The URL can be used to link to this page

Home My WebLink About2622 S Ramona Dr - PlanISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER ADDITIONAL NOTES GEN1-0 ·All kitchen countertop outlets shall be gfci protected. cec 210.8(a)(6) ·12” or wider countertops require an outlet. cec 210.52(c)(1) ·Outlets are required within 24” of any location along the counterto. ·Kitchen outlets must be positioned a maximum 20” above counter top. ·Appliances and sinks break up the countertop run, requiring each side to comply individually. cec 210.52(c). ·The electrical outlet requirements include islands, peninsulas, kitchen desktops, wet bars, and serving bars. a large window across the back of a sink or lack of a back splash does not exempt the countertop from the outlet requirements. these outlets may be in a drop front cabinet face, under cabinet plug strip, pop up or tombstone type receptacle. cec 210.52(c)(2), (3), (4). ·2 – small appliance branch circuits are required for kitchens. the loads shall be balanced and have no other outlets. s. cec 210.52(b)(1), (2). ·Individual dedicated circuits are required for all major appliances. cec 210.11(c)(1) & cec 422.10(a). ·The garbage disposal cord is limited to a range of 18” to 36” long.cec 422.16(b)(1). ·Dishwasher cord 36” to 48” long. romex installed with a plug is not an approved flexible cord. cec 422.16(b)(2). ·Minimum 15 amp circuit for the dishwasher and a 15 amp circuit for the disposal. cec 210.23(a). ·If using a split outlet (2 circuits on the same yolk) for dishwasher/disposal, provide a listed handle tie at the 2 circuit breakers at the panel. cec210.7(b). ·IC (direct contact) and at (air tight) rated cans are required for recessed lighting if installed in an insulated ceiling. for occupancies with a horizontal (floor/ceiling assembly) rated separation, the recessed fixtures shall be protected to the rating of the separation (1 hour) or be listed for the required protection. this generally applies to residential condominium construction where units are above or below other units MECHANICAL ·A ducted residential exhaust hood is required. a metal, smooth interior surface duct required on vent hood or down draft exhaust vent. aluminum flex duct not approved. provide a back draft damper. cmc504.3. ·Minimum 30” vertical clearance to combustibles from cook top surface is required [cmc 921.3.1]. ·Kitchen local exhaust ventilation requires a minimum rate of 100cfm meeting the requirements of ashra 62.2. this includes a maximum sound rating of 3 sone @ 100cfm. PLUMBING ·A gas test is required on piping modifications (10 psi for 15 minutes). a maximum 15 psi gauge is required for the gas test. a lower gas pressure test may be performed when using a recording test gauge per section 1214.3 of the cpc. [cpc 1213.3]. KITCHEN NOTES ·Gas lines that run under a slab shall run through an approved, vented, gas tight conduit. [cpc1210.3.4]. ·An accessible shutoff valve shall be installed outside each appliance and ahead of the union connected thereto and in addition to any valve on the appliance. [cpc 1210.11]. ·Provide maximum 6-ft- long listed gas flexible connector and shut off to freestanding range. [cpc 1212.3.1]. ·A listed air gap is required for the dishwasher drain. [cpc 807.3]. ·The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. [cpc402.4]. ·Bathtub and shower floors and walls above bathtubs with installed shower head and in shower compartments shall be finished with a nonabsorbent surface. such wall surface shall extend to a height of not less than 6' above the floor [ crc r307.2]. ·An approved backwater valve is required for drainage piping serving fixtures located below the elevation of the next upstream manhole cover. fixtures above such elevation shall not discharge through the backwater valve. clean outs for drains that pass through a back water valve shall be clearly identified with a permanent label stating "backwater valve downstream" [cpc 710.1]. ·The smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit cfc 907.2.10.5 ·Smoke alarms shall receive their primary power from the building wiring and shall be equipped with a battery backup cfc 907.2.10.6 ELECTRICAL NOTES 1.- All penetrations into sound rated partitions or floor-ceiling assemblies shall be sealed, lined, or insulated with an approved permanent resilient sealant. 2.- All rigid conduits, ducts, plumbing pipes, and appliance vents located in sound rated assemblies shall be isolated from the building construction by means of resilient sleeves, mounts, or a minimum 1/4" thick approved resilient material. 3.- An approved permanent and resilient acoustical sealant shall be provided along the joint between the floor and the separation walls. 4.- Metal ventilating and conditioned air ducts located in sound rated assemblies shall be lined (exception: ducts serving only exit ways, kitchen cooking facilities, and bathrooms need not be lined). 5.- Mineral fiber insulation shall be installed in joist spaces whenever a plumbing, piping, or duct penetrates a floor-ceiling assembly or where such unit passes through the plane of the floor-ceiling assembly from within a wall. the insulation shall be installed to a point 12" beyond the pipe or duct. this requirement is not applicable to fire sprinkler pipe, gas line or electrical conduit. 6.- Electrical outlet boxes in opposite faces of separation walls shall be separated horizontally by 24" and note that back and sides of boxes shall be sealed with 1/8" resilient sealant and backed by a minimum of 2" thick mineral fiber insulation. 7.- No wall furnace shall be installed in sound rated partitions. 8.- No electrical panel shall be installed in sound rated partitions. 9.- An approved permanent, and resilient acoustical sealant shall be provided along the joint between the floor and the separation walls. ·Per california civil code article 1101.4 and CALGREEN section 301.1, for all building alterations or improvements to a single family residential property, existing plumbing fixtures in the entire house that do not meet compliant flow rates will need to be upgraded. water closets with a flow rate in excess of 1.6 gpf will need to be replaced with water closets with a maximum flow rate of 1.28 gpf. shower heads with a flow rate greater than 2.5 gpm will need to be replaced with a maximum 1.8 gpm shower head. lavatory and kitchen faucets with a flow rate greater than 2.2 gpm will need to be replaced with a faucet with maximum flow rate of 1.2 gpm (or 1.8 gpm for kitchen faucets). ·Bathroom fan shall be energy star compliant, ducted to terminate outside the building, and controlled by a humidistat capable of being adjusted between the relative humidity range of 50 to 80 percent. cgbc 4.506 GREEN BUILDING NOTES SOUND RATED PARTITION WALL NOTES MECHANICAL ELECTRICAL 1.