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Home My WebLink AboutHISTORIC DISTRICT - 2431 N Bonnie Brae - PlanKITCHEN REMODEL COUNTY OF ORANGE PROJECT SCOPE PROPERTY INFORMATION VICINITY MAP COVER SHEET SHEET: NORTH AERMIAL MAP A101 DATE: SCALE: JOB NUMBER: as noted 6/2/2025 25-1021 # DESCRIPTION DATE STATE OF CALIFORNIA 2431 BONNIE BRAE, SANTA ANA, CA, 92706 HOME OWNER OWNER: ALLISON AND DAVID LEVY PHONE: (312) 613-3224 EMAIL: THOOMIN@GMAIL.COM ABTANNEN@GMAIL.COM ENGINEER: JRS ENGINEERING & DESIGN 3325 E 4TH STREET LONG BEACH,CA, 90814 PHONE: 652-850-1223 JEFF@JRSENGINEERINGDESIGN.COM 3325 E 4TH STREET LONG BEACH, CA, 90814 JRSENGINEERINGDESIGN.COM 562-850-1223 SHEET LIST SDC INFORMATION CA LICENSE NAME: JEFFREY SCHAEFER DISCIPLINE: CIVIL ENGINEER CA LICENSE NO: C-91734 RENEWAL DATE: Dec 31, 2026 JEFF@JRSENGINEERINGDESIGN.COM 2431 BONNIE BRAE, SANTA ANA, CA, 92706 A101 COVER SHEET A102 SITE PLAN A104 EXISTING 2ND FLOOR PLAN A105 PROPOSED FLOOR PLAN SOIL BEARING CAPACITY SDC SITE CLASS IMPORTANCE FACTOR Ss S1 1500 PSF D D II, STANDARD 1.52 0.53 1. REMODEL THE EXISTING KITCHEN 2. REMOVE A LOAD-BEARING WALL AND REPLACE WITH A NEW CEILING/ROOF BEAM NOTES APPLICABLE CODES ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS 1.1. 2022 CALIFORNIA BUILDING CODE (CBC) 1.2. 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 1.3. 2022 CALIFORNIA PLUMBING CODE (CPC) 1.4. 2022 CALIFORNIA MECHANICAL CODE (CMC) 1.5. 2022 CALIFORNIA BUILDING CODE (CBC) 1.6. 2022 CALIFORNIA ELECTRICAL CODE (CEC) 1.7. 2022 CALIFORNIA ENERGY CODE (CENC) 1.8. CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 1.9. CITY OF SANTA ANA MUNICIPAL CODE 1. WORK PERFORMED SHALL COMPLY WITH THE CURRENT APPLICABLE CODES. SEE TABLE: 1.1. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1.2. STANDARD SPECIFICATIONS OF A.S.T.M. 1.3. AMENDMENTS BY THE LOCAL JURISDICTION 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS. NOTES AND DIMENSIONS TAKES PRECEDENCE OVER SCALING OF THE DRAWING. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO PROJECT OWNER AND DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. 3. TYPICAL DETAILS AND SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT OTHERWISE SHOWN. 4. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER IN WRITING FOR INTERPRETATION OR CLARIFICATION 6. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS PER CALIFORNIA GREEN BUILDING STANDARDS (CGBS) SECTION 4.504.2 6.1. PAINT, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS 6.2. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS 6.3. DOCUMENTATION SHALL BE PROVIDED TO VERIFY COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED 6.4. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS 6.5. 80% OF FLOOR AREA CONTAINING RESILIENT FLOORING SHALL COMPLY WITH VOC EMISSION LIMITS PER THE COLLABORATIVE FOR HIGH-PERFORMANCE SCHOOLS (CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM 6.6. PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS 7. PRE-CONSTRUCTION MEETING TO BE SCHEDULED WITH INSPECTION PRIOR TO ANY WORK DONE 8. THE ADU SF / SFD RATIO IS FOR PARK AND 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 A106 MEP PLAN S101 ROOF FRAMING PLAN S102 FOUNDATION PLAN S103 WALL FRAMING PLAN S104 STRUCTURAL DETAILS T101 TITLE 24 ENERGY CALCULATIONS T102 CALIFORNIA GREEN MANDATORY MEASURES T103 CALIFORNIA GREEN MANDATORY MEASURES ADDRESS 2431 BONNIE BRAE, SANTA ANA, CA, 92706 CONSTRUCTION TYPE V-B AIN 002-121-11 PROPERTY BOUNDARY POTTS, BORDEN & SIDWELL TR LOT 3 POR 75 BY DESCRIPTION BY 164.75 FT IN LOT TR 571 LOT AREA (SF)12,375 SQ FT ZONING R-1 OCCUPANCY TYPE R3/U STORIES MAIN - 2 (E) MAIN DWELL 3,000 SF (E) GARAGE 360 SF FLOOR AREA RATIO (FAR)25.6% FIRE SPRINKLERS IN MAIN?NONE EXISTING METHANE MITIGATION ZONE NO LIQUEFACTION ZONE NO FEMA FLOOD ZONE ZONE X (LOW RISK FLOOD ZONE) A107 EXISTING EXTERIOR ELEVATIONS A108 PROPOSED EXTERIOR ELEVATIONS T104 TITLE 24 SFR MANDATORY MEASURES 2431 BONNIE BRAE, SANTA ANA A103 EXISTING 1ST FLOOR PLAN GENERAL INFORMATION 1. WORK PERFORMED SHALL COMPLY WITH THE CURRENT APPLICABLE CODES. SEE TABLE: 1.1. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1.2. STANDARD SPECIFICATIONS OF A.S.T.M. 1.3. AMENDMENTS BY THE LOCAL JURISDICTION 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS. NOTES AND DIMENSIONS TAKES PRECEDENCE OVER SCALING OF THE DRAWING. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO PROJECT OWNER AND DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. 3. TYPICAL DETAILS AND SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT OTHERWISE SHOWN. 4. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER IN WRITING FOR INTERPRETATION OR CLARIFICATION. PROPERTY INFORMATION SITE WORK 1. FINISH GRADE FROM ANY FOUNDATION FACE SHALL FALL NOT FEWER THAN 6 INCHES WITHIN THE FIRST 10 FEET. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT LESS THAN 2% AWAY FROM THE BUILDING. 2. CONTRACTOR TO VERIFY EXISTING UTILITY LINES BEFORE TRENCHING 3. TOTAL NEW IMPERVIOUS SQUARE FOOTAGE IS LESS THAN 500-SF THEREFORE NO BMPS FOR WATER RUNOFF (I.E. RAIN BARRELS, PLANTER, ETC.) N SITE PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/8" = 1'-0" A102 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 ADDRESS 2431 BONNIE BRAE, SANTA ANA, CA, 92706 CONSTRUCTION TYPE V-B AIN 002-121-11 PROPERTY BOUNDARY POTTS, BORDEN & SIDWELL TR LOT 3 POR 75 BY DESCRIPTION BY 164.75 FT IN LOT TR 571 LOT AREA (SF)12,375 SQ FT ZONING R-1 OCCUPANCY TYPE R3/U STORIES MAIN - 2 (E) MAIN DWELL 3,000 SF (E) GARAGE 360 SF FLOOR AREA RATIO (FAR)25.6% FIRE SPRINKLERS IN MAIN?NONE EXISTING METHANE MITIGATION ZONE NO LIQUEFACTION ZONE NO FEMA FLOOD ZONE ZONE X (LOW RISK FLOOD ZONE) PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 75' 16 5 ' BONNIE BRAE FEMA FLOOD MAP 35 ' 43 ' - 6 " 16 ' 20 ' EXISTING MAIN DWELLING (3000 SF) EXISTING GARAGE (360 SF) NOT IN PROJECT SCOPE 4'-6"14' 50 ' - 6 " FLOOR PLAN UP A B C 1 2 3 16 ' - 6 " 14 ' - 7 " 43 ' - 6 " 11 ' - 2 " 6'-0"12'-0"26'-0" 3' - 0 " 40 ' - 6 " 4 D 12'-6" 16'-10"27'-1"12'-7" EXISTING 1ST FLOOR PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" A103 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 BEDROOM BEDROOM BATH ROOM BATH ROOM DINING ROOM LIVING ROOM FAMILY ROOM INFORMAL DINING ROOM KITCHEN LAUNDRY DOWN DW FIREPLACE N REMOVE INTERIOR WALL (NON-LOAD BEARING. NOT A SHEAR WALL) REMOVE EMBEDDED POST SUPPORTING EXISTING BEAM (REPLACE BEAM WITH LONGER BEAM PER STRUCTURAL) DOWN A B C 1 2 3 43 ' - 6 " 6'-0"12'-0"26'-0" 3' - 0 " 40 ' - 6 " 4 D 12'-6" 16'-10"27'-1"12'-7" EXISTING 2ND FLOOR PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" A104 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 FLOOR PLAN ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC BATH ROOM BEDROOM BEDROOM NO CHANGE TO OCCUR. SHOWN FOR REFERENCE ONLY N 2 60" 80" 1 N/A N/A 1 GLASS / WOOD SOLID CORE PROPOSED FLOOR PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" A105 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 SYMBOL WIDTH HEIGHT QTY TYPE MATERIAL U-FACTOR SHGC DOOR SCHEDULE 1. ALL DOORS AND WINDOWS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION 2. ALL GLAZING WITHIN A DOOR AND WITHIN 24" OF A DOOR SHALL BE TEMPERED AND LABELED AS