3'-0" TO ⅊ 3.BETWEEN 3'-0" AND 5'-0" WALL AREA CAN HAVE 25% MAXIMUM OPENING 1/4" "CEMSOFFIT" FIBER-CEMENT PANELS 5/8" TYPE "X" ON INTERIOR SIDE OF WALL WHERE 1HR RATED WALL IS REQUIRED RADIANT BARRIER PER T24 EMITTANCE OF 0.05 OR LESS 1" min PROVIDED BETWEEN ATTIC INSULATION AND ROOF SHEATHING WHERE EAVE OR CORNICE VENTS ARE INSTALLED BLOCKING BRIDGING & INSULATION SHALL NOT BLOCK AIR FLOW CONCRETE SLAB ON GRADE PER STRUCTURAL P.T. 2X PLATE 2X STUDS PER STRUCTURAL INSULATION PER T24 5/8" TYPE "X" GYP. BOARD CEILING JOIST PER STRUCTURAL GYP. BOARD AT GARAGE FINISH FLOOR WHERE OCCURS HILTI "DN" POWER DRIVEN PINS @ 16" O/C (ICBO #2388) OR APPROVED EQUAL (2) 2X TOP PLATES W/ 16D @16" O/C STAGGERED 2X NAILERS AS NEEDED (1) LAYER 5/8" GYP. BOARD W/ 1-1/2" SCREWS @ 8" MAX. AT LIVING SPACE INSULATION PER T24 GARAGE LIVING SPACE FINISH FLOOR WHERE OCCURS (2) 2X TOP PLATES W/ 16D @ 16" O/C STAGGERED 2X NAILERS AS NEEDED 2X PLATE W/ 16D @ 16" O/C STAGGERED 2X STUDS PER STRUCTURAL 5/8" GYP. BOARD BOTH SIDES W/ 1-1/2" SCREWS @ 8" MAX CEILING ASSEMBLY AND INSULATION PER PLAN (2) 2X TOP PLATES W/ 16D @ 16" O.C STAGGERED EXTERIOR FINISH PER PLAN PLYWOOD SHEATHING PER STRUCTURAL 5/8" GYP. BOARD W/ 1-1/2" SCREWS @ 8" MAX. CEILING INSULATION PER T24 CEILING ASSEMBLY PER STRUCTURAL 2X PLATE W/ 16D @ 16" O.C STAGGERED 2X STUD PER STRUCTURAL INSULATION PER T24 FINISH FLOOR WHERE OCCURS A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT SHALL BE APPLIED OVER STUDS OF ALL EXTERIOR WALLS. SPECIFY THAT TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.2) 4" M I N . WHERE OCCURS A MINIMUM 0.019” (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT OR PLASTIC WEEP SCREED LOCATED BELOW FOUNDATION PLATE LINE AND 4 INCHES ABOVE GRADE ON ALL EXTERIOR STUD WALLS OR 2-INCHES ABOVE PAVED AREAS. (CRC R703.6.2.1)8" M I N P.T 2X SILL PLATE ASSUMED PROPERTY LINE 1 HR CONSTRUCTION PER GA FILE NO. FC 5407 AT FLOOR/ CEILING BETWEEN GARAGE AND LIVING AREA CONCRETE SLAB ON GRADE AND FOOTING PER STRUCTURAL 2X STUD PER STRUCTURAL INSULATION ON BOTH BOTH SIDES PER T-24 PLYWOOD SHEATHING PER STRUCTURAL (2) LAYERS 5/8" TYPE "X" GYP. BOARD AT GARAGE ONLY - SEE INSULATION PER T-24 FRAMING PER STRUCTURAL PLYWOOD PER STRUCTURAL 2X STUD PER STRUCTURAL INSULATION ON BOTH BOTH SIDES PER T-24 TRIPLE BLOCKING A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT SHALL BE APPLIED OVER STUDS OF ALL EXTERIOR WALLS. SPECIFY THAT TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.2) WHERE OCCURS A MINIMUM 0.019” (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT OR PLASTIC WEEP SCREED LOCATED BELOW FOUNDATION PLATE LINE AND 4 INCHES ABOVE GRADE ON ALL EXTERIOR STUD WALLS OR 2-INCHES ABOVE PAVED AREAS. (CRC R703.6.2.1) 4" M I N . WALL ASSEMBLY: UL309 8" M I N 5/8" TYPE "X" ON INTERIOR SIDE OF WALL WHERE 1HR RATED WALL IS REQUIRED 5/8" TYPE "X" GYP. BOARD ELECTRICAL OUTLET 5/8" TYPE "X" GYP. BOARD UNINTERRUPTED 1 HR MEMBRANE (2) SOLIDS 2XS VERTICAL AT BROKEN MEMBRANE ASSUMED PROPERTY LINE 5/8" TPYE "X" GYP. BOARD SIDING PER ELEVATION 2X STUDS PER STRUCTURAL PLYWOOD SHEATHING PER STRUCTURAL WALL ASSEMBLY: UL309 5/8" TYPE "X" GYP. BD. FIBER GLASS BATT INSULATION (NOT REQUIRE FOR FIRE OR SOUND RATING) 5/8" TYPE "X" GYP. BD. 2X4 WOOD STUDS AT 16" O.C NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16" O.C WITH 1-1/4" TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16" ON OPPOSITE SIDES FIRE RATING: 1 HR SOUND RATING: 35 TO 39 STC ASSEMBLY:UL305 5/8" TYPE "X" GYP. BD. 5/8" TYPE "X" GYP. BD. 2X4 WOOD STUDS AT 16" O.C 5/8" TYPE "X" GYP. BD. FIBER GLASS BATT INSULATION (NOT REQUIRE FOR FIRE OR SOUND RATING) 2X4 WOOD STUDS AT 16" O.C PLYWOOD SHEATHING PER STRUCT NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 (MIN - PER STRUCTURAL) WOOD STUDS 16" O.C WITH 1-1/4" TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16" ON OPPOSITE SIDES. LOAD BEARING. FIRE RATING: 1 HR SOUND RATING: 35 TO 39 STC ASSEMBLY:UL309 7/8" STUCCO 5/8" GYP. BD. THERMAL INSULATION 7/8" STUCCO PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS 2X WOOD STUDS PER STRUCT NOTE: SEE STRUCTURAL DRAWINGS FOR NAILING SCHEDULE PLYWOOD INTERIOR EXTERIOR B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : WALL TYPE A3.0SCALE:12 TYPICAL WALL SECTION AT PROPERTY LINE WALL 1" = 1'-0" SCALE:7 1 HR PARTITION & CEILING @ GARAGE 1" = 1'-0" SCALE:8 TYPICAL NON-RATED INT. PARTITION 1" = 1'-0" SCALE:9 TYPICAL NON-RATED EXT. WALL 1" = 1'-0" 1 A3.0 7 A3.0 INSULATION : R15 PER T24 INSULATION : R15 R15 PER T24 INSULATION : R30 R30 INSULATION: R15 INSULATION : R30 INSULATION : R15 SCALE:4 TYPICAL PROPERTY LINE WALL PLAN 1" = 1'-0" SCALE:6 TYPICAL 1 HR INT. PARTITION 1-1/2" = 1'-0" SCALE:3 TYPICAL NON-RATED INTERIOR PARTITION 1-1/2" = 1'-0"SCALE:5 TYPICAL 1 HR PROPERTY LINE WALL 1-1/2" = 1'-0" SCALE:1 TYPICAL NON-RATED EXTERIOR WALL 1-1/2" = 1'-0" 12 A3.0 SCALE:10 EAVE FRAMING / FIRE RATED U.N.O 1" = 1'-0" 9 A3.0 R38 PER T24 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 5/8" TYPE "X" GYP. BD. (N) 5/8" TYPE "X" GYP. BD. STUDS WALL PER PLAN ELECTRICAL OUTLET OR OTHER OPENING DI A M E T E R O F C R O W N TO B E D I A M E T E R O F WA L L O P E N I N G P L U S 1 " EA C H S I D E 5/8" FIRE-RATED GYP. BOARD/STUD WALL ASSEMBLY PIPES, DUCTS, ETC. - PROVIDE NOM. 1" ANNULAR SPACE ALL AROUND OPTIONAL FORMING MATERIAL - RECESSED 1/2" FROM THE SURFACE FOR FS900 MATERIAL (MINERAL WOOL. POLYSTYRENE, ETC. ADDITIONAL MATERIAL ADDED TO FORM 5/8" CROWN AROUND PENETRATION AND LAPPING 1" BEYOND OPENING 1 4 2 1 4"min. 1 4 OUT OF SPAN ONLY BORED HOLE STUD SIZE EXTERIOR & BEARING WALLS NON- BEARING WALLS 2x4 1 7 16 "2 1 8" 2x6 2 3 16 "3 5 16 " 2-2x4 2 1 8"2 1 8" 2-2x6 3 5 16 "2 3 16 " NOTCH DEPTH 2x4 2x6 7 8"1 7 16 " 1 3 8"2 3 16 " 1.NOTCH DEPTH & BORE HOLE SEE TABLE BELOW 2.STUD 3.SILL PLATE 4.HOLE EDGE DISTANCE 5/8" MIN GC NOTE BORE HOLES NOT PERMITTED IN MORE THAN TWO CONSECUTIVE DOUBLE STUD STUD SIZE EXTERIOR & BEARING WALLS NON- BEARING WALLS 3" max. 1 2 DEPTH DEPTH 3" max. 21 5 3 4 4 5 6 63 7 1.NOTCH IN PLATE 2.1 3/4" MAX IF BORED HOLE EXCEED 1 3/4" IN 2X4 TOP PLATE OR 2 2/4" IN 2X6 TOP PLATE STRAP E/S OR PLATE W/ ITEM #3 BELOW 3.SIMPSON CS18X14 LONG MTL STRAP, TYP @ EACH PLATE CUT W/ (6) 16D EACH SIDE 4.PIPE WHERE OCCURS 5.TOP PLATE / SILL PLATE 6.ANCHOR BOLTS PER PLAN 7.LOCATE ANCHOR BOLTS 5" MIN / 9" MAX AWAY FROM NOTCH OR OF PLATE GC NOTE IF NOTCH OR HOLE EXCEED 50% OF TOP PLATE WIDTH, STAGGER @ E/S OF PLATE USE SIMPSON IF NEEDED 5/8" G.W.B 1X4 VERT. GRAIN DOUGLAS FIR, PAINTED FLOORING PER SCHEDULE SIDING PER PLAN CONCRETE CURB PER STRUCT GRADE 8" M I N . 