- Receptacle outlets shall be installed in accordance with: a.- At least one outlet accessible at grade level and not more than 6-1/2-ft. above grade shall be installed at the front and back of the dwelling 2.- All new 125-volt, single-phase, 15- and 20-ampere receptacles shall have a ground-fault circuit-interrupter (gfci or gfi ) protection when installed in the following locations: dishwashers & outdoor (weather-resistive, too) 3.- All 120-volt, single-phase 15- and 20-ampere branch circuits supplying new outlets shall be protected by a listed arc-fault circuit interrupter (afci), combination-type, installed to provide protection of the branch circuit when installed in the single-family residence (bathrooms & garages are except)4.- Receptacles, cord connectors, and attachment plugs shall comply with the following : a. all 125-volt, 15- and 20-ampere receptacles in dwellings shall be listed tamper-resistant7.- Exhaust fans with integral lighting system shall be switches separately from lighting system or have a lighting system that can be manually turned on and off while allowing the fan to continue to operate for an extended period of time. a.- Ducts shall not exceed a total combined horizontal length of 14 feet, including two 90 degree elbow unless permitted by the manufacture. b.- Moisture exhaust ducts shall terminate outside the building and shall be equipped with back draft damper. c.- The termination of the exhaust duct shall have a minimum clearance of 3'ft. from openings into the building. Clothes dryers shall conform to the following: SMOKE AND CARBON ALARM a. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics.In dwelling or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. b. Alarms shall be interconnected such that the actuation of one alarm. Shall activate all alarms. c. Approved combined smoke alarms and carbon monoxide alarms shall be acceptable. SMOKE ALARM a. On every occupiable level of a dwelling unit, including basements. b. Alarms shall be interconnected such that the actuation of one alarm shall activate all alarms. c. Approved combined smoke alarms and carbon monoxide alarms shall be acceptable. CARBON MONOXIDE ADDITIONAL NOTES ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER HARDWARE, INCLUDING, BUT NOT LIMITED TO, DOOR LATCHES, HINGES, CABINET HARD- THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL DOOR NUMBER OF COATS), OTHER WALLCOVERINGS, BASE AND CASE, LAMINATES, TILE, ETC. INTERIOR FINISHES INCLUDING FLOOR COVERINGS AND UNDERLAYMENTS, PAINT (INCLUDING SLIDING HARDWARE. THE OWNER SHALL SELECT THE TYPE OF MATERIALS, COLOR AND CABINETS INCLUDING DOOR AND DRAWER LOCATIONS, TYPES OF HINGES, PULLS AND THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE DESIGN OF BUILT-IN CABINETS, MIRRORS, TOWEL BARS AND HOOKS, TOILET PAPER DISPENSER, SOAP DISH LOCATIONS OF ALL BATHROOM SPECIALTIES INCLUDING, BUT NOT LIMITED TO, MEDICINE THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION AND PROPER THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE SELECTION OF ALL KITCHEN (COLOR AND TYPE). THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND HEIGHTS OF ALL LIGHT FIXTURES (THEIR COLOR, TYPE AND FINISH), AND SWITCHPLATED AND OUTLETS THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE SELECTION OF ALL ELECTRICAL MECHANICAL HEATING AND DISTRIBUTION SYSTEM IN COMPLIANCE WITH APPLICABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE THE STREET OR ROAD FRONTING THE PROPERTY. CONTRACTOR SHALL COORDINATE THE PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM APPROVED NUMBERS OR ADDRESSES (PER CITY OF SANTA MONICA) SHALL BE THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL APPROPIATE FAUCETS, TRIM AND DRAINS. THE OWNER SHALL SELECT ALL COLORS, PLUMBING FIXTURES INCLUDING TOILETS, TUB/SHOWER, LAVATORIES, SINKS AND ALL THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL AND SHOWER ENCLOSURE. WARE, ETC. (TYPES AND FINISHES). FINISH FOR CABINETS. M. L. APPLIANCES (COLOR, TYPE AND OPTIONS). OUTLETS, LIGHTING FIXTURES, ETC. WITH THE ARCHITECT. LOCATION WITH THE ARCHITECT. CODES AND REGULATIONS. K. J. I. FINISH AND OPTIONS. G. H. F. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWINGS SCALE OR PROPORTION. WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OMISSIONS FROM THE DRAWINGS AND SPECIFICATION OR THE MISDESCRIPTION OF THE UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE DESIGNER'S ATTENCTION ANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREP- ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR FOR CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES; AND (D) ALL CALIFORNIA REGULATIONS AND ORDINANCES OF ALL LOCAL GOVERNING AGENCIES; (C) ANY SPECIAL I.C.C. WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; (B) ALL OF THE INTERNATIONAL BUILDING CODE AND ALL RELATED DOCUMENTS PUBLISHED BY THE ALL WORK SHALL CONFORM TO: (A) THE MINIMUM STANDARDS OF THE LATEST EDITION SO, HE SHALL BE PROCEEDING AT HIS OWN RISK. SPECIFICATIONS. E. D. B. C. STATE CODE AMENDMENTS (BUILDING STANDARDS CODE) TITLE 24. A. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISION OF THE APPLICABLE BUILDING CODES AS WELL AS ANY OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF ANYONE SUPPLYING LABOR, MATERIALS , OR BOTH TO BRING TO THE ATTENTION OF THE DESIGNER, ENGINEER, GENERAL CONTRACTOR AND THE OWNER ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. N. BUILDING SECTION DETAIL REFERENCE INTERIOR ELEVATION # PLAN BLOW-UP STRUCTURAL GRID LINES ELEVATION 1 XX A B C D 1 X X X X X X X X WATER RESISTANT WELDED WIRE FABRIC WELDED WIRE MESH WWF WWM INTERIOR INSULATION INT INSUL MAXIMUM AB ANCHOR BOLT HEATING/VENTILATING/ SQUARE FEETSF TOP TOP OF PARAFET FLUOR FLUORESCENT WITH VERIFY IN FIELD WATER CLOSET WATERPROOF WATER HEATER WITHOUT VIF W/ WC WH WP WR W/O HOSE BIBB HEADER HB HDR HEIGHT HEATER INCH HGT IN HTR TOPL TOB THICK TOP OF TONGUE AND GROOVE TRASH COMPACTOR TYPICAL UNLESS NOTED THK TO TC T&G TYP UNO FOOTING GAUGEGA FTG GYPSUM GS GLB GYP GD GARBAGE DISPOSAL GLU LAM BEAM GALVANIZED STEEL TOP OF BEAM TOP OF PLATE EXISTING(E) PREFAB TOS TOM TMPR WD WI WIN STEEL SQUARE SLIDING SLIDER (WINDOW) STRUCTURAL TREAD STORAGE SL SQ STL STOR SLDG T EXTERIOR FAU FF EXT FACE OF FLOORFLR FO FG FORCED AIR UNIT FIXED GLASS FINISH FLOOR STRUCT TOP OF SHEETING TOP OF MASONRY