SUCH 32" 80" 1 POCKET WOOD SOLID CORE N/A N/A N UP A B C 1 2 3 16 ' - 6 " 14 ' - 7 " 43 ' - 6 " 11 ' - 2 " 6'-0"12'-0"26'-0" 3' - 0 " 40 ' - 6 " 4 D 12'-6" 16'-10"27'-1"12'-7" BEDROOM BEDROOM BATH ROOM BATH ROOM DINING ROOM LIVING ROOM FAMILY ROOM INFORMAL DINING ROOM LAUNDRY DOWN DW FIREPLACE 8' 3'-6"4' FR I D G E 3' - 6 " 5' 2 3 1 FLIP DOOR SWING OF EXISTING DOOR FRENCH POCKET WALL OVEN FULL HEIGHT CABINETS 3 26" 80" 1 FOLDING WOOD SOLID CORE N/A N/A NOTE: NO WINDOWS OR EXTERIOR DOORS TO BE MODIFIED OR ALTERED F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" North ElevationWest Elevation East Elevation South Elevation 1234 1 2 3 4 F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" A B C D F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" ABCD F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" EXISTING EXTERIOR ELEVATIONS KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 3/16" = 1'-0" A107 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814NO CHANGE NO CHANGE TO OCCUR. SHOWN FOR REFERENCE ONLY F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" North ElevationWest Elevation East Elevation South Elevation 1234 PROPOSED EXTERIOR ELEVATIONS KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 3/16" = 1'-0" A108 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 1 2 3 4 F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" NO CHANGE A B C D F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" ABCD F.F. 1ST 0' - 0" TOP ROOF 20' - 4" CLG 1ST 8' - 0" NO CHANGE TO OCCUR. SHOWN FOR REFERENCE ONLY A B C 1 2 3 4 D ROOF FRAMING PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" S101 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 N (E) RIDGE BOARD OUTLINE OF FIRST FLOOR WALLS OUTLINE OF SECOND FLOOR WALLS (E) 2X8 RR @ 24" O.C. TO REMAIN (E) 2X8 RR @ 24" O.C. TO REMAIN (E) 2X8 RR @ 24" O.C. TO REMAIN (E ) R I D G E B O A R D (E) 2X8 RR @ 24" O.C. TO REMAIN (E ) 2 X 8 R R @ 2 4 " O. C . T O R E M A I N (E ) 2 X 8 R R @ 2 4 " O. C . T O R E M A I N (E ) 2 X 8 R R @ 2 4 " O. C . T O R E M A I N (E ) 2 X 8 R R @ 2 4 " O. C . T O R E M A I N (E ) R I D G E B O A R D (E) ROOF BEAM TO REMAIN (E ) 2 X 8 R R @ 2 4 " O. C . T O R E M A I N (E) RIDGE BOARD OUTLINE OF SECOND FLOOR WALLS (E) 5.25X14 2.2E PSL 2ND FLOOR BEAM (E) 6X12 2ND FLOOR BEAM (E) 6X12 2ND FLOOR BEAM (E ) 5 . 2 5 X 1 1 . 2 5 P S L 2 N D F L O O R / B E A M (E) 6X12 2ND FLOOR BEAM (E ) 5 . 2 5 X 1 1 . 2 5 P S L 2 N D F L O O R / B E A M (E) 6X12 2ND FLOOR BEAM(E) 6X12 2ND FLOOR BEAM 14 ' - 0 " STRUCTURAL ENGINEERING 1. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS. NOTES AND DIMENSIONS TAKES PRECEDENCE OVER SCALING OF THE DRAWING. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO PROJECT OWNER AND DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS 2. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL DESIGN ENGINEER. APPROVAL BY CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 3. STRUCTURAL DESIGN DOES NOT CONSIDER EFFECTS OF MECHANICAL EQUIPMENT. 4. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. STRUCTURAL DESIGN CRITERIA 1. SOIL BEARING CAPACITY ASSUMED TO BE 1,500 PSF 2. DESIGN VALUES ARE BASED OFF THE FOLLOWING CRITERIA: 2.1. RISK CATEGORY: II 2.2. GROUND FLOOR LIVE LOAD: 40 PSF 2.3. ROOF LIVE LOAD: 20 PSF 2.4. ROOF DEAD LOAD: 15 PSF (19 PSF WHERE SOLAR PANELS) 2.5. FLOOR LIVE LOAD: 30 PSF (BEDROOM AREA) 2.6. FLOOR LIVE LOAD: 40 PSF (OTHER AREAS) 2.7. FLOOR DEAD LOAD: 15 PSF 2.8. GROUND SNOW LOAD: 0 PSF 2.9. BASIC WIND SPEED: 95 MPH 2.10. EXPOSURE CATEGORY: B 2.11. ENCLOSURE CLASSIFICATION: ENCLOSED 2.12. SEISMIC SITE CLASS: D 2.13. SEISMIC DESIGN CATEGORY: D 2.14. RESPONSE MODIFICATION FACTOR: 6.5 2.15. SEISMIC DESIGN COEFFICIENTS: SDS=1.19, SD1=0.82 1 S104 2 S104 3 S104 3 (E ) 2 X 8 F J @ 1 6 " O. C . T O R E M A I N REMOVE EXISTING BEAM / POST AND REPLACE WITH NEW 5.25X11.25 2.2E PSL BEAM. EXISTING FLOOR BEAMS TO BEAR DIRECTLY OVERTOP NEW PSL BEAM. BOTTOM OF BEAM TO ALIGN WITH EXISTING CEILING JOISTS (NO DROP BEAM). EXISTING CEILING FLOOR CAVITY SUFFICIENT DEPTH TO ACCOMMODATE BEAM AND FLUSH CEILING (E) 2X6 CJ @ 16" O.C. TO REMAIN (E) 2X6 CJ @ 16" O.C. TO REMAIN S104 (E) 2X6 CJ @ 16" O.C. TO REMAIN (E ) 2 X 8 F J @ 1 6 " O. C . T O R E M A I N (E) 2X6 CJ @ 16" o.c. (E) 2X6 CJ @ 16" o.c. 601 N. Ross Street, Santa Ana,CA 92701 P.O.Box 4048, Santa Ana,CA 92702-4048 www.ocpublicworks.com 714.667.8888| myOCeServices.ocgov.com Special Inspection Program and Designation of Special Inspectors SPECIAL INSPECTIONS (Only checked items are required) INSPECTION ITEMS SPECIAL INSPECTORS(S) NAME, PHONE NUMBER, REGISTRATION # □Concrete (Design Mix, Form Work, Placement, etc., per table 1705.3) □Erection of Pre-Cast Concrete Members □Bolts Installed in Concrete □Reinforcing Steel and Pre-Stressing Steel Tendons □Structural Welding/Rebar Welding □High-Strength Bolting/Material Verification □Steel Frame Joint Details □All Masonry Construction □Sprayed Fire-Resistive Materials □Shotcrete (Curing Temperature, Design Mix, Placement, Strength etc. per table 1705.3) □Soils (Excavation, Fill, etc. per table 1705.6) □Smoke-Control System □Driven Piles per Table 1705.7 □Cast in Place Piles per Table 1705.8 □Mastic and Intumescent Fire-Resistant Coatings □Exterior Insulation and Finish Systems (EIFS) □Wood for High-Load Diaphragms □Others □Others □Others □Others DECLARATION BY OWNER OR ARCHITECT/ENGINEER OFRECORD: I, the □ Owner □ Engineer or □ Architect of record, declare that the above listed Special Inspector(s) is/are hired by me. _____________________________ _______________________________ _____________________ Print Name Signature Date NON E R E Q U I R E D N/A N/A N/A 300 N. Flower Street, Santa Ana, CA 92703 www.ocpublicworks.com P.O. Box 4048, Santa Ana, CA 92702-4048 Revised 02/2017 P:714.667.8888 I F: 714.667.7575 ocpCustomerCare@ocpw.ocgov.com Structural Observation Program Designation of Structural Observation PROJECT ADDRESS: _______________________________ PERMIT APPL. NO.__________ Description of Work: ____________________________________________________________________ Owner: _______________________ Architect: ________________________ Engineer: _______________ DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature______________________________ Date _________________ Declaration by Engineer or Architect of Record (required if different from the listed Structural Observer) I, the Engineer or Architect of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature______________________________ Date__________________ STRUCTURAL OBSERVATION (Only checked items are required) Firm or individual to be responsible for the Structural Observation: Name: Phone: (562) 850-1223 Calif. Registration: FOUNDATION WALL FRAME DIAPHRAGM Footing, Stem Walls, Piers Concrete Steel Moment Frame Concrete Mat Foundation Masonry Steel Braced Frame Steel Deck Caisson, Piles, Grade Beams Wood Concrete Moment Frame Wood Stepp’g/Retaining Foundation, Hillside Special Anchors Others:Masonry Wall Frame Others: The structure is classified as Occupancy Category III or IV. The Height of the structure is greater then 75 feet (22,860 mm) above the base. The structure is assigned to Seismic Design Category E, is classified as Occupancy