4" PRESSURE TREATED SILL SHEATHING PER STRUCT DRAIN SLOTS VENT CAP TO MATCH ROOF MATERIAL RAFTERS RIDGE VENT AIR SLOTS ROOFING MATERIAL RIDGE BOARD 24 GA ( CORROSION RESISTANT MTL) VALLEY FLASHING 24" WIDTH CONT. ON # 30 ROOF FELT ON SISAL KRAFT PAPER OR EQUAL 12"12" 4" VENT CAP LEAD FLASHING HAND FROM TO SHAPE CRIMP OVER PLUMBING VENT GALV. PLUMBING VENT ROOFING MATERIALS PER PLAN PLUMBING WATER HEATER OR F.A.U VENT LEAD COLLAR SKIRT AND STEEL BOOT BY GC ROOF STRUCTURE ROOF SHEATHING 2X BLOCKING 2X LEDGER PLYWOOD SHEAR PANEL - WHERE APPLIES ROOFING COUNTER FLASHING UNDER ROOM ON TOP OF PAPER 1X6 CONT. WOOD NAILER Z FLASHING PAINT TO MATCH ADJ. FACE HANGER ROOF RAFTERS OR ENGINEERED TRUSS - PER PLAN B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : SCALE:2 TYPICAL OPENING @ RATED WALL 1-1/2" = 1'-0" SCALE:3 PENETRATION @ 1 HR CONSTRUCTION NTS SCALE:1 STUD NOTCHING / BORING LIMITS NTSSCALE:4 BORE HOLES NTS SCALE:6 EXTERIOR WALL CURB 1-1/2" = 1'-0" SCALE:5 TYPICAL INTERIOR WALL BASE 3" = 1'-0" ROOF AND WALL DETAILS SCALE:7 ROOF RIDGE 1 1/2" = 1'-0" SCALE:8 ROOF VALLEY 1 1/2" = 1'-0" SCALE:9 VENT PIPE THRU ROOF NTS SCALE:10 ROOF WALL FLASHING 1 1/2" = 1'-0" A3.1 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 32 "6" FUTURE GRAB BAR SHALL BE: L-SHAPED, AND SHALL BE (A) VERTICAL COMPONENT: 30" IN LENGTH, AND MOUNTED 6" FROM THE END OF THE TOILET BOWL. (B) HORIZONTAL COMPONENT 42" IN LENGTH, AND MOUNTED APPROX. 33"-36"" ABOVE THE FLOOR NOTE: GRAB BAR REINFORCING ONLY REQUIRED BESIDE WATER CLOSET IF WATER CLOSET IS LOCATED WITHIN 18" OF THE ADJACENT WALL. FUTURE GRAB BAR SHALL BE: (A) MINIMUM 24" IN LENGTH, AND MOUNTED: 33"-36" ABOVE THE FLOOR ( TANKLESS) 6" ABOVE THE TANK 39 1 / 4 " 32 " 39 1 / 4 " 33 " - 3 6 " 36" MIN42" MIN 2X8 BLOCKING MIN2X8 BLOCKING MIN REQUIRED BLOCKING MATERIAL SHALL BE: NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER (1-1/2” X 7-1/4” ACTUAL DIMENSION) OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32” AND 39-1/4” ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL FRAMING. GALV. SHT. MTL FRIP FLASHING H.M DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE CONC. PAVING SEE SITE PLAN 1/ 4 " M A X . 1/ 2 " M A X . MAX. 2 1 1/ 4 " M A X . ALUM. THRESHOLD SET IN FULL BED OF MASTIC DOOR BOTTOM SEAL DOOR JAMB BEYOND FRAM ANCHOR INSTALL PER MFR. RECOMMENDATION HEADER PER STRUCT. WALL PER PLAN R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THAT THE DOOR DOES NOT SWING OVER THE 2X4 DOOR BLOCKING 5/8" GWB 1X4 VERT. GRAIN DOUGLAS FIR, PAINTED INTERIOR JAMB INTERIOR DOOR PER DOOR SCHEDULE 1/ 4 " 5/8" G.W.B HEADER PER STRUCT 2X BLOCKING TO ACHIEVE 2" WINDOW RECESS 5/8" G.W.B 2X6 WALL 7/8" STUCCO ON TWO LAYERS 30# FELT SHEATHING PER STRUCT. MOISTURE STOP EXPANDABLE METAL LATHER SLOPE TO DRAIN GSM FLASHING SEALANT DBL GLAZED WIINDOW GSM FLASHING SEALANT EXPANDABLE METAL LATHER 7/8" STUCCO ON TWO LAYERS 30# FELT SHEATHING PER STRUCT. 4" 2" 4" 1/ 2 " FUTURE BATHTUB GRAB BARS SHALL BE: (A) HORIZONTAL COMPONENT: MIN. 48" IN LENGTH, AND LOCATED ALONG THE FULL LENGTH OF THE BATHTUB AND MOUNTED 33"-36" ABOVE THE FLOOR AND LOWER GRAB BAR SUPPORT MAX 6" ABOVE THE RIM OF THE BATHTUB FUTURE BATHTUB GRAB BARS SHALL BE: (A) HORIZONTAL COMPONENT: MIN. 24" IN LENGTH, AND LOCATED AT EACH END OF THE BATHTUB AND MOUNTED 33"-36" ABOVE THE FLOOR 39 1 / 4 " MA X 48" MIN 6" M A X 32 " 39 1 / 4 " 32 " 39 1 / 4 " 33 " - 3 6 " 2X8 BLOCKING MIN2X8 BLOCKING MIN ADJACENT TO BATHTUB FUTURE SHOWER GRAB BARS SHALL BE: (A) HORIZONTAL COMPONENT: MIN. 24" IN LENGTH, AND LOCATED AT EACH END OF THE BATHTUB AND MOUNTED 33"-36" ABOVE THE FLOOR 39 1 / 4 " MA X 32 " 39 1 / 4 " 2X8 BLOCKING MIN FUTURE BATHTUB GRAB BARS SHALL BE: (A) HORIZONTAL COMPONENT: MIN. 48" IN LENGTH, AND LOCATED ALONG THE FULL LENGTH OF THE SHOWER AND MOUNTED 33"-36" ABOVE THE FLOOR 32 " 39 1 / 4 " 33 " - 3 6 " 2X8 BLOCKING MIN ADJACENT TO WATER CLOSET ADJACENT TO SHOWER STEP 1: TYPICAL WINDOW OPENING STEP 4: REPEAT STEP 3 ON RIGHT SIDE STEP 2: ATTACH FLASHING FLUSH ALONG THE BOTTOM OF THE OPENING. THE LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 6" BEYOND THE OPENING ON BOTH SIDES SO THAT IT IS BEYOND THE TWO VERTICAL PIECES THAT ARE ATTACHED IN STEP 3 & 4 STEP 5: POSITION WINDOW INTO THE OPENING WITH THE FLANGE ON THE TOP OF THE THREE FLASHING STRIPS. LEVEL THE WINDOW AND SECURE IN PLACE STEP 3: ATTACH FLASHING ALONG THE LEFT VERTICAL SIDE OF THE OPENING. FLUSH WITH THE EDGE MAKING SURE THAT IT IS OVER THE BOTTOM OF THE HORIZONTAL STRIP. LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 6" BEYOND THE TOP HORIZONTAL PIECE THAT IS ATTACHED IN STEP 6 AFTER THE WINDOWS IS IN PLACE STEP 6: ATTACH THE FOURTH STRIP OF FLASHING ALONG THE HORIZONTAL EDGE OF THE WINDOW, MAKING SURE THAT THE FLASHING IS POSITIONED OVER THE WINDOWS FLANGE AND OVER BOTH VERTICAL PIECES. THIS STRIP MUST FALL A MIN. OF 6" BEYOND THE VERTICAL PIECES ON B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : SCALE:9 TYPICAL GRAB BAR LOCATIOIN NTSSCALE:12 STUD WALL REINFORCEMENT FOR REFERENCE ONLY DOOR AND WINDOW DETAILS SCALE:1 TYPICAL EXTERIOR DOOR 1-1/2" = 1'-0" SCALE:2 INTERIOR DOOR JAMB 3" = 1'-0" SCALE:4 TYPICAL WINDOW AT STUCCO SIDNG 3" = 1'-0" 1.VERIFY SIZE AND SPECIFICATIONS WITH MANUFACTURER PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION 2.ALL WINDOWS SHALL BE DUAL GLAZED LOW E 3.HEAD HEIGHT ARE AT 7'-8" AFF UNLESS NOTED OTHERWISE OR ON FLOORPLANS 4.SEE ELEVATIONS FOR OPERATION DIRECTION 5."TEMP" DENOTES SAFETY GLAZING. WINDOWS WITHIN A 24" ARCH OF EITHER VERTICAL EDGE OF DOORS IN THE CLOSED POSITION AND WITHIN 18" OF FLOOR SHALL BE SAFETY GLAZING. SEE ELEV FOR TEMPERED GLAZING LOCATIONS -FOR TYPICAL WINDOW - FOR WINDOW FLASHING 1.VERIFY SIZE AND SPECIFICATIONS WITH MANUFACTURER PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION 2.SEE UNIT ELEVATIONS FOR OPERATION DIRECTIONS 3."TEMP" DENOTES SAFETY GLAZING. ALL GLASS IN DOORS SHALL BE TEMPERED GLASS 4.FOR TYPICAL DOOR FRAMING DETAILS SEE -FOR EXTERIOR DOORS - FOR INTERIOR DOORS 1 A3.2 2 A3.2 4 A3.2 10 A3.2 A3.2 WINDOW SCHEDULE QUANTITY SIZE WxH DESCRIPTION REMARKS 1 1 60"X36" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 NEW TO MATCH EXISTING 2 2 24"X48" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 EXISTING 3 3 36"X48" SLD VINYL-CLAD FRAME. DUAL GLAZING/ LOW E. ARGON FILLED. U=0.3 : SHGC =0.23 EXISTING # QUANTITY SIZE DESCRIPTION REMARKS A 1 3'0"X6'8" EXT SOLID WOOD DOOR. 1 3/4" THICK. PAINT GRADE IN-SWING OR EQUAL OWNER'S CHOICE/ MATCH EXISTING B 1 3'0"X6'8" INT HOLLOW CORE WOOD DOOR. 1 3/4" THICK. PAINT GRADE OR EQUAL OWNER'S CHOICE # DOOR SCHEDULE SCALE:10 TYPICAL WINDOW FLASHING NTS SCALE:8 WATER HEATER STRAPPING NTS CALIFORNIA PLUMBING CODE SECTION 507.2 REQUIRES THAT ALL WATER HEATERS SHALL BE SUPPORTED AND STRAPPED TO PREVENT MOVEMENT DURING AN EARTHQUAKE. TWO METAL STRAPS, NOT LESS THAN 22 GAUGE, NOR LESS THAN 5/8-INCH WIDE SHALL BE USED. ONE STRAP SHALL BE PLACED WITHIN THE UPPER 1/3 OF THE WATER