TEMPERED GLASS PREFABRICATED WOOD WROUGHT IRON WINDOW SKL SHT HW SHLF SHLV SELECT SINGLE HUNG STAINLESS STEEL SHELF AND POLE SHEATHING SS SHTG SEL SH S&P ELECTRICAL EACH DW EA ELEC EJ EXPANSION JOINT DISHWASHER EQUALEQ TV SIMILARSIM EACH WAYEW T&B SHOWERSHWR SHEET SKYLIGHT HOT WATER SHELF SHELVING TELEVISION TOP & BOTTOM FHWS FLATHEAD WOOD SCREW FIN FJ FURR GB HVAC FND REFRIGERATOR ROOM REQUIRED ROUGH SAWN REINFORCEMENT REDWOOD REINF REQD RM RS RWD REFR DIMENSION DIAGONAL DIAMETER DOUBLE DIM DIA DBL DIAG DS DOOR DOWN DR DN DOWNSPOUT FINISH FLOOR JOIST FOUNDATION FURRED GYPSUM BOARD OPG PERF OD RDWD ENCL FHMS RO PAIR PLYWOOD POLYVINYL CHLORIDE PROPERTY LINE ROOF DRAIN RADIUS/RISER CONC CONCRETE PL PVC PR PLYWD RD R CLEANOUT CONCRETE COLUMNCOL CONC CONT CT CO CMU CTSK COUNTERSINK CONCRETE MASONRY UNIT CONTINUOUS CERAMIC TILE OUTSIDE DIAMETER OPENING PERFORATE ROUGH OPENING REDWOOD ENCLOSURE FLATHEAD MACHINE SCREW MATL MATERIAL NOT IN CONTRACTNIC OBS MC MED MB NAT NUMBER OVER ON CENTER OVERHEAD NOT TO SCALE OVERFLOW SCUPPER NTS NO OH OC O/ OS CEILING CABINET CLG CJ CAB CLEARCLR CONTROL JOINT OBSCURE MACHINE BOLT MEDICINE CABINET MEDIUM NATURAL CSK CTR CW CSMT CB CONST MINIMUM MECHANICAL NORTH METAL MISCELLANEOUS MANUFACTURER MIN MECH MFG N MTL MISC ADJACENT AC ADJ AFF ASPHALT CONCRETE ABOVE FINISH FLOOR CENTER CASEMENT COUNTER SINK COLD WATER CATCH BASIN CONSTRUCTION ALUM A/C JOIST LAVATORY LAMINATE JST MAX LAV LAM AT ANGLE DIAMETER CENTERLINE @ Ø CL ALUMINUM AIR CONDITIONING COMPOSITE SHINGLESCOMP AIR CONDITIONING OTHERWISE BOTTOM OF BEAMBOBM BOTTOM OFBO BUILDINGBLDG BLKG BLK BD BOARD BLOCK BLOCKING BM BEAM BOTTOM OF FRAMINGBOF BOTTOM OFBO DIRECTORY:ARCHITECTURAL ABBREVIATIONS: VICINITY MAP WALKER RESIDENCE ARCHITECTURAL SYMBOLS 2622 RAMONA DR, SANTA ANA CA 92707 JEANNICE CARRILLO JEAN-PRESCOTT STUDIO 110 NEWPORT CENTER DRIVE SUITE 52, NEWPORT, BEACH CA TEL: 657-527-7588 email: infojeanprescott@gmail.com DESIGNER LETTER AND SHEET NUMBER AND SHEET T-1 TITLE SHEET CA-1 CA GREEN CA-2 CA GREEN GEN-1 ADDITIONAL NOTES A-1.0 EXISTING AND PROPOSED SITE PLAN A-2.0 EXISTING FLOOR PLAN A-2.1 PROPOSED FLOOR PLAN A-3.0 EXISTING ROOF PLAN A-3.1 PROPOSED ROOF PLAN A-4.0 EXISTING ELEVATIONS A-4.1 PROPOSED ELEVATIONS A-5.0 SECTIONS MEP-1 EXISTING MECHANICAL PLAN MEP-2 EXISTING ELECTRICAL PLAN MEP-3 EXISTING PLUMBING PLAN T24-1 TITLE 24 T24-2 TITLE 24 S1 STRUCTURAL NOTES S1.1 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2-1 ROOF FRAMING PLAN SHEET INDEX: ARCHITECTURAL SHEETS: PROJECT DATA: LEGAL DESCRIPTION:A.P.N.: 1401-63-14 TRACT: TR 2772 LOT: 30 ZONE: R1 LOT AREA: 6,000 sq ft TYPE OF CONSTRUCTION: V-B THIS PROJECT SHALL COMPLY WITH: - TITLE 24 - 2022 CALIFORNIA GREEN BUILDING CODE - 2022 CALIFORNIA BUILDING CODE (CBC) - 2022 CALIFORNIA ELECTRICAL CODE (CEC) - 2022 CALIFORNIA MECHANICAL CODE (CMC) - 2022 CALIFORNIA PLUMBING CODE (CPC) - 2022 CALIFORNIA ENERGY CODE (CENC) - CITY OF SANTA ANA MUNICIPAL CODE OWNER No. OF EXISTING STORIES: 1 GENERAL NOTES: EXISTING FIRE SPRINKLER: NO N FLOOR AREA RATIO CALCULATION: a.-EXISTING S.F.R. FOOTPRINT..............................................1,111Sq. Ft. b.-EXISTING GARAGE..........................................................413.30 Sq. Ft. TOTAL FLOOR AREA = ..........................................................1,524.30 Sq. Ft. SCOPE OF WORK DON WALKER 2622 RAMONA DR, SANTA ANA CA 92707 email:donfw@mac.com TITLE SHEET T1-0 1. FULL HOUSE REPLACEMENT INCLUDING KITCHEN, BATH ROOMS, ALL DRYWALLS TO BE REPLACED AND INSULATIONS. 2. NEW SEWER LINES 3. THE HVAC UPDATING 4. ELECTRICAL PANEL UPGRADE TO 200AMPS 5. BURNT ROOF AREA REPAIRING 6. NEW ELECTRICAL FIREPLACE INSTALL 7: ALL WINDOW AND DOOR REPLACEMENT(EXCEPT THE GARAGE WINDOW#8) 8.STUCCO ON ALL EXTERIOR WALLS TO BE REPLACED NOTE: NO STRUCTURE WORK HAS BEEN DONE EXCEPT ITEM #5 JOB SITE NOTES 1.-MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION 2.-ALL CONCELEAD WORK INSTALLED WITHOUT PERMITS MUST BE EXPOSED FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT ALL FOOTINGS, STRUCTURAL MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION. 3.-THE PERMIT APPLICATION WAS TO REPAIR FIRE DAMAGE. EOR SHALL VERIFY IF THERE ARE ANY EXISTING STRUCTURAL FRAMING(S) REQUIERED TO BE REPLACED . IF SO, THE REPAIR AREA(S) SHALL BE IDENTIFY ON PLAN. PROVIDE CONSTRUCTION DETAIL(S) TO ILUSTRATE/DEMOSTRATE ATTACHMENT OF THE (E) FRAMING AND FRAMINGS E+C ASSOCIATES ENGINEERING 1412 ESPANOL AVE. MONTEBELLO, CA 90640 WWW.ECAENGINEERING.COM INFO@ECAENGINEERING.COM P:562 708 3586 STRUCTURE ENGINEER STRUCTURAL SHEETS: TITLE24 SHEETS: GET STRUCTURAL ENGINEERING AND CONSULTING 300 E. BIRCH STREET SUITE 203 BREA, CA 92821 TEL: 909-569-1886 email: info@getstructural.com ENERGY REPORT Bldg #101121783 APPROVALS: PLNG - V. Estrada BLDG - G. Huang PUBLIC WORKS - Y. Soto (E) CURB1 E) DRIVEWAY APPROACHED2 (E) DRIVEWAY3 (E) SIDEWALK4 (E) CONCRETE WALKWAY5 (E) CONCRETE SLAB6 (E) FRONT YARD 7 (E) REAR YARD 8 (E) PLANTER 9 (E) 6 Ft. Ht. BLOCK WALL FENCE 11 12 (E) 3 Ft. Ht. WOOD FENCE 13 (E) 6 Ft. Ht. WOOD GATE 14 (E) 6 Ft. Ht. METAL GATE 15 (E) 3 Ft. Ht. WOOD GATE (E) 3 Ft. Ht. METAL GATE 17 (E) ELECTRICAL METER 100 AMPS 18 (E) WATER METER 19 (E) GAS METER 1"Ø 20 (E) A/C CONDENSER UNIT: AC PRO MODEL # 4AC17L36P 21 (E) TREE 10 22 23 (E) CONCRETE PAVERS 24 25 (E) CONCRETE LANDING/STEPS (E) NEW CONCRETE WALKWAY (E) CONCRETE SLAB (E) NEW CONCRETE LANDING/STEPS 26 29 30 31 32 33 34 35 (E) CRAWLSPACE ACCESS (E) A/C CONDENSER UNIT LOCATION (E) NEW CRAWLSPACE ACCESS (E) CONCRETE WASHOUT AREA (LOCATION MAY VARY) (SEE SHEET GB-3 FOR SPECS) (E) GRAVEL BAGS OR FIBER ROLLS (SEE SHEET GB-3 FOR SPECS) (E) 3 Ft. Ht. BLOCK WALL FENCE (E) 6 Ft. Ht. WOOD FENCE (E) WATER HEATER： A.O. Smith #G6-PVT5050NV 16 27 (E) GROUND 28 E) EXISTING FIRE PLACE TO BE DEMOLISH L= 1 0 0 ' PL= 1 0 0 ' P L=60'P L=60'P EXISTING 1-STORY S.F.R. TO BE REMODELED 1,111 Sq. Ft. FIRE SPRINKLER SYSTEM: NO EXISTING CAR GARAGE 413.30 Sq. Ft. STAYING AS IT IS 1 SCALE: 1/8" = 1'-0" N RAMONA DR. Existing Site Plan 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2 4 4 11 27 11 11 3 5 17 13 13 13 13 5 30 ' - 5 " 16'-0" 20 ' - 9 " 5'-6" 6 2% M I N . SL O P E 12 24 21 G.M. 23 22 27 27 27 44 ' - 1 1 " 17 W H 25 4'-10" 28 NOTE: EXISTING ROOF PLAN STAYING AS IT IS 2' - 4 " 2'-4" 3'-4" 2' - 4 " 2'-4" 2' - 4 " 2'-3" 2' - 4 " FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CRC SECTION R302.11 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUMED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH MATERIALS TESTED FOR THE FORM AND MANNER THEY ARE INTENDED. 