Category I or II. 2431 Bonnie Brae, Santa Ana 92706 101125207 Kitchen remodel, includes removal of interior load-bearing wall Jeffrey Schaefer, P.E.Allison and David Levy Jeffrey Schaefer, P.E. NONE REQUIRED C91734 N/A N/A N/A N/A A B C 1 2 3 4 D FOUNDATION PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" S102 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 N OUTLINE OF FIRST FLOOR WALLS 4 S104 EXISTING BASEMENT CONCRETE RETAINING WALL EXISTING BASEMENT CONCRETE RETAINING WALL EXISTING PERIMETER STEM WALL AND FOOTING EXISTING PERIMETER STEM WALL AND FOOTING EXISTING PERIMETER STEM WALL AND FOOTING EXISTING PERIMETER STEM WALL AND FOOTING EXISTING PERIMETER STEM WALL AND FOOTING CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE UNFINISHED BASEMENT (E ) 2 X 6 F J @ 1 6 " O. C . T O R E M A I N (E) 2X6 FJ @ 16" O.C. TO REMAIN (E ) 2 X 6 F J @ 1 6 " O. C . T O R E M A I N (E ) 2 X 6 F J @ 1 6 " O. C . T O R E M A I N (E) 2X6 FJ @ 16" O.C. TO REMAIN (E) 4X6 FB (E) 4X6 FB (E) 4X6 FB (E) 4X6 FB (E ) 4 X 6 F B (E ) 4 X 6 F B 4x8 DF NO.2 TRANSFER FLOOR BEAM TO SUPPORT POST FROM CEILING/ROOF BEAM ABOVE (SEE DETAIL 5/S104) 4X6 POST FROM ABOVE. POST TO CONTINUE TO BEAM. CONNECT USING INVERTED SIMPSON CC46 COLUMN CAP 4 S104 (N)18X18X18 CONCRETE PIER. F'C MIN = 2,500 PSI. REINFORCE WITH (3) #4 REBAR EACH WAY AT BOTTOM OF FOOTING, , REFERENCE POST FOOTING NORTH IN STRUCTURAL CALCULATIONS EXISTING 24"x24" CONCRETE PAD SUPPORTING EXISTING 4X6 POST TO REMAIN (SEE DETAIL 6/S104), REFERENCE POST FOOTING SOUTH IN STRUCTURAL CALCULATIONS WOOD FRAMING 1. ALL STRUCTURAL FRAMING MEMBERS SHALL BE GRADE MARKED DOUGLAS FIR AS FOLLOWS UNLESS NOTED OTHERWISE ON PLANS (MOISTURE 19% MAXIMUM): 1.1. ALL HORIZONTAL FRAMING MEMBERS AND POSTS SHALL BE DF NO.2 1.2. ALL STUDS AND BRACES SHALL BE DF NO.2 2. ALL BOLTS SHALL BE STANDARD MACHINE BOLTS WITH M.I. OR STEEL PLATE WASHERS WHEN HEAD OR NUT BEARS ON WOOD. HOLES FOR BOLTS SHALL DRILLED WITH A BIT 1 32" LARGER THAN THE NOMINAL BOLT DIAMETER. TIGHTEN ALL BOLTS BEFORE PLASTERING 3. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. ANY CUTTING, OR NOTCHING BORING OF WOOD SHALL CONFORM TO THE LOCAL BUILDING CODE 4. UNLESS OTHERWISE NOTED ON PLANS, ALL STRUCTURAL PLYWOOD SHALL BE INTERIOR GRADE PLYWOOD WITH EXTERIOR GLUE. STRUCTURAL I CONFORMING TO PS 1. 5. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR 6. FRAMING ANCHORS, JOIST HANGERS POST CAPS, POST BASES, TIE DOWNS, ETC, SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL HEADER SCHEDULE A 4x6 Douglas Fir No.2 1 - 2x4 Header Size Jack Studs Trimmers 1 Material B 14x8Douglas Fir No.2 A B C 1 2 3 4 D WALL FRAMING PLAN KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" S103 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 N UP 16 ' - 6 " 14 ' - 7 " 43 ' - 6 " 11 ' - 2 " 6'-0"12'-0"26'-0"12'-6" 16'-10"27'-1"12'-7" DOWN 1 - 2x4 B TABLE R602.3(1) FASTENING SCHEDULE ITEM 8 9 DESCRIPTION Stud to stud (not at braced wall panels) Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 10 11 12 Built-up header (2" to 2" header with 1/2" spacer) Continuous header to stud Top plate to top plate 13 14 Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 15 Bottom plate to joist, rim joist, band joist or blocking (at braced wall panel) NUMBER AND TYPE OF FASTENERa, b, c Wall 16d common (3-1/2 16d box (3-1/2 " × 0.162") 10d box (3" × 0.128"); or 3" × 0.131" nails " × 0.135"); or 3" × 0.131" nails 16d common (3-1/2 16d common (3-1/2 16d box (3-1/2 5-8d box (2-1/2 " × 0.162") " × 0.162") " × 0.135") 4-8d common (2-1/2 16d common (3-1/2 " × 0.113"); or 10d box (3" × 0.128"); or 3" × 0.131" nails 8-16d common (3-1/2 12-16d box (3-1/2 16d common (3-1/2 16d box (3-1/2 3" × 0.131" nails 3-16d box (3-1/2 4-8d box (2-1/2 3-16d box (3-1 16 Top or bottom plate to stud 17 18 19 Top plates, laps at corners and intersections 1" brace to each stud and plate 1" × 6" sheathing to each bearing 2-16d common (3-1/2 " × 0.135"); or " × 0.113"); or /2" × 0.135"); or 4-8d common (2-1/2 (3" × 0.128"); or 4-3" × 0.131" nails 3-16d box (3-1/2 2-16d common (3-1/2 nails " × 0.135"); or 3-10d box (3" × 0.128"); or 2-16d common (3-1/2 3-8d box (2-1/2 2-8d common (2-1/2 crown, 16 ga., 1-3/4 3-8d box (2-1/2 20 1" × 8" and wider sheathing to each bearing 3-8d common (2-1/2 crown, 16 ga., 1-3/4 " × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" " × 0.162"); or 3-3" × 0.131" nails " × 0.113"); or 2-8d common (2-1/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples 1-3/4" 3-8d box (2-1/2" × 0.113"); or " × 0.113"); or Wider than 1" × 8" 4-8d box (2-1 " × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples, 1" " long " × 0.131"); or 3-10d box (3" × 0.128"); or 3 staples, 1" "long × 0.128"); or 4 staples, 1" crown, 16 ga., 1-3/4 /2" × 0.113"); or 3-8d common (2-1/2" × 0.131"); or 3-10d box (3" " long 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-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 inches or greater. Face nail Face nail Face nail " × 0.131"); or 4-10d box " × 0.162"); or 4-3" × 0.131" nails " × 0.162"); or " × 0.135"); or 12-10d box (3" × 0.128"); or 12-3" × 0.131" nails " × 0.162") " × 0.135"); or " × 0.131"); or 4-10d box (3" × 0.128") " × 0.162") SPACING & LOCATION 24" o.c. face nail 16" o.c. face nail 12" o.c. face nail 16" o.c. face nail 16" o.c. each edge face nail 12" o.c. each edge face nail Toe nail 16" o.c. face nail 12" o.c. face nail Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) 16" o.c. face nail 12" o.c. face nail 3 each 16" o.c. face nail 2 each 16" o.c. face nail 4 each 16" o.c. face nail Face nail Toe nail End nail Double top plate splice Note: No change to seismic load (no added square footage or change in seismic weight) nor are there any changes to the lateral force resisting system (no new or enlarged wall openings, no removal or change to existing shear walls) (N) 4X6 DF NO.2 POST IN WALL (E) 4X6 DF NO.2 POST IN WALL A A 3 S104 3 S104 1 2 4 3 BEAM TO POST CONNECTION (TYP END) 4X6 Stud column embedded in wall for beam to bear directly atop. Attach beams and column using Simpson column cap (ECCU64 to match beam width). NEW 5.25x11.25 2.2E PSL ceiling beam spanning entire kitchen length Remove existing wall and existing ceiling beam and replace with NEW 5.25x11.25 2.2E PSL ceiling beam spanning entire kitchen length Existing 6x12 Floor beam (2nd floor) to remain Kitchen Below NEW CEILING/FLOOR FLUSH BEAM (E) Floor Cavity (E) Floor Cavity Trim as needed and hang ceiling joists to beam using Simpson joist hangers Existing ceiling joists Existing 2nd floor joists to remain Existing tie strap across floor beams Attach existing beams to new ceiling beam using Simpson CC66 cap STRUCTURAL DETAILS KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 NTS S104 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 1/2" Gypsum flush ceiling Remove existing wall and existing ceiling beam and replace with NEW 5.25x11.25 2.2E PSL ceiling beam spanning entire kitchen length Kitchen Below Attic NEW CEILING/FLOOR FLUSH BEAM Trim as needed and hang ceiling joists to beam using Simpson joist hangers Existing ceiling joists 1/2" Gypsum flush ceiling 2nd floor interior wall over existing beams (separates attic from 2nd floor