HEATER’S VERTICAL DIMENSION AND THE OTHER SHALL BE PLACED WITHIN THE BOTTOM 1/3 OF THE WATER HEATER’S VERTICAL DIMENSION. AT THE LOWER POINT, A MINIMUM DISTANCE OF 4 INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. THE MEANS OF CONNECTION TO THE STRUCTURE SHALL BE MADE BY THE USE OF SCREWS NOT LESS THAN 1/4 INCH IN SIZE WITH A MINIMUM PENETRATION OF 1-1/2 INCH INTO A FRAMING MEMBER OF THE WALL. A CUT WASHER SHALL BE USED BETWEEN THE HEAD OF THE SCREW AND THE STRAP TO INSURE A POSITIVE SUPPORT. NOTE: ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48” MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15” MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. BACKING FOR FUTURE 30 IN. X 1-1/4 IN. FLIP-UP SCREW GRAB BAR R8960FD – FLIP UP GRAB BAR STAINLESS STEEL PEENED FINISH 1 ¼” DIAMETER BAR OR EQUAL FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 3' - 8 " V. I . F 3' - 6 " V. I . F 11 ' - 6 " V. I . F 12'-0" V.I.F 24 ' - 8 " V. I . F B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : DEMOLITION PLAN D1.0 WALL LEGEND EXTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR 1/2" GWB INTERIOR INTERIOR WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 A3.0 1,9 A3.0 1 HR RATED EXTERIOR WALL W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER ELEVATION | UL 309 4,12 A3.0 EXISTING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR PLUMBING WALL 2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 A3.1 8 A3.0 KEY NOTES 1 EXISTING 4X4 WINDOW TO BE DEMO - PATCH AND REPAIR AS NEEDED 2 EXISTING SLAB TO REMAIN - PATCH AND REPAIR AS NEEDED. SEE STRUCT3 EXISTING 5X4 WINDOW TO BE DEMO - PATCH AND REPAIR AS NEEDED 1.VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO THE ARCHITECT IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE DEMOLITION WORK SHALL NOT JUSTIFY AN ADDITIONAL COST. 2.REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL REQUIRE ISOLATING THE PIPING RISERS OR MAINS VIA SHUT-OFF VALVES. INSTALL NEW ISOLATION VALVES WHERE REQUIRED FOR COMPLETION OF WORK. 3.REMOVAL OF EXISTING PLUMBING FIXTURES AND EQUIPMENT, ETC. WILL REQUIRE CAPPING AND SEALING EXISTING MAINS OR BRANCHES AS NECESSARY AND REQUIRED TO ALLOW THE REMAINING SYSTEMS TO FULLY OPERATE WITHOUT DEGRADATION. CONTRACTOR SHALL PROVIDE PROTECTIVE PLASTIC DROP CLOTHS TO PROTECT THE EXISTING OCCUPIED AREAS AND EQUIPMENT FROM DUST AND DEBRIS DURING THE CONSTRUCTION WORK, AND SHALL CLEAN THE AREAS OF ALL CONSTRUCTION DIRT DAILY, AND UPON COMPLETION OF THE WORK. REFER TO GENERAL CONDITIONS AND DIVISION 1 SECTIONS IN THE SPECIFICATIONS. 4.ALL DRAINED PIPING RISERS AND MAINS SHALL BE REFILLED WITH PROPER FLUID AND PROPERLY VENTED BY THIS CONTRACTOR, ONCE NEW WORK HAS BEEN INSTALLED. 5.COORDINATE WITH GENERAL CONTRACTOR THE REMOVAL AND REPLACEMENT OF ALL EXISTING CEILINGS, WALLS, ETC. AS REQUIRED FOR MECHANICAL DEMOLITION WORK. 6.EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE UTILIZED IN THE COMPLETED BUILDING SHALL BE DISCONTINUED OR REMOVED AS REQUIRED. ALL ENDS OF DISCONTINUED PIPING SHALL BE CAPPED IN THE NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARE COMPLETELY CONCEALED. OPENINGS LEFT IN WALLS, CEILINGS, ETC., WHERE EQUIPMENT AND PIPE, ETC., ARE REMOVED AND NOT REPLACED, SHALL BE PATCHED NEATLY WITH SIMILAR MATERIAL TO ADJACENT CONSTRUCTION. REFER TO DRAWINGS DELINEATING NEW WORK FOR ADDITIONAL INFORMATION REGARDING SYSTEMS OR PORTIONS OF SYSTEMS WHERE USE IS TO BE DISCONTINUED. 7.EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE NOT TO BE REUSED SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE OWNER IF THEY WISH TO RETAIN OWNERSHIP OF SAME. IF NOT, EQUIPMENT SHALL BECOME THE PROPERTY OF THIS CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AS SOON AS PRACTICAL AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. 8.ALL CUTTING AND CHANNELING OF EXISTING BUILDING SHALL BE ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER WITHOUT REMOVAL OF EXCESS MATERIALS. THIS CONTRACTOR SHALL PATCH AND REPLACE WITH MATERIAL SIMILAR TO ADJACENT CONSTRUCTION. 9.WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT ARE TO BE UTILIZED IN THE COMPLETED PROGRAM CONFLICT WITH NEW CONSTRUCTION AND THE REQUIRED DEMOLITION, THEY SHALL BE RELOCATED AND RECONNECTED TO MAINTAIN THE DESIRED SERVICE. 10.PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR CLARITY EVEN THOUGH IT MAY NOT BE NECESSARY TO MODIFY OR REVISE THEM. ALL EXISTING SYSTEMS ARE SHOWN BASED ON ORIGINAL OR REMODEL BUILDING DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. 11.ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE OWNER AND OCCUPANTS OF THIS BUILDING SO AS TO PROVIDE THE LEAST AMOUNT OF DISRUPTION OF BUILDING ACTIVITIES AS POSSIBLE. 12.ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK SHALL BE REMOVED AND PROPERLY DISPOSED OF. GENERAL NOTES 5 3 4 50 GAL GAS WH RELIANCE STA-KLEEN 805 5 EXISTING100 AMP METER TO BE UPGRADED TO 200 AMP DUAL METER PANEL PER UTILITY PROVIDER STANDARDS 6 SCALE:18 DEMOLITION PLAN 1/4" = 1'-0" DEMO A PORTION OF BRICK FIRE PLACE VENEER - PATCH AND REPAIR AS NEEDED 1 (E ) 2 4 " X 3 6 " S H - T E M P (E ) 6 0 " X 3 6 " S L D . (E ) 2 4 " X 3 6 " S H - T E M P (E) 60"X48" SLD.(E) 60"X48" SLD.(E) 60"X48" SLD.(E) 48"X48" SLD - TEMP(E) 72"X80" SLD - TEMP (E ) 6 0 " X 4 8 " S L D . (E ) 2 4 " X 4 8 " S L D . (E ) 4 8 " X 4 8 " S L D . (E) (3) 36"X48" SLD. (E) 60"X48" SLD. (E ) 4 8 " X 4 8 " S L D (E ) 2 4 " X 3 6 " S H - T E M P (E) 48"X48" SLD. (E) 48"X48" SLD.(E) 48"X48" SLD. EXISTING DWELLING 820 N EUCLID ST. PERMITTED GARAGE ADU 743 SF 820 1/2 N EUCLID ST. (E ) 2 4 " X 4 8 " S L D . 2 6 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 GABLE VENT ROOF RIDGE VENTILATION CEILING JOIST CEILING INSULATION EAVE VENTILATION MECHANICAL ROOF VENT 10X2010X20 10X20 25 ' - 0 " PL T O C L O F S T R E E T 20 ' - 2 " FR O N T O F H O U S E T O P L 24 ' - 8 " FR O N T O F H O U S E T O P L 5'-0"5'-0" 8' - 0 " PL T O FA C E O F C U R B 20 ' - 0 " RE A R S E T B A C K 30'-0" CONCRETE TO REMAIN 10'-6" LS RESTORED PER SAMC 41-609 6'-0" (E) WALKWAY B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : EXISTING SITE PLAN AND ROOF PLAN SP1.0 1.ROOF OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/6 INCH MINIMUM AND 1/4 INCH MAXIMUM OPENING 2.A MINIMUM OF 1 INCH AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING 3.UNVENTED ATTIC ASSEMBLIES SHALL MEET ALL THE CONDITIONS IN SECTION R806.4 4.TYPICAL ROOF OVERHANG 1'-6" - U.N.O 5.TYPICAL ROOF OVERHANG RAKE 1'-6" - U.N.O 6.BUILT UP MEMBRANE TYPICALLY W/ BITUTHENE MEMBRANE - U.N.O 7.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/ TRUSS MANUFACTURER TO ACCOMMODATE ALL ATTIC VENTS. 8.ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATION 9.PROVIDE APPROVED INSULATION DAMS ( BAFFLES) WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT HOLES ROOF NOTES ROOF VENTILATIION DIAGRAM ROOF SPECIFICATION: 1.ROOF: CLASS 'A' FIRE RATING - ROOF MATERIAL: S-TILE CLASS "A" MIN BORAL - ESR# 1647 W/ LAYERS OF UNDERLAYMENT UNDERLAYMENT: ASTM D 226, TYPE I OR ASTM D 4869 TYPE I PER 2022 CBC CHAPT. 15 OR 2022 CRC R902.1 GENERAL NOTES RESIIDENCE ADDRESSING SHALL BE EASILY VISIBLE FROM EUCLID ST. & HAZARD AVE. TO AID EMERGENCY RESPONDERS, APPROVED BUILDING ADDRESS NUMBERS SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEDGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUNDS, BE ILLUMINATED ARABIC NUMERALS , AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF .5 INCHES. CFC CHAPTER 5, SECTION 505.1 LANDSCAPING MAINTAINED NOT TO INTERFERE WITH LIGHTING OR ADDRESSING ASPHALT RESTORATION SHALL BE PER CITY OF COSTA MESA STANDARDS ANY ALTERATION OR RELOCATION TO EXISTING UTILITIES METERS SUCH AS GAS, WATER AND ELECTRICAL MUST BE NOTIFIED TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO COMMENCE WORK THERE SHALL BE NO TRENCHES OR EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMIT FROM STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA) THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. CONTACT CAL/OSHA AT: 714-558-4451 FOR ADDITIONAL INFORMATION ADDITION THAT EXCEED 50% OF THE EXISTING LIVING FLOOR AREA REQUIRE UNDER GROUNDING OF ALL EXISTING ABOVE GROUND UTILITIES. PER BUILDING POLICY, WHERE FEASIBLE, AND AS DETERMINED BY THE BUILDING INSPECTOR, ALL ABOVE GROUND UTILITIES SHALL BE RELOCATED UNDERGROUND. THE GRADE SHALL FALL NOT FEWER THAN 6" WITHIN THE FIRST 10' FROM THE FOUNDATION WALL. WHERE LOT LINES, WALLS, SLOPES OR PHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN 10', DRAINS, OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM THE BUILDING KEY NOTES 1 PROPERTY LINE 2 3 CURB LINE 4 1 5 6 2 3 HOUSE STREET NUMBER (4) INCHES IN HEIGHT, OF A COLOR CONTRASTING TO THE BACKGROUND EXISTING NEW PUBLIC RIGHT OF WAY ELECTRICAL METER 4" SEWER MAIN LATERAL - PROTECT IN PLACE 1" WATER METER & DOMESTIC WATER SERVICE 8 9 10 LANDSCAPE CONCRETE PAVING SCALE:1 EXISTING SITE PLAN 1/8" = 1'-0" 7 GAS METER OUTDOOR RATED HEAT AND COOL MINI SPLIT UNIT PROVIDE 4'' CONCRETE PAD OR PREFAB PAD. ⅊ ⅊ ⅊ SI D E S E T B A C K REAR SETBACK ⅊ 1 5 49.33' EXISTING DWELLING 3 MFG: AIR VENT INC. OR EQUAL PRODUCT INFO: ALUMINUM GABLE VENT FLUSH FLANGE MFG: O'HAGIN OR EQUAL PRODUCT INFO: TAPERED LOW-PROFILE VENTS CLASS A RATED STAINLESS STEEL MFG: MAURICE FRANKLIN OR EQUAL PRODUCT INFO: 2.5" ALUMINUM STAINLESS STEEL EQ EQ EQ EQ 1/ 2 " 1/ 2 " FOR REFERENCE ONLY HAZARD AVE. 72'' BLOCK FENCING 11 820 N EUCLID ST. 4 5 : 125 : 12 8 1 JADU CONVERSATION 2 200 AMP DUAL METER PANEL UPGRADE PER UTILITY PROVIDER STANDARDS 83.33' 71.16'96.16' FRONT SETBACK SI D E S E T B A C K 42'' WROGHT IRON FENCE ON BLOCK BASE PERMITTED GARAGE ADU 743 SF 820 1/2 N EUCLID ST. 5 : 12 5 : 125 : 12 5 : 125 : 12 5 : 12 N E U C L I D S T . 1 1 1 2 3 6 7 8 8 9 10 10 10 10 3 PROJECT DATA APN:099-203-48 OCCUPANCY:SFR (R-3) ADU (R-3) ZONE:R-1 TYPE OF CONSTRUCTION:VB SPRINKLER:NO ( MAIN RESIDENCE NOT SPRINKLERED) FLOOD ZONE:A BUILDING HEIGHT:20''-6" (35' MAX) LOT AREA:8,330 SF a EXISTING SCOPE: MAIN RESIDENCE:2,568 SF b 1ST FLOOR: 2,087 SF b1 2ND FLOOR: 481 SF b2 GARAGE ADU 743 SF c NEW SCOPE: JADU:300 SF d MAIN RESIDENCE:2,268 SF ( REDUCED)e FLOOR TO AREA (UNCHANGED): ( d + b+c ) / a .39 TOTAL LOT COVERAGE (UNCHANGED): ( b1 + c )2,768 SF f ( f / a ) UNCHANGED 33% < 35% FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : EXISTING SITE CONDITIONS SP1.1 4 2 SCALE:1 SCALE:2 SCALE:3 SCALE:4 SCALE:A SCALE:B SCALE:C SCALE:D 3 2 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 S.0 STRUCTURAL GENERAL NOTES FATENING SCHEDULE S1.0 JADU FOUNDATION PLAN ROOF FRAMING PLAN SD1 STRUCTURAL AND FOUNDATION DETAILS 1.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA RESIDENTIAL CODES AND ALL AMENDMENTS AND LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID AND SIGNING OF CONTRACT. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND ENGINEER AND BE RESOLVED IN WRITING BEFORE PROCCEDING WITH THE WORK. 3.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES ON OTHER DOCUMENTSA THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE ENGINEER. 4.ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITION WERE CAREFULLY TAKEN IN THE FIELD BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS ARE IN CONFLICT WITH THE PLANS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT PROPER CHANGES CAN BE MADE. 5.REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR REVIEW. 6.MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS SHALL NOT BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 7.THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING, CONSTRUCT/ON CANOPY, SCAFFOLDING ETC. FIELD OBSERVATIONS BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTIONS AS REQUIRED BY THE CODE. 8.REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC. A.ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR CONSTRUCTION ON ENCLOSED SIDE 1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING MINIMUM GRADES: A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2 B. 4X BEAMS AND HEADERS UP TO 4X10 NO. 2 C. LARGER THAN 4X10 AND POSTS NO. 1 D. 6X AND LARGER BEAMS NO. 1 2.STRUCTURE PANELS SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT STANDARD PSA1AA5 CD WITH EXTERIOR GLUE, AND SHALL BEAR THE STAMP OF AN APPROVED FABRICATOR. 3.INSTALLATION OF VERTICAL AND HORIONTAL SHEATHING SHALL FIRST BE APPROVED BY THE INSPECTOR PRIOR TO COVERING. 4.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN ON APPROVED PLANS. 5.MAXIMUM MOISTURE CONTENT OF ALL NUMBER SHALL BE 1AA. 6.BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1116 INCH UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG SCREWS. 7.FRAMING CONNECTIONS SHALL BE ASIMPSON STRONGATIEA. 8.THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LESS THAN THE MINIMUM REQUIRED ON CRC R602.3(1). AI ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS. 10.PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X14 JOISTS. 11.BUILTAUP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS: A.2A2X 16D AT 12A O.C. STAGGERED TOP AND BOTTOM. B.3A2X 518A DIA. M.B. AT 18A O.C. STAGGERED TOP AND BOTTOM. C.4A2X 518A DIA. M.B. AT 18A O.C. STAGGERED TOP AND BOTTOM. 12.PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS. 13.PROVIDE SOLID BLOCKING UNDER ALL NONAPARALLEL PARTITIONS. 14.INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65A TO 75A OF SHANK DIAMETER AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT BY HAMMERING. 