1 SCALE: 1/8" = 1'-0" N RAMONA DR. Existing Site Plan NOTE: EXISTING ROOF PLAN STAYING AS IT IS L= 1 0 0 ' PL= 1 0 0 ' P L=60'P L=60'P EXISTING 1-STORY S.F.R. TO BE REMODELED 1,111 Sq. Ft. FIRE SPRINKLER SYSTEM: NO EXISTING CAR GARAGE 413.30 Sq. Ft. STAYING AS IT IS 1 SCALE: 1/8" = 1'-0" N RAMONA DR. Proposed Site Plan 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2% M I N . SL O P E 2 4 4 11 27 11 11 3 5 17 13 13 13 13 5 30 ' - 5 " 16'-0" 20 ' - 9 " 5'-6" 6 2% M I N . SL O P E 12 24 21 G.M. 23 22 27 27 27 44 ' - 1 1 " 17 W H 25 4'-10" 28 NOTE: SAME As Existing Site Plan 2' - 4 " 2'-4" 3'-4" 2' - 4 " 2'-4" 2' - 4 " 2'-3" 2' - 4 " FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CRC SECTION R302.11 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUMED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH MATERIALS TESTED FOR THE FORM AND MANNER THEY ARE INTENDED. ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER EXISTING AND PROPOSED SITE PLAN A1.0 1 SCALE: 3/8" = 1'-0" (E) 2-CAR GARAGE (E) KITCHEN TO BE REMODEL (E) DINING ROOM CLG. HT. = 8'-0" (E) LIVING SPACE CLG. HT. = 8'-0" (E) FURNACE (E) HALLWAY (E ) B A T H 1 CL G . H T . = 8 ' - 0 " (E ) B A T H 2 CL G . H T . = 8 ' - 0 " (E)CLOSET (E ) C L O S E T (E)CLOSET (E ) C L O S E T (E) BEDROOM 1 CLG. HT. = 8'-0" (E) BEDROOM 2 CLG. HT. = 8'-0" UP 1 (E ) G A R A G E D O O R 10'-3"1'-11"1'-10"9'-6"12'-7" 38'-6" 10 ' - 8 " 2' - 0 " 10 ' - 3 " 12'-3"3'-11"4'-10"1'-10"3'-6" 9' - 2 " 19 ' - 1 0 " 20'-0" 17 ' - 8 " 24 ' - 8 " 25'-2" 18 ' - 2 " 18 ' - 7 " 30 ' - 3 " 20'-11" 26 ' - 1 1 " (E ) C L O S E T A B C BB DD D D B E 1 2 63 4 EXISTING FLOOR PLAN (E) BEDROOM 3 CLG. HT. = 8'-0" A B A-5 7 7 (N) FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CRC SECTION R302.11 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUMED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH MATERIALS TESTED FOR THE FORM AND MANNER THEY ARE INTENDED. 5 8 9 A-5 SD SD CMCOMBO SD CMCOMBO SD SD SD CMCOMBO SD SD EF40 CFM EF50 CFM 2'-9" 5'-8" AC PRO MODEL # 4AC17L36P A.O. Smith #G6-PVT5050NV AC PRO MODEL # 80G1UH060AE12X (N)ELECTRICAL FIREPLACE FRONT DOOR TO BE REPLACED(CONTRACTOR VERIFIED IN FIELD) (R) STATUS SOLID DOOR 2'-7" x 6'-8" HOLLOW CORE1-11" x 6'-8" 35 3/4" x 80" HOLLOW CORE 2-5" x 6'-8"HOLLOW CORE -- -- -- -- -- -- -- -- 0.30 0.23 DOOR SCHEDULE WINDOW SCHEDULE NOTE: ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY WITH MANUFACTURER (E)=EXISTING , (R) = EXISTING TO BE REPLACED (ETR) EXISTING TO BE REMAIN A B C D 7 2 3 35 1/2" x 24 1/2" 72 1/2" x 36 1/2" 35 1/2" x48 1/2" SLIDING SLIDING5 6 35 1/2" x 35" 6-0" x 6'-8"0.30 0.23ESLIDING, TEMP. GLASS 4 60" x 36 3/4" SYM SIZE TYPE U-FACTOR SHGC QTY STATUS SYM SIZE TYPE U-FACTOR SHGC QTY SLIDING 1 48" x 49" (R) (R) (R) (R) (R) (R) SLIDING 8 72" x 25"(ETR) SLIDING SLIDING SLIDING TEMPRED FROZED SLIDING 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 SLIDING 0.30 0.23 9 60" x 36 1/4"(R) 35 1/2" x 24 1/2" A(N)1 HOUR FIRE RATED WALL FOUNDATION WALL STUDS INTERIOR F.F.EXTERIOR F.F.2X BOTTOM PLATE SHEATING SELF FURRING MESH 2 LAYERS OF WATER RESISTANT BARRIER 30LB. FELT, MIN. RAFTER JOISTFASCIA SOFFIT BOARD ROOF COVERING 1/2" CDX 15# ROOFING FELT (N) ONE HOUR FIRE RATED EAVE (P) JAMES HARDY BOARD58" TYPE X GYPSUM BOARD James Hardie Magnolia Home Hardie Panel HZ10 48 in. x 120 in. Fiber Cement Smooth in Birch Tree Pane (P) JAMES HARDY BOARD James Hardie Magnolia Home Hardie Panel HZ10 48 in. x 120 in. Fiber Cement Smooth in Birch Tree Pane FIRE BLOCK 4% VENTILATION AND 8% LIGHT REQUIREMENT: (E)BEDROOM1 4%ROOM VENTILATION x 129.40 Sq.Ft.= 5.17 Sq.Ft. 8% ROOM LIGHT x 129.40 Sq.Ft. = 10.35 Sq.Ft. (E)WINDOW MEASUREMENT 5'-9"x3'-0"=17.7 Sq.Ft. TOTAL = 31.017 .....OK (E)BEDROOM 2 4%ROOM VENTILATION x 109.20 Sq.Ft.= 4.36 Sq.Ft. 8% ROOM LIGHT x 109.20 Sq.Ft. = 8.73 Sq.Ft. (E) WINDOW MEASUREMENT 4'-9"x3'-0"=14.7 Sq.Ft. (E)WINDOW MEASUREMENT 2'-7"x3'-0"=8.1 Sq. Ft. TOTAL = 31.017 .....OK (E)BEDROOM 3 4%ROOM VENTILATION x 92.93 Sq.Ft.= 3.71 Sq.Ft. 8% ROOM LIGHT x 139.66 Sq.Ft. = 7.43 Sq.Ft. (E) WINDOW MEASUREMENT 4'-9"x3'-0"= 14.7 Sq.Ft... OK (E)LIVING SPACE 4%ROOM VENTILATION x 228.27 Sq.Ft.= 9.13 Sq.Ft. 8% ROOM LIGHT x 228.27 Sq.Ft. = 18.26 Sq.Ft. (E) DOOR MEASUREMENT 5'-8"x6'-8"= 39.44 Sq.Ft. (E)WINDOW MEASUREMENT 3'-11"x3'-0"=9.33 x 2 PIECES = 18.66 Sq. Ft....OK WOOD SHEATHING WATER-RESISTIVE BARRIER (BUILDING PAPER) METAL LATH OR WELDED WIRE LATH SCRATCH COAT BROWN COAT FINISH COAT WEEP SCREED TRADITIONAL THREE-COAT STUCCO FINISH WALL CONSTRUCTION/STUCCO DETAIL EGRESS WINDOW EMERGENCY EGRESS WINDOW ELEVATION (INTERIOR ELEVATION NOT TO SCALE) INTERIOR FINISH FLOOR WINDOW FRAMEOPENED AREA MINIMUM OPENING REQUIREMENTS 24” Minimum Clear Height 20” Minimum Clear Width 5.0 S.F. minimum opened area (1st. floor) 5.7 S.F. minimum opened area (2nd. floor) 44 " M A X 20" MIN. CLEAR 24 " M I N . C L E A R 1. OPENING PROTECTION: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. 1-HOUR FIRE RATED WALL 1 2x WOOD STUD PER STR'L (WITH INSULATION WHERE OCCURS) 5/8" THK. TYPE "X" GYPSUM BOARD. (SINGLE LAYER)2 1 2 2 INTERIORGARAGE GARAGE HABITABLE ROOM 2 3 PLYWOOD SHEATHING PER STR'L PLANS3 1-HOUR FIRE RATED CEILING 4 2x WOOD JOINTS PER STR'L (WITH INSULATION WHERE OCCURS) 4 2. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES AND SELF-CLOSING AND SELF-LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT LESS THAN 1-3/8 INCHES THICK. (R302.5. 1) 3. THE GARAGE SHALL BE SEPARATED FROM THE DWELJ.ING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6{R302.6). NOTES: KEY NOTES: 4. DUCT PENETRATION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. [R302.5.2) 5. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11. ITEM 4 {R302.5.3). ELEVATION VIEW ELEVATION VIEW X FIRE RESISTANT CONSTRUCTION DETAIL ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER EXISTING FLOOR PLAN A2-0 EXISTING 2x STUD WALL TO REMAIN NEW WALL CONSTRUCTION WITH 2x4 STUDS D.F. No.2 @ 16"O.C. NOTES: a. USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING WALLS b. USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON BEARING WALLS 1 SCALE: 3/8" = 1'-0" (E) 2-CAR GARAGE (N) KITCHEN CLG. HT. = 8'-0" (E) LIVING SPACE CLG. HT. = 8'-0" (E) FURNACE (E) HALLWAY (N ) B A T H 1 CL G . H T . = 8 ' - 0 " (N ) B A T H 2 CL G . H T . = 8 ' - 0 " (E)CLOSET (E ) C L O S E T (E)CLOSET (E ) C L O S E T (E) BEDROOM 1 CLG. HT. = 8'-0" (E) BEDROOM 2 CLG. HT. = 8'-0" UP 1 (E ) G A R A G E D O O R 10'-3"1'-11" 1'-10" 9'-6"12'-7" 38'-6" 10 ' - 8 " 2' - 0 " 10 ' - 3 " 12'-3"3'-11"4'-10"1'-10"3'-6" 9' - 2 " 19 ' - 1 0 " 20'-0" 17 ' - 8 " 24 ' - 8 " 25'-2" 18 ' - 2 " 18 ' - 7 " 30 ' - 3 " 20'-11" 26 ' - 1 1 " (E ) C L O S E T A B C BB D D D D B E 1 2 63 4 PROPOSED FLOOR PLAN (E) BEDROOM 3 CLG. HT. = 8'-0" A B A-5 7 7 (N) FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH CRC SECTION R302.11 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FUMED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH MATERIALS TESTED FOR THE FORM AND MANNER THEY ARE INTENDED. 