conditioned space) New 4x6 post using DF No.2 Bottom of post anchored to footing using Simpson Strong Tie post base (CB46) 18 " 18" (3) #4 rebar each way with 3" cover from bot 18x18x18 concrete pier. f'c min = 2,500 psi POST TO FOOTING CONNECTION #4 dowel bars every 16" o.c. each way to tie underpinning to existing slab. Drill into existing floor slab min 6" to grout #4 dowel bars using Simpson SET-3G High-Strength Epoxy Adhesive (ICC-ES ESR-4057) Existing basement floor slab (unconditioned area) 4X6 DF No.2 post from above. Post to continue to beam. 4x6 column post Simpson Strong Tie column cap (ECCU46) Connect using inverted Simpson CC46 column cap 4x8 DF NO.2 transfer floor beam BEAM OVER FLOOR TRANSFER BEAM5 8-FT CEILING 8-FT CEILING WOOD POST TO CONCRETE FOOTING Existing 4x6 post Existing Simpson HDU2 hold down Existing 24"X24" Reinforced concrete square footing placed beneath existing footing. Use min f'c 2,500 psi Existing 5/8" Dia. anchor bolt 18" 24" Existing wall sill plate (anchor bolts into footing not shown) Existing stem wall Existing floor framing 4x full-depth blocking under post (OR post continue to sit on sill plate of footing) 6 TITLE 24 ENERGY COMPLIANCE CALCULATIONS KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 NTS T101 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page1of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 01 Project Name Kitchen Remodel 02 Run Title New Window 03 Project Location 2431 Bonnie Brae 04 05 06 07 08 09 Front Orientation (deg/Cardinal) 180 10 11 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 4 14 Addition Cond. Floor Area (ft2) 0 15 Number of Stories 2 16 Existing Cond. Floor Area (ft2) 3000 17 18 Total Cond. Floor Area (ft2) 3000 19 Glazing Percentage (%) 12.81% 20 21 22 Fuel Type Natural gas 23 01 02 03 GENERAL INFORMATION City Santa Ana, CA Standards Version 2022 Zip code 92706 Software Version CBECC-Res2022.3.1 Climate Zone 8 Building Type Single family Number of Dwelling Units 1 Fenestration Average U-factor 0.32 ADU Bedroom Count n/a ADU Conditioned Floor Area n/a No Dwelling Unit: No COMPLIANCE RESULTS Building Complies with Computer Performance This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. This building incorporates one or more Special Features shown below CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page2of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 ENERGYUSESUMMARY EnergyUse StandardDesignSource Energy(EDR1)(kBtu/ft2-yr) StandardDesignTDVEnergy (EDR2)(kTDV/ft2-yr) ProposedDesignSource Energy(EDR1)(kBtu/ft2-yr) ProposedDesignTDVEnergy (EDR2)(kTDV/ft2-yr)Margin(EDR1) Margin(EDR2) SpaceHeating 0 6.26 0 6.26 0 0 SpaceCooling 0 28.8 0 28.8 0 0 IAQVentilation 0 0 0 0 0 0 WaterHeating 0 14.31 0 14.31 0 0 Self Utilization/Flexibility Credit 0 0 EfficiencyCompliance Total 0 49.37 0 49.37 0 0 Photovoltaics 0 0 Battery 0 Flexibility IndoorLighting 0 6.12 0 6.12 Appl.&Cooking 0 12.99 0 12.99 PlugLoads 0 21.75 0 21.75 OutdoorLighting 0 1.6 0 1.6 TOTALCOMPLIANCE 0 91.83 0 91.83 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page3of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 StandardDesign(kBtu/ft2-yr) ProposedDesign(kBtu/ft2-yr)Margin(kBtu/ft2-yr)MarginPercentage GrossEUI1 12.41 12.41 0 0 NetEUI2 12.41 12.41 0 0 Notes 1.GrossEUIisEnergyUseTotal(notincludingPV)/TotalBuildingArea. 2.NetEUIisEnergyUseTotal(includingPV)/TotalBuildingArea. • • • • BUILDING-FEATURESINFORMATION 01 02 03 04 05 06 07 ProjectName ConditionedFloorArea(ft2)NumberofDwelling Units NumberofBedrooms NumberofZones NumberofVentilation CoolingSystems NumberofWater HeatingSystems KitchenRemodel 3000 1 4 1 0 1 ZONEINFORMATION 01 02 03 04 05 06 07 ZoneName ZoneType HVACSystemName ZoneFloorArea(ft2)Avg.CeilingHeight WaterHeatingSystem1 Status House Conditioned HeatPump 3000 8 DHWSystem ExistingUnchanged 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Cool roof Quality insulation installation (QII) Refrigerant Charge verification required if a refrigerant containing component is altered Duct leakage testing REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. ENERGY USE SUMMARY HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page4of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 OPAQUESURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation GrossArea(ft2)Windowand DoorArea(ft2)Tilt(deg) WallExceptions Status VerifiedExisting Condition ExWallFront House R-13WallStucco 180 Front 452 118.34 90 none Existing No ExWallLeft House R-13WallStucco 270 Left 472 69 90 none Existing No ExWallRight House R-13WallStucco 90 Right 472 81 90 none Existing No ExWallBack House R-13WallStucco 0 Back 452 158.896 90 none Existing No Ceiling(below attic)House R-30Ceiling n/a n/a 1534 n/a n/a Existing No Raised Floor R0 (none)House Raised Crawl R0 n/a n/a 2160 n/a n/a Existing No OPAQUESURFACES-CATHEDRALCEILINGS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Zone Construction AzimuthOrientation Area (ft2) Skylight Area(ft2) RoofRise(x in12) Roof Reflectance Roof Emittance Cool Roof Status Verified Existing Condition Existing Construction Existing VaultN House VaultClg 180 Front 313 0 5 0.2 0.85 Yes Existing No Existing VaultS House VaultClg 0 Back 313 0 5 0.2 0.85 Yes Existing No ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type RoofRise (xin12) Roof Reflectance Roof Emittance Radiant Barrier CoolRoof Status VerifiedExisting Condition Attic AsphaltShingleRoof Ventilated 5 0.1 0.85 No No Existing No 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page5of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 FENESTRATION/GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t(ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGCSource Exterior Shading Status Verified Existing Condition F1 Window ExWall Front Front 180 4 6 3 72 0.3 NFRC 0.23 NFRC BugScreen Existing No F2 Window ExWall Front Front 180 4 4 1 16 0.3 NFRC 0.23 NFRC BugScreen Existing No F3 Window ExWall Front Front 180 1 3.67 2 7.34 0.3 NFRC 0.23 NFRC BugScreen Existing No L1 Window ExWallLeft Left 270 4 3.5 2 28 0.3 NFRC 0.23 NFRC BugScreen Existing No L2 Window ExWallLeft Left 270 4 4 2 32 0.3 NFRC 0.23 NFRC BugScreen Existing No L3 Window ExWallLeft Left 270 3 3 1 9 0.3 NFRC 0.23 NFRC BugScreen Existing No R1 Window ExWallRight Right 90 4 6 1 24 0.3 NFRC 0.23 NFRC BugScreen Existing No R2 Window ExWallRight Right 90 4 3 2 24 0.3 NFRC 0.23 NFRC BugScreen Existing No R3 Window ExWallRight Right 90 4 3 1 12 0.3 NFRC 0.23 NFRC BugScreen Existing No R4 Window ExWallRight Right 90 4 4 1 16 0.3 NFRC 0.23 NFRC BugScreen Existing No R5 Window ExWallRight Right 90 2 2.5 1 5 0.3 NFRC 0.23 NFRC BugScreen Existing No B1 Window ExWallBack Back 0 3 6 4 72 0.3 NFRC 0.23 NFRC BugScreen Existing No B2 Window ExWallBack Back 0 4.92 5.92 1 29.1 3 0.3 NFRC 0.23 NFRC BugScreen Existing No B3 Window ExWallBack Back 0 1.5 5.92 2 17.7 6 0.3 NFRC 0.23 NFRC BugScreen Existing No 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page6of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 FENESTRATION/GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t(ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGCSource Exterior Shading Status Verified Existing Condition PatioDoor Window ExWallBack