15.TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND SUBMITTED TO THE BULIDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 16.SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER. 17.DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48A MIN. FOR STUD WALL 18.ALL INTERIOR NON A SHEAR WALLS TO BE SECURED WITH ICCAERS APPROVED SHO T PINS WITH CADMIUM WASHERS AT 32A O.C. PER MANUF. SPECS U.N.O. PROVIDE ANCHOR 6A FROM ALL CORNERS AND SPLICED. 1.GLUE LAMINATED BEAMS SHALL BE PER CBC (A/TC A 1A0.1 & ASTM 3737) AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 117. COMBINATION SYMBOLS SHALL BE AS FOLLOWS: A) 24FAV4 DF/DF FOR SIMPLE BEAMS B)24FAV8 DF/DF FOR CANTILEVERED BEAMS 2.PARALLAM BEAMS SHALL BE 2.0E PSL I LEVEL, ICC ESRA 1387 3.MICROLAM BEAMS SHALL BE 2.0E LVL 4.LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND SHALL BE ACCOMPANIED TO 5.THE JOB SITE WITH CERTIFICATE OF FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. 1.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO A.S. T.M. AA36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, LA TEST EDITION. 2.PIPE COLUMNS SHALL CONFORM TO A.S. T.M. AA53 GRADE B. 3.TUBULAR STEEL SHALL CONFORM TO A.S. T.M. A500 GRADE B. 4.BOLTS SHALL CONFORM TO A.S. T.M. AA307 UNLESS NOTED OTHERWISE. 5.SHOP DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER AND BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. 6.FABRICATION SHALL BE DONE IN THE SHOP OF LICENSED FABRICATORS. 7.USE ELECTRIC ARC PROCESS WELDING WITH E70XX ELECTRODES. 8.ALL WELDING SHALL BE DONE IN THE SHOP OF LICENSED FABRICATOR OR PROVIDE CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY A.INSPECTOR. WHERE A FILLET WELD SYMBOL IS USED IN THE PLANS WITHOUT INDICATION OF SIE, THE MINIMUM WELD SIE AS SPECIFIED IN THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION SHALL BE USED. PROVIDE HOSE BIBB WITH NONAREMOVABLE BACK FLOW PREVENTEDA DWELLING. NOTES 1.CONTROL VALVER FOR SHOWER(TUBA SHOWER SHALL BE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE 2.MAX. FLOW RATE WC. = 1.28 GPM. SHOWER HEAD =1.8 GPM 3.USE 2A15 A FEET WHEN STUCCO IS APPLIED OVER PLYWOOD SHOWERS SHALL BE FINISHED 72A ABOVE DRAIN WI SURFACE MATERIAL NOT ADVERSELY EFFECTED BY MOISTURE 4.WATER HEATER WILL HAVE AN RA16 BLANKET OR BE RA TED FOR RA16 5.WATER HEATER MUST HAVE A PRESSURE AND A TEMPERATURE RELIEF VALVE PLUMBED TO THE OUTSIDE OF THE BUILDING 6.12A MIN. ACCESS PANEL IS REQUIRED FOR THE BATHTUB TRAP SLIP JOINT. 7.CLEANOUT IN UNDERFLOOR PIPING SHALL BE EXTENDED TO OR ABOVE THE FLOOR OR EXTENDED TO THE EXTERIOR OF THE BUILDING UNLESS: AN 18A X30A CLEARANCE IS PROVIDED FROM THE MEANS OF ACCESS. IN ADDTION, NO CLEAN OUT SHALL BE MORE THAN 20'A0A FROM THE ACCESS OPENING. 8.SHOWER AND BATHTUB DOORS AND THE ENCLOSURES TEMPERED GLASS 1.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF A.S. T.M. AA615 GRADE 60 FOR BARS LARGER THAN A4, GR.40 FOR A4 OR SMALLER. WELDED WIRE FABRIC SHALL CONFORM TO A.S. T.M. AA82 AND AA185 . LAP 12 INCHES MINIMUM. DEL TAILING,FABRICA T/ON AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE 2.LATEST EDITION OF A.G.I. MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE 3.STRUCTURES. MINIMUM COVER FORCAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: 4.A. POURED AGAIN EARTH 3 INCHES B. POURED AGAIN FORM BELOW GRADE 2 INCHES C. FORMED SLABS 3/4 INCHES D. SLAB ON GRADE, TOP COVER 1 INCHES E. COLUMN AND BEAM MAIN BARS 1A1/2 INCHES F. WALLS EXPOSED TO WEATHER A 6 AND LARGER 2 INCHES A 5 AND SMALLER 1A1/2 INCHES 5.BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY AFFECT BOND. 6.ALL BEND SHALL BE MADE COLD. 7.LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED. ALL REINFORCING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWNS ETC. SHALL BE SECURED IN 8.PLACE PRIOR TO PLACEMENT OF CONCRETE. CODE REQUIRED INSPECTIONS BY JUR/STD/CT/ON AUTHORITY SHALL BE MADE AN SIGNED A. OFF PRIOR TO PLACEMENT OF CONCRETE. 1.A SOIL REPORT FOR THE SITE IS RECOMMENDED. IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSI. 2.FOUNDATION DESIGN IS BASED ON NONAEXPANSIVE SOIL. IF FOUND THAT SOIL EXPANSIVE SO THAT FOOTINGS ARE REDESIGNED PRIOR TO POURING OF CONCRETE FOUNDATIONS. 3.EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FOUNDATION WITH SIGNIFICANT SETTLEMENT, SEVERE CRACKING OR ANY INDICATION OF STRUCTURAL FAILURE OR DISTRESS OR DEFECT. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT IS COMPLETE. 5.THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 6.TREATED LUMBER CONFORMING TO (CRC) FOR FOUNDATION PLATES AND SILL 7.FOUNDATION PLATES OR SILLS BOLTED WITH 5/8A DIA. X 12A ANCHOR BOLTS W/ 7A MIN. EMBEDMENT AT NOT MORE THAN 4'A0A O.C. ONE BOLT IS REQUIRED WITHIN 12A OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (SEC. 2304.3.4 CBC). 8.FASTENERS SHALL BE HOTA DIPPED INCA COATED GALVANIED STEEL. A.A DILIGENT SEARCH SHALL BE CONDUCTED BY THE GRADING OR GENERAL CONTRACTOR TO LOCATE CESSPOOLS, SEPTIC TANK,... IF FOUND, PROPER ABANDONMENT PROCEDURE SHALL BE CONDUCT AS DIRECTED BY THE SOILS ENGINEER. ABANDONMENT AND/ OR COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY BUILDING DEPARTMENT. 1.IN ALL BEDROOMS, PROVIDE ON OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5. 7 SQ. FT., A MINIMUM CLEAR 24 INCHES HEIGHT AND 20 INCHES WIDTH AN A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR. 2.GLAING ADJACENT TO DOORS, SHALL MEET WITH CRC308.4.2. 3.5.0 SQ. FT. AT GRADE LEVEL. CONCRETE: A.REINFORCING STEEL: ASTM A615, GRADE A60. A4 AND SMALLER, GRADE A40. B.CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. WATERACEMENT RA TIO 0.45 AND CEMENT TYPE V OR PER SOILS REPORT. C.FOR STEM WALLS LONGER THAN 24': PROVIDE A4 VERTICAL BARS A 24A O.C. D.LANDING 3 1/2A CONC W/ 6X6 10X10 MESH.STEEL: 1. SHAPED AND PLATE: ASTM A36A TUBE: ASTM A500, GRADE B. 2. BOLTS: ASTM A307. WOOD: A.FRAMING MEMBERS : DOUGLAS FIR LARCH. B.COLUMNS, BEAMS, HEADERS, AND PLATES : NO 1 MA.STUDS, JOISTS, RAFTERS, BLOCKINGS: NO 2 D.WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE TREATED DOUGLAS FIR. E.FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE CO. OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER ICC APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE. F.COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE R602.3(1), UNLESS OTHERWISE NOTED. EXPOSED TO WEATHER: A.ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER. B.ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED. C.ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE. FRAMING: A.DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING WALLS. B.APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOIST. C.BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES. D.CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY. E.HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE TOLERANCE OF NO MORE THAN 1116A. F.ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. G.ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3AX3AX.22AA STEEL PLATE WASHERS. HORIONTAL PLYWOOD SHEATHING: A. VERTICAL PLYWOOD SHEATHING: (SEE SCHEDULE). EXTERIOR STUCCO NOTES: CRC SECTION R703 : A.STUCCO LA TH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO TOP AND BOTTOM PLATES B.USE 2AA15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD (CRC). 1.SERVICE: PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE@ 3 FEET ABOVE FLOOR. RECEPTACLE/OUTLET: : 1.AT COUNTER SPACE IN KITCHEN AND DINING AREA, RECEPTACLE SHALL BE PROVIDED AS FOLLOWS: RECEPTACLE SHALL BE PROVIDED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24A FROM A RECEPTACLE 2.RECEPTACLES OUTLETS SHALL BE PLACED A12'A0A MAXIMUM AND SHALL BE LOCATED WITH 6'A0A OF DOOR OPENINGS. 3.DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING, WITH BATTERY BACKUP WITHOUT A DISCONNECTING SWITCH, OTHER THAN FOR OVER OVER CURRENT PROTECTION, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERA TED (CRC SEC. R314). 1.THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE F'C = 4,500 PSIA 28 DAYS UNLESS 2.USE TYPE V CEMENT AS REQUIRED AGAINST SULFATE ATTACK. WATER ACEMENT RATIO = 0.45 1.TOTAL DEAD LOAD = 15 PSF ROOF'G MATERIAL = 2 PSF SHEATHING = 2 PSF TRUSSES/ RAFTERS = 2 PSF CEILING JOISTS = 2 PSF DRYWALL = 2 PSF SPRINKER = 0.5 PSF SOLAR = 4 PSF MISCELLANEOUS = 0.5 PSF 2.ROOF LIVE LOAD = 20 PSF 3.CEILING LIVE LOAD = 10 PSF 4.WIND DESIGN DATA: BASIC WIND SPEED =110MPH WIND IMPORTANT FACTOR, I = 1.0 OCCUPANCY CATEGORY = II WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT= 1.21 5.EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR I = 1.0 OCCUPANCY CATEGORY = II MAPPED: Ss = 1.53 S1 = 0.6 SMS = 1.77 SITE CLASS = D SDS = 1.18 SD1 = 0.86 DESIGN BASE SHEAR: CS = 0.171 R (SEISMIC FORCE RESIST SYSTEM) = 6.5 W = 2.50 PROCEDURE USED ELF Rho (REDUNDANCY FACTOR) = 1.3 1.ROOF SHEATING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 2.ROOF SHEATHING NAILING SHALL BE INSPECTED BEFORE COVERING. 3.PLYWOOD ROOF SHEATHING EXPOSED ON THE UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. 4.OCCUPANCY BUILDING REQUIRE CLASS ABA OR BETTER ROOFING. AS AMENDED BY THE CITY. 5.IF ASPHALT (COMPOSITION) SHINGLES ARE PROPOSED, INDICATE THE FOLLOWING: TWO LAYERS OF TYPE 15 FELTS APPLIED SHINGLE FASHION WITH 1AA LAPS ARE REQUIRED FOR ROOF WITH A SLOPE FROM 2:12 TO LESS THAN 4: 12 (NOTE THAT ONE LAYER OF TYPE 30 IS NOT AN ACCEPTABLE ALTERNATIVE). ONE LAYER OF TYPE 15 IS LESS THAN 2:12M, SHINGLES MAY NOT BE USED. ACCEPTABLE FASTENERS INCLUDE 12 GA. CORROSION RESISTANT NAILS W/ 3/8A HEAD OR 16 GA. APPROVED CORROSION RESISTANT STAPLES WITH 15/1 6A CROWN WIDTH . FASTENERS REQUIRE SUFFICIENT LENGTH TO PENETRATE 3/4A INTO THE SHEATHING OR THROUGH THE SHEATHING WHICHEVER IS LESS. FOR FASTERNERS PER 36A40A STRIP AND 2 PER AA18A SHINGLE ARE REQUIRED. VALLEY FLASHING SHALL BE NOT LESS THAN NO. 28 GALVANIED SHEET GAUGE CORROSION AT LEAST 4 INCHES. WOVEN ASPHALT SHINGLES APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION ARE AN ACCEPTABLE ALTERNATIVE. IN EACH CASE, AND ADDITIONAL 36A WIDE TYPE 15 FELT IS REQUIRED UNDER THE VALLEY. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION Roof 1 Blocking between ceiling joists or rafters to top plate 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131: nails Toe nail 2 Ceiling joists to top plate 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131: nails Per joist, toe nail 3 Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R802.5.2) 4-10d box (3" x 0.128"); or 3-16d common (3 1 2" x 0.162"); or 4-3" x 0.131" nails Face nail 4 Ceiling joist attached to parallel rafter (heel joint) (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail 5 Collar tie to rafter, face nail or 1 1 4 "x20 ga. ridge strap to rafter 4-10d box (3" x 0.128"); or 3-10d common (3" x 0.148"); or 4-3" x 0.131" nails Face nail to each rafter 6 Rafter or roof truss to plate 3-16d box nails (3 1 2 "x0.135"); or 3-10d common nails (3"x0.148"); 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails 2 toe nails on one side and 1 toe nail on opposite side of each rafter or truss 7 Roof rafter to ridge, valley or hip rafters or roof rafter to minimum 2" ridge beam 4-16d (3 1 2 "x0.135"); or 3-10d common (3" x 0.148"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails Toe nail 3-16d box (3 1 2 "x0.135"); or 2-16d common (31 2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails End nail Wall 8 Stud to stud (not at braced wall panels) 16d common (3 1 2"x 0.162")24" o.c. face nail 10d box (3" x 0.128"); or 3"x 0.131" nails 16" o.c. face nail 9 Stud to stud and abutting studs at intersecting wall coners (at braced wall panels) 16d box (3 1 2 " x 0.135"); or 3"x 0.131" nails 12" o.c. face nail 16d common (3 1 2"x 0.162")16" o.c. face nail 10 Built-up header (2" to 2" header with 1 2" spacer) 16d common (3 1 2"x 0.162")16" o.c. each edge face nail 16d box (3 1 2 " x 0.135")12" o.c. each edge face nail 11 Continuous header to stud 5-8d box (2 1 2"x0.113"); or 4-8d common (2 1 2"x0.113"); or 4-10d box (3"x0.128") Toe nail 12 Top plate to top plate 16d common (3 1 2"x 0.162")16" o.c. face nail 10d box (3" x 0.128"); or 3"x 0.131" nails 12" o.c. face nail 13 Double top plate splice 8-16d common (3 1 2"x 0.162"); or 12-16d box (3 1 2"x 0.135"); or 12-10d box (3"x 0.128"); or 12-3" x 0.131" nails Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION 14 Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d common (3 1 2" x 0.162")16" o.c. face nail 16d box (3 1 2 " x 0.135"); or 3"x 0.131" nails 12" o.c. face nail 15 Bottom plate to joist, rim joist, band joist or blocking (at braced wall panels) 3-16d box (3 1 2 "x0.135"); or 2-16d common (3 1 2 " x 0.162"); or 4-3" x 0.131" nails 3 each 16" o.c. face nail 2 each 16" o.c. face nail 4 each 16" o.c. face nail 16 Top or bottom plate to stud 4-8d box (2 1 2" x 0.113"); or 3-16d box (3 1 2" x 0.135"); or 4-8d common (2 1 2" x 0.113"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131: nails Toe nail 3-16d box (31 2" x 0.135"); or 2-16d common (3 1 2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails End nail 17 Top plate, laps at corners and intersections 3-10d box (3" x 0.128"); or 2-16d common (31 2" x 0.162"); or 3-3" x 0.131" nails Face nail 18 1" brace to each stud and plate 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 2-10d box (3" x 0.128"); or 2 staples 13 4 " Face nail 19 1" x 6" sheathing to each bearing 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 2-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13 4" long Face nail 20 1" x 8" and wider sheathing to each bearing 3-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3 staples, 