5 8 9 A-5 SD SD CM COMBO SD CM COMBO SD SD SD CM COMBO SD SD EF 40 CFM EF 50 CFM 2'-9" 5'-8" 2'-1 1 " AC PRO MODEL # 4AC17L36P A.O. Smith #G6-PVT5050NV AC PRO MODEL # 80G1UH060AE12X (N)ELECTRICAL FIREPLACE FRONT DOOR TO BE REPLACED(CONTRACTOR VERIFIED IN FIELD) REF. PANTRY 1'-0" 2' - 0 " (E) DINING ROOM CLG. HT. = 8'-0" A A (R) STATUS SOLID DOOR 2'-7" x 6'-8" HOLLOW CORE1-11" x 6'-8" 35 3/4" x 80" HOLLOW CORE 2-5" x 6'-8"HOLLOW CORE -- -- -- -- -- -- -- -- 0.30 0.23 DOOR SCHEDULE WINDOW SCHEDULE NOTE: ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY WITH MANUFACTURER (E)=EXISTING , (R) = EXISTING TO BE REPLACED (ETR) EXISTING TO BE REMAIN A B C D 7 2 3 35 1/2" x 24 1/2" 72 1/2" x 36 1/2" 35 1/2" x48 1/2" SLIDING SLIDING5 6 35 1/2" x 35" 6-0" x 6'-8"0.30 0.23ESLIDING, TEMP. GLASS 4 60" x 36 3/4" SYM SIZE TYPE U-FACTOR SHGC QTY STATUS SYM SIZE TYPE U-FACTOR SHGC QTY SLIDING 1 48" x 49" (R) (R) (R) (R) (R) (R) SLIDING 8 72" x 25"(ETR) SLIDING SLIDING SLIDING TEMPRED FROZED SLIDING 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 0.30 0.23 SLIDING 0.30 0.23 9 60" x 36 1/4"(R) 35 1/2" x 24 1/2" A(N) 1 HOUR FIRE RATED WALL FOUNDATION WALL STUDS INTERIOR F.F. EXTERIOR F.F.2X BOTTOM PLATE SHEATING SELF FURRING MESH 2 LAYERS OF WATER RESISTANT BARRIER 30LB. FELT, MIN. RAFTER JOISTFASCIA SOFFIT BOARD ROOF COVERING 1/2" CDX 15# ROOFING FELT (N) ONE HOUR FIRE RATED EAVE (P) JAMES HARDY BOARD 5 8" TYPE X GYPSUM BOARD James Hardie Magnolia Home Hardie Panel HZ10 48 in. x 120 in. Fiber Cement Smooth in Birch Tree Pane (P) JAMES HARDY BOARD James Hardie Magnolia Home Hardie Panel HZ10 48 in. x 120 in. Fiber Cement Smooth in Birch Tree Pane FIRE BLOCK ESR-2290 ESR-2290 4% VENTILATION AND 8% LIGHT REQUIREMENT: (E)BEDROOM1 4%ROOM VENTILATION x 129.40 Sq.Ft.= 5.17 Sq.Ft. 8% ROOM LIGHT x 129.40 Sq.Ft. = 10.35 Sq.Ft. (E)WINDOW MEASUREMENT 5'-9"x3'-0"=17.7 Sq.Ft. TOTAL = 31.017 .....OK (E)BEDROOM 2 4%ROOM VENTILATION x 109.20 Sq.Ft.= 4.36 Sq.Ft. 8% ROOM LIGHT x 109.20 Sq.Ft. = 8.73 Sq.Ft. (E) WINDOW MEASUREMENT 4'-9"x3'-0"=14.7 Sq.Ft. (E)WINDOW MEASUREMENT 2'-7"x3'-0"=8.1 Sq. Ft. TOTAL = 31.017 .....OK (E)BEDROOM 3 4%ROOM VENTILATION x 92.93 Sq.Ft.= 3.71 Sq.Ft. 8% ROOM LIGHT x 139.66 Sq.Ft. = 7.43 Sq.Ft. (E) WINDOW MEASUREMENT 4'-9"x3'-0"= 14.7 Sq.Ft... OK (E)LIVING SPACE 4%ROOM VENTILATION x 228.27 Sq.Ft.= 9.13 Sq.Ft. 8% ROOM LIGHT x 228.27 Sq.Ft. = 18.26 Sq.Ft. (E) DOOR MEASUREMENT 5'-8"x6'-8"= 39.44 Sq.Ft. (E)WINDOW MEASUREMENT 3'-11"x3'-0"=9.33 x 2 PIECES = 18.66 Sq. Ft....OK WOOD SHEATHING WATER-RESISTIVE BARRIER (BUILDING PAPER) METAL LATH OR WELDED WIRE LATH SCRATCH COAT BROWN COAT FINISH COAT WEEP SCREED TRADITIONAL THREE-COAT STUCCO FINISH WALL CONSTRUCTION/STUCCO DETAIL EGRESS WINDOW EMERGENCY EGRESS WINDOW ELEVATION (INTERIOR ELEVATION NOT TO SCALE) INTERIOR FINISH FLOOR WINDOW FRAMEOPENED AREA MINIMUM OPENING REQUIREMENTS 24” Minimum Clear Height 20” Minimum Clear Width 5.0 S.F. minimum opened area (1st. floor) 5.7 S.F. minimum opened area (2nd. floor) 44 " M A X 20" MIN. CLEAR 24 " M I N . C L E A R 1. OPENING PROTECTION: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. 1-HOUR FIRE RATED WALL 1 2x WOOD STUD PER STR'L (WITH INSULATION WHERE OCCURS) 5/8" THK. TYPE "X" GYPSUM BOARD. (SINGLE LAYER) 2 1 2 2 INTERIORGARAGE GARAGE HABITABLE ROOM 2 3 PLYWOOD SHEATHING PER STR'L PLANS3 1-HOUR FIRE RATED CEILING 4 2x WOOD JOINTS PER STR'L (WITH INSULATION WHERE OCCURS) 4 2. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES AND SELF-CLOSING AND SELF-LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT LESS THAN 1-3/8 INCHES THICK. (R302.5. 1) 3. THE GARAGE SHALL BE SEPARATED FROM THE DWELJ.ING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6{R302.6). NOTES: KEY NOTES: 4. DUCT PENETRATION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. [R302.5.2) 5. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11. ITEM 4 {R302.5.3). ELEVATION VIEW ELEVATION VIEW X FIRE RESISTANT CONSTRUCTION DETAIL ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED FLOOR PLAN A2-1 EXISTING 2x STUD WALL TO REMAIN NEW WALL CONSTRUCTION WITH 2x4 STUDS D.F. No.2 @ 16"O.C. NOTES: a. USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING WALLS b. USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON BEARING WALLS NEW ROOF SHINGLE FOR SLOPED ROOF TYPE OF ROOFING : CLASS "A" ROOF SHINGLE MANUFACTURER: GAF PRODUCT : BY OWNER COLOR: BY OWNERICC - ERS # 3267 ****OR SIMILAR APPROVED **** NOTE: ROOFS WITH SLOPES ˂ 2:12 SHALL HAVE AN SRI VALUE OF AT LEAST 75 OR BOTH A 3-YEARSOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. ROOFS WITH SLOPES > 2:12 SHALL HAVE AN SRI VALUE OF AT LEAST 16 OR BOTH A 3-YEAR SOLAR REFLECTANCE OF AT LEAST 0.20 AND A THERMAL EMITTANCE OF AT LEAST 0.75 ROOF COVERING = = HALF ROUND DORMER VENT VENTS OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANCE WIRE MESH WITH 1/16" MIN. TO 1/4" MAX. OPENINGS. NEW ATTIC AREA 1 240.34 Sq. Ft. ATTIC VENT REQUIRED = 240.34 / 150 = 1..60 Sq. Ft. x 144 = 230.40 Sq. In. a.- HALF ROUND DORMER VENTS = 100 Sq. In. OF NET FREE AIR FLOW WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A I-INCH (25 MM) SPACE MUST BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENTS. * * ATTIC VENTILATION REQUIRED = 230.40 Sq. In. / PROPOSED = 400 Sq. In.......OK. ATTIC AREA 1 = 240.34 Sq. Ft. b.- GABLE VENTS = 110 Sq. In. OF NET FREE AIR FLOW = No. OF DORMER VENTS PROVIDED = 4 x 100 Sq. In. = 400 Sq. In. 2'-4" LINE OF (E)GARAGE BELOW LI N E O F ( E ) G A R A G E B E L O W LINE OF (E)FLOOR BELOW LINE OF (E)FLOOR BELOW LI N E O F ( E ) F L O O R B E L O W LI N E O F ( E ) F L O O R B E L O W LI N E O F ( E ) F L O O R B E L O W 2'-4" 2' - 4 " 2' - 4 " 2'-4" (E) RIDGE (E ) R I D G E (E ) S L O P E (E ) S L O P E (E)SLOPE (E)SLOPE (E)SLOPE (E ) S L O P E (E)SLOPE (E ) S L O P E 1 SCALE: 3/8" = 1'-0" EXISTING ROOF PLAN NOTE: EXISTING ROOF PLAN STAYING AS IT IS ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER EXISTING ROOF PLAN A3-0 NEW ROOF SHINGLE FOR SLOPED ROOF TYPE OF ROOFING : CLASS "A" ROOF SHINGLE MANUFACTURER: GAF PRODUCT : BY OWNER COLOR: BY OWNERICC - ERS # 3267 ****OR SIMILAR APPROVED **** NOTE: ROOFS WITH SLOPES ˂ 2:12 SHALL HAVE AN SRI VALUE OF AT LEAST 75 OR BOTH A 3-YEARSOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. ROOFS WITH SLOPES > 2:12 SHALL HAVE AN SRI VALUE OF AT LEAST 16 OR BOTH A 3-YEAR SOLAR REFLECTANCE OF AT LEAST 0.20 AND A THERMAL EMITTANCE OF AT LEAST 0.75 ROOF COVERING = = HALF ROUND DORMER VENT VENTS OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANCE WIRE MESH WITH 1/16" MIN. TO 1/4" MAX. OPENINGS. NEW ATTIC AREA 1 240.34 Sq. Ft. ATTIC VENT REQUIRED = 240.34 / 150 = 1..60 Sq. Ft. x 144 = 230.40 Sq. In. a.