Back 0 3 6.67 1 20.0 1 0.3 NFRC 0.23 NFRC BugScreen Existing No OPAQUEDOORS 01 02 03 04 05 06 Name SideofBuilding Area(ft2)U-factor Status VerifiedExistingCondition FrontDoor ExWallFront 23 0.2 Existing No BackDoor ExWallBack 20 0.2 Existing No OPAQUESURFACECONSTRUCTIONS 01 02 03 04 05 06 07 08 ConstructionName SurfaceType ConstructionType Framing TotalCavity R-value Interior/Exterior Continuous R-value U-factor AssemblyLayers R-13WallStucco ExteriorWalls WoodFramedWall 2x4@16in.O.C.R-13 None/None 0.101 InsideFinish:GypsumBoard Cavity/Frame:R-13/2x4 ExteriorFinish:3CoatStucco VaultClg CathedralCeilings WoodFramed Ceiling 2x8@24in.O.C.R-30 None/None 0.037 Roofing:LightRoof(AsphaltShingle) RoofDeck:Wood Siding/sheathing/decking Cavity/Frame:R-30/2x8 InsideFinish:GypsumBoard AsphaltShingleRoof AtticRoofs WoodFramed Ceiling 2x4TopChordofRoofTruss @24in.O.C.R-0 None/None 0.644 Roofing:LightRoof(AsphaltShingle) RoofDeck:Wood Siding/sheathing/decking Cavity/Frame:noinsul./2x4TopChrd 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page7of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 OPAQUESURFACECONSTRUCTIONS 01 02 03 04 05 06 07 08 ConstructionName SurfaceType ConstructionType Framing TotalCavity R-value Interior/Exterior Continuous R-value U-factor AssemblyLayers Raised Crawl R0 FloorsOver Crawlspace WoodFramedFloor 2x6@16in.O.C.R-0 None/None 0.22 FloorSurface:Carpeted FloorDeck:Wood Siding/sheathing/decking Cavity/Frame:noinsul./2x6 R-30Ceiling Ceilings(below attic) WoodFramed Ceiling 2x6@16in.O.C.R-30 None/None 0.032 OverCeilingJoists:R-15.7insul. Cavity/Frame:R-14.3/2x6 InsideFinish:GypsumBoard BUILDINGENVELOPE-HERSVERIFICATION 01 02 03 04 05 QualityInsulationInstallation(QII)HighR-valueSprayFoamInsulation BuildingEnvelopeAirLeakage CFM50 CFM50 Required NotRequired N/A n/a n/a WATERHEATINGSYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name SystemType Distribution Type WaterHeater Name Numberof Units SolarHeating System Compact Distribution HERS Verification WaterHeater Name(#)Status Verified Existing Condition ExistingWater Heating System DHWSystem DomesticHot Water(DHW)Standard Tankless 1 n/a None n/a Tankless(1)Existing No 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page8of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 WATERHEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type TankType #of Units TankVol. (gal) Heating Efficiency Type Efficiency Rated InputType Input Ratingor Pilot Tank Insulation R-value (Int/Ext) Standby Lossor Recovery Eff 1stHr. Ratingor FlowRate TankLocation Status Verified Existing Condition Tankless Gas Consumer Instantaneous 1 0 UEF 0.81 Btu/Hr 200000 0 n/a n/a Existing No WATERHEATING-HERSVERIFICATION 01 02 03 04 05 06 07 Name PipeInsulation ParallelPiping CompactDistribution CompactDistribution Type RecirculationControl ShowerDrainWaterHeat Recovery DHWSystem-1/1 NotRequired NotRequired NotRequired None NotRequired NotRequired SPACECONDITIONINGSYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name SystemType HeatingUnit Name Heating Equipment Count CoolingUnit Name Cooling Equipment Count FanName Distribution Name Required Thermostat Type Status Verified Existing Condition ExistingHVAC System HeatPump Heatpump heating cooling HeatPump System1 1 HeatPump System1 1 HVACFan Ducts n/a Existing No 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page9of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 HVAC-HEATPUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name SystemType Numberof Units Heating Cooling Zonally Controlled Compressor Type Heating HERSVerificationEfficiency Type HSPF/HS PF2/COP Cap47 Cap17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER HeatPump System1 CentralsplitHP 1 HSPF2 7.5 36000 36000 EER2SEER2 14.3 11.7 NotZonal Single Speed HeatPumpSystem 1-hers-htpump HVACHEATPUMPS-HERSVERIFICATION 01 02 03 04 05 06 07 08 09 Name VerifiedAirflow AirflowTarget VerifiedEER/EER2 Verified SEER/SEER2 VerifiedRefrigerant Charge Verified HSPF/HSPF2 VerifiedHeating Cap47 VerifiedHeating Cap17 HVAC-DISTRIBUTIONSYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type DesignType DuctIns. R-value Duct Location SurfaceArea BypassDuctDuctLeakage HERS Verification Status Verified Existing Condition Existing Distribution system NewDucts Suppl >=25ft y Retur n Suppl y Retur n Suppl y Retur n Ducts Unconditio nedattic Non- Verified R- 2.1 R-8 Atti c Atti c n/a n/a NoBypass Duct Sealedand Tested Ducts hers dist Existing+ New No Yes 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page10of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 HVACDISTRIBUTION-HERSVERIFICATION 01 02 03 04 05 06 07 08 09 Name DuctLeakage Verification DuctLeakage Target(%) VerifiedDuct Location VerifiedDuct Design BuriedDucts DeeplyBuried Ducts Low-leakageAir Handler LowLeakage DuctsEntirelyin Conditioned Space Ducts-hers-dist Yes 10.0 NotRequired NotRequired NotRequired Creditnottaken NotRequired No HVAC-FANSYSTEMS 01 02 03 04 Name Type FanPower(Watts/CFM)Name HVACFan HVACFan 0.45 HVACFan-hers-fan HVACFANSYSTEMS-HERSVERIFICATION 01 02 03 Name VerifiedFanWattDraw RequiredFanEfficacy(Watts/CFM) HVACFan-hers-fan NotRequired 0 HERSRATERVERIFICATIONOFEXISTINGCONDITIONS OVERHANGSANDFINS-VERIFIEDANDALTERED Thissectiondoesnotapplytothisproject. 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATEOFCOMPLIANCE-RESIDENTIALPERFORMANCECOMPLIANCEMETHOD CF1R-PRF-01-E ProjectName:KitchenRemodel CalculationDate/Time:2025-11-04T12:12:01-08:00 (Page11of11) CalculationDescription:NewWindow InputFileName:2431BonnieBrae.ribd22 RegistrationNumber:RegistrationDate/Time: HERSProvider: CABuildingEnergyEfficiencyStandards-2022ResidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220901 ReportGenerated:2025-11-04 12:12:24 DocumentationAuthorName:DocumentationAuthorSignature: Company:SignatureDate: Address:CEA/HERSCertificationIdentification(Ifapplicable): City/State/Zip:Phone: 1. 2. 3. ResponsibleDesignerName:ResponsibleDesignerSignature: Company:DateSigned: Address:License: City/State/Zip:Phone: Jeffrey Schaefer JRS Engineering & Design 11/04/2025 3325 E 4th Long Beach, CA 80914 5628501223 Jeffrey Schaefer JRS Engineering & Design 11/04/2025 3325 E 4th C91734 Long Beach, CA 80914 5628501223 425-P010331100A-000-000-0000000-0000 11/04/2025 12:13 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title24, Part1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. CALIFORNIA GREEN MANDATORY MEASURES 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/A RESPON. PARTY PARTY PARTY PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A = NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (I.E CONTRACTOR-CTR, INSPECTOR - INSP, ARCHITECT - ARCH) 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. X N/A X N/A X N/A X CTR X N/A X N/A X N/A X N/A X N/A X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR Y N/A RESPON.Y N/A RESPON.Y N/A RESPON. KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 NTS T102 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 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. PARTY PARTY PARTY PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) Y = YES N/A = NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (I.E CONTRACTOR-CTR, INSPECTOR - INSP, ARCHITECT - ARCH) X N/A X N/A X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X CTR X ARCH X ARCH Y N/A RESPON.Y N/A RESPON.Y N/A RESPON.Y N/A RESPON. CALIFORNIA GREEN MANDATORY MEASURES KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 NTS T103 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 TITLE 24 SFR MANDATORY MEASURES 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5:Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a):Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g):Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.8(j):Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * § 150.0(b):Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d):Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). § 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e)Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1:Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * § 150.0(e)3:Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. * § 110.2(a):HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. * § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A:Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * § 150.0(j)2: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7:Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. § 150.0(m)10:Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1:Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B:Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. § 150.0(o)1G:Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. * § 150.0(o)1H&I:Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. * § 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2:Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5:Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. * Lighting: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. * § 150.0(k)1A:Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B:Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1C:Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E:Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(k)1G:Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A:Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B:Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. * § 150.0(k)2A: Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * § 150.0(k)2B: Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k). § 150.0(k)2C:Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2D: Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. § 150.0(k)2E: Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. § 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. § 150.0(k)2K:Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: § 110.10(a)1: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2:Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. § 110.10(e)1:Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2:Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s)Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(t)Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(u)Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(v)Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” *Exceptions may apply. KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 NTS T104 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 PLUMBING 1. WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT 2. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. NEW PLUMBING FIXTURES MUST MEET THE FOLLOWING ENERGY EFFICIENCY FLOW RATES: 2.1. WATER CLOSETS - 1.28 GPF 2.2. SINGLE SHOWERHEADS - 1.8 GPF AT 80 PSI 2.3. MULTIPLE SHOWERHEADS - 1.8 GPF AT 80 PSI FOR ALL COMBINATIONS 2.4. LAVATORY FAUCETS - 1.2 GPM AT 60 PSI 2.5. LAVATORY FAUCETS IN PUBLIC USE AREAS - 0.5 GPM AT 60 PSI 2.6. KITCHEN FAUCETS - 1.8 GPM AT 60 PSI 3. SHOWERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120F. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR MEETING THIS PROVISION 4. AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158 AND 180,670) SEPARATE PLUMBING PERMIT IS REQUIRED. 5. ABS PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT UNLESS PROTECTED BY WATER-BASED SYNTHETIC LATEX PAINTS. (CPC 312.13) 6. UNDERGROUND WATER SUPPLY LINES SHALL HAVE A 14 AWG BLUE TRACER WIRE (METALLIC PIPE EXEMPT). (CPC 604.10.1) 7. PROVIDE ANTI-SIPHON VALVES ON ALL HOSE BIBS. (CPC 603.5.7) MECHANICAL 1. BATHROOM WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SF, ONE-HALF OF WHICH MUST BE ABLE TO BE OPENED. EXCEPTION: A MECHANICAL VENTILATION SYSTEM CAN BE PROVIDED WITH A MINIMUM VENTILATION RATE OF 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION 2. BATHROOM FAN SHALL VENT DIRECTLY OUTSIDE WITH MAX RATING 3.0 SONES 3. EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. EXHAUST FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE 4. PROVIDE BACKDRAFT DAMPERS ON KITCHEN HOOD, DRYER VENT AND ALL EXHAUST FANS 5. MINIMUM 180 CFM KITCHEN HOOD FOR ELECTRICAL STOVE. EXHAUST TO EXTERIOR WITH METAL DUCT WORK. A CEILING OR WALL EXHAUST MAY BE USED THAT PROVIDES 5 AIR CHANGES PER HOUR ELECTRICAL 1. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A 10-YEAR LIFE BATTERY BACKUP. A SMOKE DETECTOR SHALL BE PROVIDED IN EACH SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE PHOTOELECTRIC SMOKE ALARMS 2. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED 3. ALL LIGHTING SHALL BE HIGH EFFICACY LUMINARIES. PROVIDE ONE LIGHT CIRCUIT FOR EACH 500 SF OF LIVING AREA. MINIMUM LIGHTING IS REQUIRED FOR LANDING, STEPS, DECK PER CODE, 1-FOOT CANDLE. 4. ALL 125V, 15A AND 20A RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT 5. ALL BRANCH CIRCUITS THAT SUPPLY 125V, SINGLE PHASE, 15A AND 20A OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER (AFCI) COMBINATION TYPE LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT 6. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20A BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS FROM OTHER ROOMS CONNECTED BUT MAY SERVE MORE THAN ONE BATHROOM. RECEPTACLES SHALL NOT BE INSTALLED DIRECTLY OVER A BATHTUB OR SHOWER. ALL BATHROOM OUTLETS MUST BE GFI PROTECTED. PROVIDE AT LEAST ONE OUTLET WITHIN 36" OF THE OUTSIDE EDGE OF EACH BATHROOM SINK BASIN 7. WALL SPACES 24" AND WIDER SHALL HAVE A RECEPTACLE EVERY 12'0". HALLWAYS OF 10' LENGTH OR MORE REQUIRE AT LEAST ONE RECEPTACLE N MECHANICAL, ELECTRICAL AND PLUMBING PLAN LEGEND SYMBOL DESCRIPTION=SYMBOL DESCRIPTION= = = = = = = = = = = = = = = = = = = = = = = CO S SMOKE ALARM CARBON MONOXIDE ALARM REVISION DESIGNATION N NORTH ARROW S SWITCH OUTLET, AFCI PROTECTED WP WEATHER PROOF OUTLET1 50 CFM EXHAUST FAN WHOLE HOUSE FAN 1. EXTERIOR RECEPTACLES SHALL BE ON AFCI, GFCI, WR, AND W.P. WITH A BUBBLE COVER. WALL SCONCE LIGHT RECESSED CAN LIGHT WALL MOUNTED FIXTURE DIRECTIONAL RECESSED CAN LIGHT UP A B C 1 2 3 4 D KITCHEN REMODEL 2431 BONNIE BRAE SANTA ANA, CA, 92706 25-1021 6/2/2025 1/4" = 1'-0" A106 Jeffrey Schaefer, P.E. (562) 850-1223 License Number - C91734 Expiration Date - Dec 31, 2026 3325 E 4th St. Long Beach, CA 90814 BEDROOM BEDROOM BATH ROOM BATH ROOM DINING ROOM LIVING ROOM FAMILY ROOM LAUNDRY DOWN FIREPLACE 1 2 3 4 NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE S CO S CO S CO 180 CFM EXHAUST HOOD FOR