1" crown, 16 ga., 13 4" long Face nail Wider than 1"x8" 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 4 staples, 1" crown, 16 ga., 13 4" long Floor 21 Joist to sill, top plate or girder 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails Toe nail 22 Rim joist, band joist or blocking to sill or top plate (roof applications also) 8d box (2 1 2 " x 0.113")4" o.c. toe nail 8d common (21 2"x 0.131"); or 10d box (3" x 0.128"); or 3" x 0.131" nails 6" o.c. toe nail 23 1" x 6" subfloor or less to each joist 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13 4" long Face nail 24 2" subfloor to joist or girder 3-16d box (3 1 2 " x 0.135"); or 2-16d common (3 1 2 " x 0.162")Blind and face nail 25 2" planks (plank & beam - floor & roof) 3-16d box (3 1 2"x0.135"); or 2-16d common (3 1 2"x0.162")At each bearing, face nail 26 Band or rim joist to joist 3-16d common (3 1 2"x 0.162") 4-10 box (3" x 0.128"), or 4-3" x 0.131" nails; or 4-3" x 14 ga. staples, 7 16" crown End nail 27 Built-up girders and beams, 2-inch lumber layers 20d common (4" x 0.192"); or Nail each layer as follows: 32" o.c. at top and bottom and staggered. 10d box (3"x 0.128"); or 3" x 0.131" nails 24" o.c. face nail at top and bottom staggered on opposite sides And: 2-20d common (4" x 0.192"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails Face nail at ends and at each splice 28 Ledger strip supporting joists or rafters 4-16d box (3 1 2" x 0.135"); or 3-16d common (31 2" x 0.162"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails At each joist or rafter, face nail 29 Bridging or blocking to joist 2-10d box (3" x 0.128"); or 2-8d common (2 1 2" x 0.131"); or 2-3" x 0.131" nails Each end, toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING OF FASTENERS Edges (inches)h Intermedlate supportsc,e (Inches) Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 30 3 8 " - 1 2 " 6d common (2" x 0.113"), nail (subfloor, wall)i 8d common (21 2" x 0.131") nail (roof); or RSRS- 01 (23 8" x 0.113") nail (roof)i 6 12f 31 19 32 " - 1" 8d common (21 2" x 0.131"); or RSRS- 01; (23 8" x 0.113") nail (roof)i 6 12f 32 1 1 8 " - 1 1 4 " 10d common (3" x 0.148") nail; or 8d (21 2" x 0.131") deformed nail 6 12 Other wall sheathingg 33 1 2" structural cellulosic fiberboard sheathing 11 2" galvanized roofing nail, 7 16" head diameter, or 11 4" long 16 ga. staple with 7 16" or 1" crown 3 6 34 25 32" structural cellulosic fiberboard sheathing 13 4" galvanized roofing nail, 7 16" head diameter, or 1 1 2 " long 16 ga. staple with 7 16" or 1" crown 3 6 35 1 2 " gypsum sheathingd 11 2" galvanized roofing nail, staple galvanized, 1 1 2" long; 1 1 4" screws, Type W or S 7 7 36 5 8 " gypsum sheathingd 1 3 4" galvanized roofing nail, staple galvanized, 1 5 8" long; 1 5 8 " screws, Type W or S 7 7 Wood structural panels, combination, subfloor underlayment to framing 37 3 4" and less 6d deformed (2" x 0.120") nail; or 8d common (2 1 2" x 0.131") nail 6 12 38 7 8" - 1" 8d common (2 1 2" x 0.131") nail; or 8d deformed (2 1 2" x 0.120") nail 6 12 39 1 1 8" - 1 1 4" 10d common (3" x 0.148") nail; or 8d deformed (2 1 2" x 0.120") nail 6 12 TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1)-continued FASTENING SCHEDULE For S1: 1 inch = 25.4mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa a.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 of 0.192 inch ( 20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 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 at not more than 6 inches on center at all supports where spans are 48 inchs 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 wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where ultimate design wind speed is 130 mph or greater but less than 140 mph. g.Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on floor 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. i.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 nail on the opposite side of of the rafter shall not be required. j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667 GENERAL NOTES FRAMING LUMBER GLULAM/PARALLAM/MICROLAM BEAMS STRUCTURAL AND MISCELLANEOUS STEEL PLUMBING REQUIREMENT REINFORCING STEEL FOUNDATION DOOR & WINDOWS STRUCTURE NOTES: MECHANICAL REQUIREMENT ELECTRICAL REQUIREMENT CONCRETE ROOFING NOTES DESIGN CRITERIA SHEET INDEX S.0 GENERAL NOTES FASTENING SCHEDULE 82 0 N E u c l i d S t , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: JA D U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET EXP: 09/30/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 (E) CONC. SLAB (E) CONC. SLAB (E) FOOTING (E) FOOTING SD1 7 TYP. A 1 2 B (E ) S H E A R W A L L TO B E R E M A I N E D (E) SHEAR WALL TO BE REMAINED (E ) S H E A R W A L L TO B E R E M A I N E D (E) SHEAR WALL TO BE REMAINED (E ) H D R (E ) H D R (E ) H D R (E) HDR (E) HDR (E) R.R.(E) R.R. (E ) R . R . (E) C.J. (E) R.R. (E ) R . R . (E ) R . R . (E ) A 1 2 B (E ) S H E A R W A L L TO B E R E M A I N E D (E) SHEAR WALL TO BE REMAINED (E ) S H E A R W A L L TO B E R E M A I N E D (E) SHEAR WALL TO BE REMAINED SD1 7 TYP. 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 4. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 5. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. 3. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 2. ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUIVALENT. DENOTES SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. X SDX DENOTES DETAIL NUMBER DETAIL SHEET NUMBER DENOTES CALIFORNIA FRAMING X X'-X" 7. CRC CH6 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: 8. BEARING STUD HEIGHTS: DENOTES INDICATES ROOF RAFTERS/ F.J., SEE PLAN FOR SIZE & SPACING. X 6. USE 2X TRIMMER FOR HEADERS LESS THAN 6'-0" AND (2)2X FOR 6'-0" TO 10'-0" LONG SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. 9. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 1/SD1. DENOTES BEARING WALLS, SEE PLAN. DENOTES INDICATES CEILING JOISTS/ F.J., SEE PLAN FOR SIZE & SPACING. 10. REFER TO DETAIL 5/SD1 FOR TYPICAL DIAPHRAGM SHEATHING LAYOUT AND NAILING PATTERN. 11. PROVIDE 2X BLK'G @ CEILING JOIST NOT SUPPORTED LATERALLY BY JOIST. DENOTES POST OR TRIMMER AS NOTES REMOVE WALL FRAMING NOTES -2x4's @ 16" o.c. maximum 14'-0" height -2x6's @ 16" o.c. maximum 20'-0" height -2x4's @ 16" o.c. maximum 10'-0" height -2x6's @ 16" o.c. maximum 16'-0" height SYMBOL LEGEND DENOTES BEAM NUMBER, REFER TO CALCULATIONS. DENOTES FOOTING DENOTES DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) DENOTES PADP2424 NEW WALL FOUNDATION NOTES 1. REFER TO S0 SHEETS FOR MORE INFORMATION. 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 4500 PSI (U.N.O.) 3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY. 2. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. PAD SCHEDULE 82 0 N E u c l i d S t , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: JA D U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET S1.0 JADU FOUDATION PLAN FRAMING PLAN SCALE: PARTIAL FOUDATION PLAN 1/4" = 1'-0" SCALE: PARTIAL ROOF FRAMING PLAN 1/4" = 1'-0" SHEAR PANEL TYPE SHEATHING (8) EDGE NAILING (COMMON) FIELD NAILING (COMMON) (9) ALLOWABLE SHEAR (PLF) SILL PLATE CONNECTION 16D'S SINKER 1/4"ØX6" SDS SCREWS 5/8" Ø A.B. SPC'G 2X FRAMING CLIPS A35'S. LS50'S OR LTP4'S (5), (6) PANEL JOIST A 8 D'S @ 6" O.C. 8 D'S @ 12" O.C. 260 (7) 220 @ 6" O.C.@ 16" O.C.48"@ 24" O.C. B 3/8" APA RATED 8 D'S @ 4" O.C. 8 D'S @ 12" O.C. 380 (7) 320 @ 4" O.C.@ 12" O.C.42"@ 16" O.C. 3/8" APA RATED 8 D'S @ 3" O.C. 8 D'S @ 12" O.C. 490 (7) 410 (10) @ 3" O.C.36"(10) @ 8" O.C. 3/8" APA RATED 8 D'S @ 2" O.C. 8 D'S @ 12" O.C. 640 (7) 530 24" (10) @ 8" O.C. (10) @ 2" O.C. (10) @ 6" O.C. 15/32" APA RATED STRUCTURAL 10 D'S @ 2" O.C. 10 D'S @ 12" O.C.870 18" (10) 2 ROWS STAGG. @3" O.C. (10) @ 5" O.C. (10) @ 8" O.C. (10) @ 6" O.C. (1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASE. (2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. (3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. (4)PERIODIC SPECIAL INSPECTION IS REQUIRED. (5)USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O) (6)USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN. (7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. (8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. (9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. (10)FOR DOUBLE SIDED SHEAR PANELS: a.USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES , & b.USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES & c.SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE SPACING, FOR TYPES , & (II)APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. C D E D E C D E (4) (2) C (4) (2) D (4) (2) E (4) (2) 3/8" APA RATED FRAMING SILL 2X 2X 2X 2X 2X 2X 2X 3X 3X 3X SHEARWALL SCHEDULE 2022 CALIFORNIA BUILDING CODE (1), (3) EXP: 09/30/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 SD1 STRUCTURAL & FOUNDATION DETAILS 82 0 N E u c l i d S t , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: JA D U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET TOP PLATE SPLICE EQ.EQ. EQ.EQ. EQ.EQ. TOTAL STRAP LENGTH PLATE NOTCH AT NON SHEAR WALL D/ 2 M A X . 5"5"3" MAX. 2D MIN. D/ 3 D/ 2 D/ 2 D D/ 3 5" MIN. 9" MAX. 5" MIN. 9" MAX. 2D MIN. D/ 2 D/ 2 D "B" 8" MAX @SHEARWALL "B " 5" MIN. 9" MAX. SHEAR PANEL 1' MIN. 1' MI N . WH E R E RE Q ' D 7" MI N BLOCKING AT EDGE SUPPORT PLYWOOD SHEATHING LAYOUT 1/8" GAP TYPICAL EXTERIOR FOOTING NON BEARING WALL 1/ 2 " M I N . 1/ 2 " M I N . DRILLING / NOTCHING OF THE JOIST D D/ 5 MA X . 1/2" 3D MAX D/ 6 MA X L/3 MIN. D MIN. D/ 4 M A X . 2" M I N 2" M I N EXP: 09/30/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : GREEN BUILDING NOTES G2.0 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. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, 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. Y A/E/GC /OWNER N/A N/A X X X X X X X X X X A/E/GC X X OWNER/GC X A/E/GC X A/E/GC X GC X GC X GC X GC X GC X X X GC FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : 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. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) GREEN BUILDING NOTES G3.0 X A/E/GC X X A/E/GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC X GC FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 T24.1 JADU TITLE 24 82 0 N E u c l i d S t , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: JA D U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET 01/31/2025 PLAN CHECK1 EXP: 09/30/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 T24.2 TITLE 24 CONT. 82 0 N E u c l i d S t , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: JA D U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET 01/31/2025 PLAN CHECK1 EXP: 09/30/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 B A O P H A M D E S I G N O F F I C E LICENSED ARCHITECT STATEOF C ALIFORNIA C-39025 REN. 08/31/25 BAO PHAM ARCHITECT OF RECORD: BAO PHAM, RA 1310 N HAR BOR BLV D. SA NTA A NA CA 92703 | bao@bpd o-ar chit e cts.co m | 714 . 4 5 7.0436 JA D U C O N V E R S I O N 1 ISSUANCE Designed plans and specifications represented by these drawings are properties of BPDO and were developed for use in connection with each particular project. None of these plans and ideas shall be used, duplicated, disclosed, in part or in whole, without written permission of BPDO. 82 0 N E U C L I D S T ., SA N T A A N A , C A 9 2 7 0 3 2024.07.30 CYCLE 1 PLN SUBMITTAL 2024.10.14 CYCLE 2 PLN SUBMITTAL 2024.12.10 CYCLE 1 BLDG SUBMITTAL 82 0 N . E U C L I D S T , U N I T 1 SA N T A A N A , C A 9 2 7 0 3 MA I N R E S I D E N C E : JA D U : RESIDENTIAL REFERENCES G4.0 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall December 10, 2024 Also sent via email to: bao@bpdo-architects.com Bao Pham BPDO Architects 1310 N. Harbor Blvd. Santa Ana, CA 92703 Subject: Address Assignment for Property located at 820 North Euclid Street and (APN: 099-203-48) in Santa Ana, CA Dear Bao Pham, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a proposed Junior Accessory Dwelling Unit (ADU) located at 820 North Euclid Street (APN: 099-203-48). In addition, the existing single-family residence (SFR) and attached ADU will need to be readdressed as part of this project. Notice is hereby given that the following assigned addresses shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Addresses to be Activated/Posted Address to be Deactivated/Removed 820 N. Euclid Street (Site Address) 1. 820 ½ N. Euclid Street (Existing Attached ADU Address to be Changed to Unit 3) 820 N. Euclid Street, Unit 1 (Proposed JADU Address) 820 N. Euclid Street, Unit 2 (Existing SFR Address) 820 N. Euclid Street, Unit 3 (Existing Attached ADU Address) To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(s) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2708 or by email at MKilroy@santa-ana.org. Sincerely, Matthew Kilroy Assistant Planner I FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 Address Letter for 820 North Euclid Street Page 2 of 3 Exhibit A – Address Plan c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office GIS SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Arellano, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Sergio Verino, Code Enforcement Principal FLOOD ZONE- 820 N Euclid St Unit #15/8/2025 Address Letter for 820 North Euclid Street Page 3 of 3 Exhibit A – Address Plan 1.820 North Euclid Street, Unit #1 (New JADU Address) 2.820 North Euclid Street, Unit #2 (Existing SFR Address) 3.820 North Euclid Street, Unit #3 (Existing Attached ADU Address) FLOOD ZONE- 820 N Euclid St Unit #15/8/2025