- HALF ROUND DORMER VENTS = 100 Sq. In. OF NET FREE AIR FLOW WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A I-INCH (25 MM) SPACE MUST BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENTS. * * ATTIC VENTILATION REQUIRED = 230.40 Sq. In. / PROPOSED = 400 Sq. In.......OK. ATTIC AREA 1 = 240.34 Sq. Ft. b.- GABLE VENTS = 110 Sq. In. OF NET FREE AIR FLOW = No. OF DORMER VENTS PROVIDED = 4 x 100 Sq. In. = 400 Sq. In. 2'-4" LINE OF (E)GARAGE BELOW LI N E O F ( E ) G A R A G E B E L O W LINE OF (E)FLOOR BELOW LINE OF (E)FLOOR BELOW LI N E O F ( E ) F L O O R B E L O W LI N E O F ( E ) F L O O R B E L O W LI N E O F ( E ) F L O O R B E L O W 2'-4" 2' - 4 " 2' - 4 " 2'-4" (E) RIDGE (E ) R I D G E (E ) S L O P E (E ) S L O P E (E)SLOPE (E)SLOPE (E)SLOPE (E ) S L O P E (E)SLOPE (E ) S L O P E 1 SCALE: 3/8" = 1'-0" PROPOSED ROOF PLAN NOTE: EXISTING ROOF PLAN STAYING AS IT IS ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED ROOF PLAN A3-1 EGRESS WINDOW EMERGENCY EGRESS WINDOW ELEVATION (INTERIOR ELEVATION NOT TO SCALE) INTERIOR FINISH FLOOR WINDOW FRAMEOPENED AREA MINIMUM OPENING REQUIREMENTS 24” Minimum Clear Height 20” Minimum Clear Width 5.0 S.F. minimum opened area (1st. floor) 5.7 S.F. minimum opened area (2nd. floor) 44 " M A X 20" MIN. CLEAR 24 " M I N . C L E A R 1 20 2 3 4 5 6 17 18 19 21 22 8 9 10 11 12 13 14 15 16 7 KEY NOTES (E) 7/8" EXTERIOR CEMENT STUCCO (E) ROOF SHINGLES NEW ROOF SHINGLES COVERING MANUFACTURER= GAF PRODUCT : BY OWNER COLOR/FINISH: BY OWNER ICC - ERS # 3267 *OR SIMILAR APPROVED* NEW ROOF CRICKET 2% SLOPE MIN. NEW UNDERFLOOR VENT NEW UNDERFLOOR ACCESS NEW 7/8" SMOOTH EXTERIOR CEMENT STUCCO WITH (2)LAYERS OF GRADE "D" OR (1)LAYER OF 60 MINUTES GRADE "D" FINISH : TO MATCH EXISTING MANUF. BY CONTRACTOR / OWNER COLOR : TO MATCH EXISTING NEW CORRUGATED METAL ROOFING COVERING CLASS: A COLOR: BLACK ICC - ERS # 2048 **OR SIMILAR APPROVED** NEW HALF ROUND DORMER VENT (SEE CALC. ON SHEET A-2.6) NEW TRIM MOLDING TO MATCH EXISTING ONES NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE & MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE 26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR 2" MIN ABOVE PAVED AREA (TYP.) (SEE DETAIL 4/A-4.1) (E) WOOD SIDING COVERING (E) SPANISH ROOF TILE (E) TRIM MOLDING (TYP.) (E) UNDER-FLOOR VENTS NEW WOOD SIDING STYLE : TO MATCH EXISTING MANUF. BY CONTRACTOR / OWNER COLOR : TO MATCH EXISTING NEW STONE VENEER STYLE : BY CONTRACTOR / OWNER MANUF. BY CONTRACTOR / OWNER COLOR : BY CONTRACTOR / OWNER SPANISH CONCRETE TILE CLASS: A OR B MANUFACTURER: EAGLE ROOFING PRODUCTS COLOR: BY OWNER IAPMO REPORT NUMBER: 1900 **OR SIMILAR APPROVED** NEW GABLE VENT (SEE CALC. ON SHEET A-2.6) NEW ROOF CRICKET (2% MIN. SLOPE) (E) FIREPLACE FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 12 ' - 1 " 3' 7 " 3' 7 " 7"7" 12 3 8' - 0 " 12 ' - 2 " 1 3 3 1 SCALE: 3/8" = 1'-0" EXISTING SOUTH ELEVATION 2'-2"2'-3" FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 3' 7 " 7" 8' - 0 " 12 ' - 2 " FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 12 ' - 2 " 3' 7 " 7" 12 3 1 3 2 SCALE: 3/8" = 1'-0" EXISTING EAST ELEVATION 2'-3"2'-3"2'-3" 1 FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 3' 7 " 7" 8' - 0 " 12 ' - 2 " FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 3' 7 " 7" 12 3 7 1 12 ' - 2 " 3 3 3 SCALE: 3/8" = 1'-0" EXISTING WEST ELEVATION 2'-3"4'-3"2'-4" 1 NOTE: THE EXTERIOR MATERIALS AND COLORS WILL MATCH THE EXISTING DWELLING IN DESIGN, STYLE, MATERIALS AND COLORS. ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER EXISTING ELEVATIONS A4-0 EGRESS WINDOW EMERGENCY EGRESS WINDOW ELEVATION (INTERIOR ELEVATION NOT TO SCALE) INTERIOR FINISH FLOOR WINDOW FRAMEOPENED AREA MINIMUM OPENING REQUIREMENTS 24” Minimum Clear Height 20” Minimum Clear Width 5.0 S.F. minimum opened area (1st. floor) 5.7 S.F. minimum opened area (2nd. floor) 44 " M A X 20" MIN. CLEAR 24 " M I N . C L E A R 1 20 2 3 4 5 6 17 18 19 21 22 8 9 10 11 12 13 14 15 16 7 KEY NOTES (E) 7/8" EXTERIOR CEMENT STUCCO (E) ROOF SHINGLES NEW ROOF SHINGLES COVERING MANUFACTURER= GAF PRODUCT : BY OWNER COLOR/FINISH: BY OWNER ICC - ERS # 3267 *OR SIMILAR APPROVED* NEW ROOF CRICKET 2% SLOPE MIN. NEW UNDERFLOOR VENT NEW UNDERFLOOR ACCESS NEW 7/8" SMOOTH EXTERIOR CEMENT STUCCO WITH (2)LAYERS OF GRADE "D" OR (1)LAYER OF 60 MINUTES GRADE "D" FINISH : TO MATCH EXISTING MANUF. BY CONTRACTOR / OWNER COLOR : TO MATCH EXISTING NEW CORRUGATED METAL ROOFING COVERING CLASS: A COLOR: BLACK ICC - ERS # 2048 **OR SIMILAR APPROVED** NEW HALF ROUND DORMER VENT (SEE CALC. ON SHEET A-2.6) NEW TRIM MOLDING TO MATCH EXISTING ONES NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE & MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE 26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR 2" MIN ABOVE PAVED AREA (TYP.) (SEE DETAIL 4/A-4.1) (E) WOOD SIDING COVERING (E) SPANISH ROOF TILE (E) TRIM MOLDING (TYP.) (E) UNDER-FLOOR VENTS NEW WOOD SIDING STYLE : TO MATCH EXISTING MANUF. BY CONTRACTOR / OWNER COLOR : TO MATCH EXISTING NEW STONE VENEER STYLE : BY CONTRACTOR / OWNER MANUF. BY CONTRACTOR / OWNER COLOR : BY CONTRACTOR / OWNER SPANISH CONCRETE TILE CLASS: A OR B MANUFACTURER: EAGLE ROOFING PRODUCTS COLOR: BY OWNER IAPMO REPORT NUMBER: 1900 **OR SIMILAR APPROVED** NEW GABLE VENT (SEE CALC. ON SHEET A-2.6) NEW ROOF CRICKET (2% MIN. SLOPE) (E) FIREPLACE 1 SCALE: 3/8" = 1'-0" PROPOSED SOUTH ELEVATION FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 12 ' - 1 " 3' 7 " 3' 7 " 7"7" 12 3 8' - 0 " 12 ' - 2 " 1 3 3 2'-2"2'-3" 2 PROPOSED EAST ELEVATION SCALE: 3/8" = 1'-0" FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 3' 7 " 7" 8' - 0 " 12 ' - 2 " FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 12 ' - 2 " 3' 7 " 7" 12 3 1 3 2'-3"2'-3"2'-3" 1 3 SCALE: 3/8" = 1'-0" PROPOSED WEST ELEVATION FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 3' 7 " 7" 8' - 0 " 12 ' - 2 " FINISH FLOOR TOP PLATE FINISH SURFACE TOP OF ROOF 8' - 0 " 3' 7 " 7" 12 3 7 1 12 ' - 2 " 3 3 2'-3"4'-3"2'-4" 1 NOTE: THE EXTERIOR MATERIALS AND COLORS WILL MATCH THE EXISTING DWELLING IN DESIGN, STYLE, MATERIALS AND COLORS. ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED ELEVATIONS A4-1 (E) CONC. FTG.(E) CONC. FTG. CROSS SECTION "A"1 SCALE: 1/2" = 1'-0" (E) CONCRETE SLAB (E) CONCRETE SLAB (E) 2x STUD WALL (E)2x SILL PLATE R15 INSULATION (PER TITLE 24) DOUBLE TOP PLATE 8' - 0 " 12 ' - 2 " (E) 2x STUD WALL(E) 2x STUD WALL(E) 2x STUD WALL(E) 2x STUD WALL (E) 2x CEILING JOISTS R30 INSULATION (PER TITLE 24) (E) 2x CEILING JOISTSDOUBLE TOP PLATE R15 INSULATION (PER TITLE 24) (E) ATTIC 3' - 7 " FINISH SURFACE TOP PLATE TOP OF ROOF FINISH FLOOR DOUBLE TOP PLATE DOUBLE TOP PLATE NEW 2x R.R's(E) 2x R.R's(E) 2x R.R's DOUBLE TOP PLATE (E) 2x SILL PLATE(E) 2x SILL PLATE (E) 2x SILL PLATE (E) 2x SILL PLATE CROSS SECTION "B"2 SCALE: 1/2" = 1'-0" NEW CONC. FTG.(E) CONC. FTG. (E) ATTIC (E) CONC. FTG. (E) 2x SILL PLATE (E) 2x SILL PLATE (E) 2x SILL PLATE (E)2x R.R's (E)2x RIDGE (E) 2x STUD WALL R15 INSULATION (PER TITLE 24) DOUBLE TOP PLATE (E) 2x STUD WALL DOUBLE TOP PLATE R15 INSULATION (PER TITLE 24) R30 INSULATION (PER TITLE 24) (E) 2x CEILING JOISTS(E) 2x CEILING JOISTS(E) 2x CEILING JOISTS R30 INSULATION (PER TITLE 24) TOP OF ROOF (E) BEDROOM 2 (E) BEDROOM 3 (E) LIVING SPACE (E)KITCHEN(E)LIVING ROOM (E) 2 GARAGE FINISH SURFACE TOP PLATE FINISH FLOOR (E) 2x R.R's(E) 2x R.R's(E) 2x R.R's (E) CONCRETE SLAB (E) CONCRETE SLAB R30 INSULATION (PER TITLE 24) (E) 2x SILL PLATE DOUBLE TOP PLATE (E) CONCRETE SLAB 0' - 7 " 8' - 0 " 12 ' - 2 " 3' - 7 " 0' - 7 " (E) CONC. FTG.(E) CONC. FTG. DOUBLE TOP PLATE (E) BEAM (E) CONC. FTG. (E) 2x STUD WALL (E) 2x STUD WALL (E) CONC. FTG. (N) ONE HOUR FIRE RATED WALL 5/8 TYPE X GWB INTERIOR WITH THREE COAT STUCCO 7/8" EXTERIOR COAT TO ACT AS 1 HOUR FIRE BARRIER (N) ONE HOUR FIRE RATED WALL 5/8 TYPE X GWB INTERIOR WITH THREE COAT STUCCO 7/8" EXTERIOR COAT TO ACT AS 1 HOUR FIRE BARRIER NOTE: THE EXTERIOR MATERIALS AND COLORS WILL MATCH THE EXISTING DWELLING IN DESIGN, STYLE, MATERIALS AND COLORS. ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER CROSS SECTIONS A5-0 CEILING AIR REGISTER 10" Round duct up to EXH.FAN (ROOF) NEW DUCT AIR REGISTER AIR RETURN CODES: CA MECHANICAL CODE 2019 CMC CA GREEN CODE 2019 CGC CA ENERGY STANDARDS 2019 CGC MECHANICAL NOTES: Ceiling Diffuser by Hart & Cooley - 18" Model 24, steel, Square, provide damper All duct work to be supported. per section 603.3.2 CMC NEW DUCT WORK TO MEET CHAPTER 6- CMC 2019 Contractor is responsible to verify location of all existing Unit any issues contact: Client, Architect or Consulting Engineer. Contractor is responsible to interlock Supply and Exh. Fan Contractor is responsible to install roof joist under Make up air unit & Secure the unit. Contractor is responsible to provide air balance report to the city. MECHANICAL SYMBOL LEGEND KITCHEN HOOD 1 SCALE: 3/8" = 1'-0" EXISTING MECHANICAL SD SD CMCOMBO SD CMCOMBO (E ) G A R A G E D O O R SD SD SD CMCOMBO SD SD AC PRO MODEL # 4AC17L36P AC PRO MODEL # 80G1UH060AE12X ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED MECHANICAL PLAN MEP-1 NEW DUPLEX RECEPTACLE WITH GFCI PROTECTION NEW SWITCH NEW LED RECESSED LIGHT (HIGH-EFFICACY) NEW LED PENDANT LIGHT (HIGH-EFFICACY) NEW SWITCH W/ OCCUPANCY SENSOR NEW AFCI DUPLEX RECEPTACLE OUTLET NEW SWITCH 3 WAY OS GFCI AFCI 3 S S S NEW SWITCH W/DIMMERDS NEW LED WALL MOUNT LIGHT WITH MOTION SENSOR (HIGH-EFFICACY) NEW LED WALL MOUNT LIGHT WITH PHOTOCELL SENSOR AND MOTION SENSOR COMBINATIONS. (HIGH-EFFICACY)PS NEW EXTERIOR WATER PROOF OUTLETWP MS IC and AIR-TITE Certified under ASTM-E283 and listed UL/cUL 1598. EXISTING LIGHTING PANELS ELECTRICAL SYMBOL LEGEND SD CMCOMBO NEW SMOKE DETECTOR - CARBON MONOXIDE COMBO - WIRE AND BATTERY INTERLINKED AND HARDWIRED CIRCUIT CARBON MONOXIDE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS EF EXHAUST FAN CFM INDICATE IN FLOOR WITH HUMIDIST BUILT IN. NOISE LEVEL 1 1 SCALE: 3/8" = 1'-0" EXISTING ELECTRICAL S S OS S OS OS S OSS S GFCI GFCI GFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI SD SD REF. PANTRY S GFCI GF C I GF C I AFCI AFCI SD CMCOMBO SD CMCOMBO (E ) G A R A G E D O O R SD S AFCI AFCI AFCI SD CMCOMBO SD SD EF 40 CFM EF50 CFM AFCI AFCI AFCI AFCI AFCI S S AFCI AFCI AFCI AFCI SS GFCI DS GFCI DS S S GFCI GFCIGFCI GFCIGFCI SAFCI AFCI 240 voltsGFCI AC PRO MODEL # 4AC17L36P ATTIC ACCESS1' - 1 0 " 2'-6" GFCI ATTIC DETAIL ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED ELECTRICAL PLAN MEP-2 HOT WATER LINE COLD WATER LINE WASTE LINE PLUMBING SYMBOL LEGEND 1 SCALE: 3/8" = 1'-0" EXISTING PLUMBING COLD WA T E R L I N E HO T W A T E R L I N E F R O M W A T E R H E A T E R (E ) 3 Ø W A S T E LI N E (E) 2 Ø SD REF. PANTRY SD CM COMBO SD CM COMBO SD SD (E ) G A R A G E D O O R 3/ 4 " Ø 3/4"Ø 3" Ø 3/4"Ø SD CM COMBO SD SD 2"Ø T O G E N E R A L S E W E R L I N E HOT WAT E R L I N E 3/4"Ø ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER PROPOSED PLUMBING PLAN MEP-3 S T R U C T U R A L N O T E SSTRUCTURAL ABBREVIATIONS S1.0 R E V I S I O N REVISIONSMARKDATE SHEET OF 4 TITLE CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. JOB #:DRAWN: DATE:CHECKED: 25-063 U.P. E.C.Mar. 13, 25 1 2 3 OW N E R : DO N W A L K E R AD D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 RA M O N A R E S I D E N C E AD D I T I O N & R E M O D E L PR O J E C T A D D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON O EXP. 6-30-25 E OF CALIF SIGNED: 3/13/25 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 14 1 2 E S P A N O L A V E . , MO N T E B E L L O , C A 9 0 6 4 0 WW W . E C A E N G I N E E R I N G . C O M IN F O @ E C A E N G I N E E R I N G . C O M P: 5 6 2 7 0 8 3 5 8 6 STRUCTURAL NOTES 1 2 DETAIL 1 DETAIL 8 DETAIL 7 DETAIL 6 DETAIL 5 DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 9 DETAIL DETAIL R E V I S I O N REVISIONSMARKDATE SHEET OF 4 TITLE CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. JOB #:DRAWN: DATE:CHECKED: 25-063 U.P. E.C.Mar. 13, 25 1 2 3 OW N E R : DO N W A L K E R AD D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 RA M O N A R E S I D E N C E AD D I T I O N & R E M O D E L PR O J E C T A D D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON O EXP. 6-30-25 E OF CALIF SIGNED: 3/13/25 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 ALENGINE R RNIA E OFE SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 14 1 2 E S P A N O L A V E . , MO N T E B E L L O , C A 9 0 6 4 0 WW W . E C A E N G I N E E R I N G . C O M IN F O @ E C A E N G I N E E R I N G . C O M P: 5 6 2 7 0 8 3 5 8 6 TYPICAL DETAILS S1.1 2 FOUNDATION PLAN scale: 1/4"=1'-0" PLAN