ELECTRIC INDUCTION STOVE. VENT TO OUTSIDE WITH BACKDRAFT LOUVER S S DIMMER SWITCH DIMMER SWITCH 3-way 3-way 3-way 3-way S SWITCH FOR GARBAGE DISPOSAL G/ A F C I G/ A F C I G/AFCI G/AFCI G/AFCI FR I D G E WALL OVEN FULL HEIGHT CABINETS S S S S SMALL (2") LED CAN LIGHTS 240V (HARDWIRE) G/ A F C I DW Structural Calculations Project Address: 2431 Bonnie Brae, Santa Ana CA Building Description: Single Family Dwelling Engineer: Jeffrey Schaefer DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT SUMMARY Project Name: 2431 Bonnie Brae Governing Codes:Building Code: 2022 California Building CodeASCE: ASCE 7-22Steel: AISC 360-16Concrete: ACI 318-19Masonry: TMS 402/602-16 Page 1 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Module Location: Existing Floor Beam Module Level: Roof Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir-Larch No. 2 Member Dimensions: (1) 5.5 in. X 11.5 in. X 11.42 ft Section Adequacy:18.4% Controlling Factor: Bending Stress Y Module Location: Existing Floor Beam 2 Module Level: Roof Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir-Larch No. 2 Member Dimensions: (1) 5.5 in. X 11.5 in. X 9.42 ft Section Adequacy:44.48% Controlling Factor: Bending Stress Y Module Location: New Ceiling/Floor Beam Module Level: Roof Module Type: Floor Beam Material Type: Structural Composite Lumber Weyerhaeuser 2.2E Parallam PSL Member Dimensions: (1) 5.25 in. X 11.25 in. X 16.5 ft Section Adequacy:12.6% Controlling Factor: Bending Stress Y Module Location: Basement Transfer Beam Module Level: Main Floor Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir-Larch No. 2 Member Dimensions: (1) 3.5 in. X 7.25 in. X 3.17 ft Section Adequacy:7.13% Controlling Factor: Bending Stress Y Module Location: Interior Door Header Module Level: Main Floor Module Type: Floor Beam Material Type: Solid Sawn Douglas Fir-Larch No. 2 Member Dimensions: (1) 3.5 in. X 7.25 in. X 10 ft Section Adequacy:89.51% Controlling Factor: Bending Stress Y Module Location: Post Footing North Module Level: Basement Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 1.5 ft. wide X 18 in. tall X 1.5 ft long Section Adequacy:1.6% Controlling Factor: Soil Bearing Pressure Reinforcement: # 4 - Longitudinal: 3 Bars. Transversal: 3 Bars Module Location: Post Footing South Page 2 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Module Level: Basement Module Type: Isolated Footing Material Type: Concrete Member Dimensions: 2 ft. wide X 18 in. tall X 2 ft long Section Adequacy:17.65% Controlling Factor: Soil Bearing Pressure Reinforcement: # 4 - Longitudinal: 4 Bars. Transversal: 4 Bars PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Roof LOADING: LRFD MEMBER NAME: Existing Floor Beam CODE: 2022 California Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No. 2 (1) 5.5 X 11.5 DRY Existing Floor Beam DIAGRAM BEAM PROPERTIES Start (ft): 0 End (ft): 11.417 Member Slope (in): 0/12 Actual Length (ft): 11.417 Area Ix Iy BSW Lams G Kcr (in²) (in⁴) (in⁴) (lbf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 STRENGTH PROPERTIES Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ Base Values 875 425 170 600 625 1300 470 Adjusted Values 1889 918 367 1296 939 1300 703 K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1 1 1 1 1 1 1 Bending Adjustment Factors C fu = 1 C r = 1 BEAM DATA Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11.41667 0 11.41667 0 PASS-FAIL Shear Stress Y (psi) Bending Stress Y (psi) Deflection Y (in) Bearing Stress (psi) PASS/FAIL PASS (64.8%) PASS (18.4%) PASS (77.3%) PASS (71.8%) MAGNITUDE 103.5 1233.3 0.087 264.6 STRENGTH 293.8 1511.3 0.381 (=L/360) 939.4 LOCATION (ft) 11.417 5.708 5.708 0 LOAD COMBO 1.2D+1.6Lr+L 1.2D+1.6Lr+L L 1.2D+1.6Lr+L TIME EFFECT λ 0.8 0.8 0.8 Page 3 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae REACTIONS Units for V: lbf Units for M: lbf-ft DEAD LIVE LIVE ROOF TOTALY axis A 1293 1170 1028 3491 B 1293 1170 1028 3491 Reaction Location A B LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (lbf/ft) Floor Live 205 205 0 11.41667 Live Y Uniform (lbf/ft) Floor Dead 77 77 0 11.41667 Dead Y Uniform (lbf/ft) Roof Dead 135 135 0 11.41667 Dead Y Uniform (lbf/ft) Roof Live 180 180 0 11.41667 RoofLive Y Self Weight (lbf/ft) - 14.43 14.43 0 11.41667 Dead Y Page 4 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae Member Name: Existing Floor Beam PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Roof LOADING: LRFD MEMBER NAME: Existing Floor Beam 2 CODE: 2022 California Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No. 2 (1) 5.5 X 11.5 DRY Existing Floor Beam 2 DIAGRAM BEAM PROPERTIES Start (ft): 0 End (ft): 9.417 Member Slope (in): 0/12 Actual Length (ft): 9.417 Area Ix Iy BSW Lams G Kcr (in²) (in⁴) (in⁴) (lbf/ft) Creep Factor 63.25 697.07 159.44 14.43 1 0.5 1 STRENGTH PROPERTIES Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ Base Values 875 425 170 600 625 1300 470 Adjusted Values 1889 918 367 1296 939 1300 703 K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1 1 1 1 1 1 1 Bending Adjustment Factors C fu = 1 C r = 1 BEAM DATA Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9.41667 0 9.41667 0 PASS-FAIL Shear Stress Y (psi) Bending Stress Y (psi) Deflection Y (in) Bearing Stress (psi) PASS/FAIL PASS (70.9%) PASS (44.5%) PASS (87.2%) PASS (76.8%) MAGNITUDE 85.4 839.0 0.040 218.2 STRENGTH 293.8 1511.3 0.314 (=L/360) 939.4 LOCATION (ft) 0 4.708 4.708 0 LOAD COMBO 1.2D+1.6Lr+L 1.2D+1.6Lr+L L 1.2D+1.6Lr+L TIME EFFECT λ 0.8 0.8 0.8 Page 5 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae REACTIONS Units for V: lbf Units for M: lbf-ft DEAD LIVE LIVE ROOF TOTALY axis A 1066 965 848 2879 B 1066 965 848 2879 Reaction Location A B LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (lbf/ft) Floor Live 205 205 0 9.41667 Live Y Uniform (lbf/ft) Floor Dead 77 77 0 9.41667 Dead Y Uniform (lbf/ft) Roof Dead 135 135 0 9.41667 Dead Y Uniform (lbf/ft) Roof Live 180 180 0 9.41667 RoofLive Y Self Weight (lbf/ft) - 14.43 14.43 0 9.41667 Dead Y Page 6 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae Member Name: Existing Floor Beam 2 PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Roof LOADING: LRFD MEMBER NAME: New Ceiling/Floor Beam CODE: 2022 California Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Weyerhaeuser 2.2E Parallam PSL (1) 5.25 X 11.25 DRY New Ceiling/Floor Beam DIAGRAM BEAM PROPERTIES Start (ft): 0 End (ft): 16.5 Member Slope (in): 0/12 Actual Length (ft): 16.5 Area Ix Iy BSW Lams Cfn Kcr (in²) (in⁴) (in⁴) (lbf/ft) Creep Factor 59.06 622.92 135.66 18.46 1 9 1 STRENGTH PROPERTIES Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ Base Values 2900 2300 290 2900 625 2200 1118.19 Adjusted Values 6261 4968 626 6264 939 2200 1673 K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors C V = 1.01 C r = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values BEAM DATA Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 16.5 0 16.5 0 PASS-FAIL Shear Stress Y (psi) Bending Stress Y (psi) Deflection Y (in) Bearing Stress (psi) PASS/FAIL PASS (67.0%) PASS (12.6%) PASS (33.3%) PASS (56.0%) MAGNITUDE 165.4 4409.3 0.367 413.5 STRENGTH 501.1 5044.9 0.550 (=L/360) 939.4 LOCATION (ft) 16.5 8.085 8.415 16.5 LOAD COMBO 1.2D+1.6L+0.5Lr 1.2D+1.6Lr+L L 1.2D+1.6L+0.5Lr TIME EFFECT λ 0.8 0.8 0.8 REACTIONS Units for V: lbf Units for M: lbf-ft DEAD LIVE LIVE ROOF TOTALY axis A 2226 1494 966 4686 B 2154 2171 910 5235 Reaction Location A B Page 7 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (lbf/ft) Ceiling Dead 104 104 0 16.5 Dead Y Uniform (lbf/ft) Ceiling Live 180 180 8 16.5 Live Y Point (lbf) Beam Live 2135 - 8 - Live Y Point (lbf) Beam Roof Live 1876 - 8 - RoofLive Y Point (lbf) Beam Dead 2359 - 8 - Dead Y Self Weight (lbf/ft) - 18.46 18.46 0 16.5 Dead Y Page 8 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae Member Name: New Ceiling/Floor Beam PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Main Floor LOADING: LRFD MEMBER NAME: Basement Transfer Beam CODE: 2022 California Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No. 2 (1) 3.5 X 7.25 DRY Basement Transfer Beam DIAGRAM BEAM PROPERTIES Start (ft): 0 End (ft): 3.167 Member Slope (in): 0/12 Actual Length (ft): 3.167 Area Ix Iy BSW Lams G Kcr (in²) (in⁴) (in⁴) (lbf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 STRENGTH PROPERTIES Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ Base Values 900 575 180 1350 625 1600 580 Adjusted Values 2526 1490 389 3062 939 1600 868 K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.2 1 1.05 1 1 1 Bending Adjustment Factors C fu = 1 C r = 1 BEAM DATA Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.166667 0 3.166667 0 PASS-FAIL Shear Stress Y (psi) Bending Stress Y (psi) Deflection Y (in) Bearing Stress (psi) PASS/FAIL PASS (21.6%) PASS (7.1%) PASS (87.9%) PASS (58.2%) MAGNITUDE 243.8 1876.8 0.013 392.8 STRENGTH 311.0 2020.8 0.106 (=L/360) 939.4 LOCATION (ft) 3.167 1.995 1.71 3.167 LOAD COMBO 1.2D+1.6L+0.5Lr 1.2D+1.6L+0.5Lr L 1.2D+1.6L+0.5Lr TIME EFFECT λ 0.8 0.8 0.8 Page 9 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae REACTIONS Units for V: lbf Units for M: lbf-ft DEAD LIVE LIVE ROOF TOTALY axis A 803 800 335 1938 B 1370 1371 575 3316 Reaction Location A B LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (lbf) Beam Live 2171 - 2 - Live Y Point (lbf) Beam Roof Live 910 - 2 - RoofLive Y Point (lbf) Beam Dead 2154 - 2 - Dead Y Self Weight (lbf/ft) - 5.79 5.79 0 3.166667 Dead Y Page 10 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae Member Name: Basement Transfer Beam PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Main Floor LOADING: LRFD MEMBER NAME: Interior Door Header CODE: 2022 California Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No. 2 (1) 3.5 X 7.25 DRY Interior Door Header DIAGRAM BEAM PROPERTIES Start (ft): 0 End (ft): 10 Member Slope (in): 0/12 Actual Length (ft): 10 Area Ix Iy BSW Lams G Kcr (in²) (in⁴) (in⁴) (lbf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 STRENGTH PROPERTIES Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ Base Values 900 575 180 1350 625 1600 580 Adjusted Values 2526 1490 389 3062 939 1600 868 K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.2 1 1.05 1 1 1 Bending Adjustment Factors C fu = 1 C r = 1 BEAM DATA Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 10 0 10 0 PASS-FAIL Shear Stress Y (psi) Bending Stress Y (psi) Deflection Y (in) Bearing Stress (psi) PASS/FAIL PASS (95.9%) PASS (89.5%) PASS (92.0%) PASS (97.8%) MAGNITUDE 12.8 212.0 0.040 20.6 STRENGTH 311.0 2020.8 0.500 (=L/240) 939.4 LOCATION (ft) 0 5 5 0 LOAD COMBO 1.2D+1.6L+0.5Lr 1.2D+1.6L+0.5Lr D+L 1.2D+1.6L+0.5Lr TIME EFFECT λ 0.8 0.8 0.8 Page 11 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae REACTIONS Units for V: lbf Units for M: lbf-ft DEAD LIVE TOTALY axis A 94 65 159 B 94 65 159 Reaction Location A B LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (lbf/ft) Ceiling Live 13 13 0 10 Live Y Uniform (lbf/ft) Ceiling Dead 13 13 0 10 Dead Y Self Weight (lbf/ft) - 5.79 5.79 0 10 Dead Y Page 12 2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae Member Name: Interior Door Header PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Basement LOADING: ASD MEMBER NAME: Post Footing North CODE: 2022 California Building Code MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 MATERIAL: Concrete 1.50 (ft) X 1.50 (ft) X 18 (in) Soil Depth TOF : 0 (ft) Bot.(3) #4 Long, (3) #4 Short MATERIAL PROPERTIES FOOTING Width (ft) Length (ft) Depth (in) Volume (ft³) Footing Weight (lbf/ft) 1.5 1.5 18 3.38 489.38 CONCRETE fc' (psi) Ec (psi) Density (lbf/ft³) Agg. Dia.(in) 2500 0 145 0.75 CALCULATION VARIABLES Bo (in) Rankine Coefficient(Kp) 0 3 COLUMN Width (in) length (in) Material Offset X (in) Offset Y (in) 4 4 Wood 0 0 SOIL Bearing Strength(lbf/ft²) Density (lbf/ft³) Cohesion Friction Angle Depth (ft) 1500 110 0 30 0 REBAR Bottom Bar Size # fy (psi) Es (psi) 4 40000 2.9E+07 COVER Top Cover (in) Bottom Cover (in) Side Cover (in) 3 3 3 PASS-FAIL Soil Bearing Pressure (lbf/ft²) Moment X (lbf-ft) Moment Y (lbf-ft) Crushing (psi) PASS/FAIL PASS (1.6%) PASS (97.6%) PASS (97.6%) PASS (90.7%) MAGNITUDE 1475.9 611.5 611.5 4127.5 STRENGTH 1500.0 25519.5 25519.5 44200.0 LOAD COMBO D+0.75L+0.75Lr 1.2D+1.6L+0.5Lr 1.2D+1.6L+0.5Lr 1.2D+1.6L+0.5Lr CALCULATION TYPE ASD LRFD LRFD LRFD LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (lbf) Live 1371 - 0 - Live Z Point (lbf) Dead 1372 - 0 - Dead Z Point (lbf) Roof Live 575 - 0 - RoofLive Z Page 13 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Post Footing North DIAGRAMS Page 14 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Member Name: Post Footing North PASS DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer CUSTOMER: REVIEWED BY: -- PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae -- LEVEL: Basement LOADING: ASD MEMBER NAME: Post Footing South CODE: 2022 California Building Code MEMBER TYPE: ISOLATED FOOTING ACI: ACI 318-19 MATERIAL: Concrete 2.00 (ft) X 2.00 (ft) X 18 (in) Soil Depth TOF : 0 (ft) Bot.(4) #4 Long, (4) #4 Short MATERIAL PROPERTIES FOOTING Width (ft) Length (ft) Depth (in) Volume (ft³) Footing Weight (lbf/ft) 2 2 18 6 870 CONCRETE fc' (psi) Ec (psi) Density (lbf/ft³) Agg. Dia.(in) 2500 0 145 0.75 CALCULATION VARIABLES Bo (in) Rankine Coefficient(Kp) 0 3 COLUMN Width (in) length (in) Material Offset X (in) Offset Y (in) 4 6 Wood 0 0 SOIL Bearing Strength(lbf/ft²) Density (lbf/ft³) Cohesion Friction Angle Depth (ft) 1500 110 0 30 0 REBAR Bottom Bar Size # fy (psi) Es (psi) 4 40000 2.9E+07 COVER Top Cover (in) Bottom Cover (in) Side Cover (in) 3 3 3 PASS-FAIL Soil Bearing Pressure (lbf/ft²) One-Way Shear X (lbf) One-Way Shear Y (lbf) Two-Way Shear (lbf-ft) Moment X (lbf-ft) Moment Y (lbf-ft) Crushing (psi) PASS/FAIL PASS (17.7%) PASS (97.6%) PASS (97.6%) PASS (98.8%) PASS (96.8%) PASS (96.5%) PASS (91.4%) MAGNITUDE 1235.3 624.6 624.6 1853.4 1093.1 1199.7 5710.8 STRENGTH 1500.0 26550.0 26550.0 157122.3 34026.0 34026.0 66300.0 LOAD COMBO D+0.75L+0.75Lr 1.2D+1.6Lr+L 1.2D+1.6Lr+L 1.2D+1.6Lr+L 1.2D+1.6Lr+L 1.2D+1.6Lr+L 1.2D+1.6Lr+L CALCULATION TYPE ASD LRFD LRFD LRFD LRFD LRFD LRFD LOAD LIST Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Point (lbf) Live 1494 - 0 - Live Z Point (lbf) Dead 2226 - 0 - Dead Z Point (lbf) Roof Live 966 - 0 - RoofLive Z Page 15 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Post Footing South DIAGRAMS Page 16 2022 California Building Code ASDPROJECT: 2431 Bonnie Brae Member Name: Post Footing South