NOTES LEGEND NOTE: CONTRACTOR IS RESPONSIBLE TO VERIFY ALL THE EXISTING CONDITION AND SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES FOUND. R E V I S I O N REVISIONSMARKDATE SHEET OF 4 TITLE CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. JOB #:DRAWN: DATE:CHECKED: 25-063 U.P. E.C.Mar. 13, 25 1 2 3 OW N E R : DO N W A L K E R AD D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 RA M O N A R E S I D E N C E AD D I T I O N & R E M O D E L PR O J E C T A D D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON O EXP. 6-30-25 E OF CALIF SIGNED: 3/13/25 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 14 1 2 E S P A N O L A V E . , MO N T E B E L L O , C A 9 0 6 4 0 WW W . E C A E N G I N E E R I N G . C O M IN F O @ E C A E N G I N E E R I N G . C O M P: 5 6 2 7 0 8 3 5 8 6 FOUNDATION PLAN 3 S2.0 ROOF FRAMING PLAN scale: 1/4"=1'-0" ADDITIONAL NOTES PLAN NOTES LEGEND NOTE: CONTRACTOR IS RESPONSIBLE TO VERIFY ALL THE EXISTING CONDITION AND SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES FOUND. C.J. R E V I S I O N REVISIONSMARKDATE SHEET OF 4 TITLE CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. JOB #:DRAWN: DATE:CHECKED: 25-063 U.P. E.C.Mar. 13, 25 1 2 3 OW N E R : DO N W A L K E R AD D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 RA M O N A R E S I D E N C E AD D I T I O N & R E M O D E L PR O J E C T A D D R E S S : 26 2 2 R A M O N A D R , SA N T A A N A , C A 9 2 7 0 7 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON O EXP. 6-30-25 E OF CALIF SIGNED: 3/13/25 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 ALENGINE R RNIA E OF E SSI C77737GISTERED CIVIL R STAT E PR ON OEOFCALIF SIGNED: 3/13/25 14 1 2 E S P A N O L A V E . , MO N T E B E L L O , C A 9 0 6 4 0 WW W . E C A E N G I N E E R I N G . C O M IN F O @ E C A E N G I N E E R I N G . C O M P: 5 6 2 7 0 8 3 5 8 6 ROOF FRMG. PLAN 4 S2.1 ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER CA GREEN CA1-0 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN . Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower . When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the 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 DEVELOPMENT4.106.1 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 doors. 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 structural panels,medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joist or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.DISCLAIMER: Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (May 2024)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage . Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. S S S ISSUE AND REVISIONS CLIENT PROJECT DESIGNER: - SHEET NUMBER JURISDICTION APPROVAL 120 NEWPORT CENTER DR. NEWPORT BEACH, CA 92660 infojeanprescott@gmail.com www.jean-prescott.com 714.588.0029 Copyright-2023 Expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the written permission and consent of Jeannice Carrillo PR O J E C T F O R : 26 2 2 R A M O N A D R SA N T A A N A , C A 9 2 7 0 7 JEANNICE CARRILLO DON WALKER CA GREEN CA2-0 THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 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 FIREPLACES4.503.1 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 CONTROL4.504.1 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 CONTROL4.505.1 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 EXHAUST4.506.1 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 COMFORT4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. Y N/AYN/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (May 2024)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) TITLE 24 T24-1 RE S T R I C T I V E N O T I C E DA T E R E V I S I O N S SHEET SHEET DESCRIPTION NO : 4/2/25 RE M O D E L DATE: 26 2 2 R A M O N A D R I V E SA N T A A N A , C A 9 2 7 0 7 TH E S E D E S I G N S , D R A W I N G S , A N D SP E C I F I C A T I O N S A R E E X C L U S I V E T O GE T S T R U C T U R A L T H E S E D R A W I N G S CA N N O T B E C O P I E D , T R A N S F E R R E D , O R RE P R O D U C E D N O R C A N A N Y O T H E R ST R U C T U R E S B E B U I L T F R O M T H E M WI T H O U T W R I T T E N C O N S E N T RE V I S I O N S 30 0 0 E . B I R C H S T R E E T SU I T E 2 0 3 BR E A , C A 9 2 8 2 1 TE L : ( 9 0 9 ) 5 6 9 - 1 8 8 6 in f o @ G e t S t r u c t u r a l . c o m JOB: R24-0890 02 . 0 4 . 2 0 2 5 R 1 - R e d u c e d s c o p e 04 . 0 2 . 2 0 2 5 R 2 - S c h e d u l e TITLE 24 (CONT.) T24-2 RE S T R I C T I V E N O T I C E DA T E R E V I S I O N S SHEET SHEET DESCRIPTION NO : 4/2/25 RE M O D E L DATE: 26 2 2 R A M O N A D R I V E SA N T A A N A , C A 9 2 7 0 7 TH E S E D E S I G N S , D R A W I N G S , A N D SP E C I F I C A T I O N S A R E E X C L U S I V E T O GE T S T R U C T U R A L T H E S E D R A W I N G S CA N N O T B E C O P I E D , T R A N S F E R R E D , O R RE P R O D U C E D N O R C A N A N Y O T H E R ST R U C T U R E S B E B U I L T F R O M T H E M WI T H O U T W R I T T E N C O N S E N T RE V I S I O N S 30 0 0 E . B I R C H S T R E E T SU I T E 2 0 3 BR E A , C A 9 2 8 2 1 TE L : ( 9 0 9 ) 5 6 9 - 1 8 8 6 in f o @ G e t S t r u c t u r a l . c o m JOB: R24-0890 02 . 0 4 . 2 0 2 5 R 1 - R e d u c e d s c o p e 04 . 0 2 . 2 0 2 5 R 2 - S c h e d u l e Job#R24-0890 Remodel (909) 569-1886 | info@getstructural.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 2622 Ramona Drive Santa Ana, CA 92707 4/2/2025 SINGLE FAMILY RESIDENCE ADDITION at: BUILDING ENERGY ANALYSIS REPORT CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 GENERAL INFORMATION 01 Project Name Remodel 02 Run Title Title 24 Analysis 03 Project Location 2622 Ramona Dr 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92707 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1111 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1111 19 Glazing Percentage (%)13.67% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 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. 03 This building incorporates one or more Special Features shown below 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 13.65 0 13.33 0 0.32 Space Cooling 0 63.52 0 61.55 0 1.97 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 32.33 0 33.77 0 -1.44 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 109.5 0 108.65 0 0.85 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.77 0 7.77 Appl. & Cooking 0 32.68 0 32.68 Plug Loads 0 50.18 0 50.18 Outdoor Lighting 0 1.72 0 1.72 TOTAL COMPLIANCE 0 201.85 0 201 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 28.13 28.66 -0.53 -1.88 Net EUI2 28.13 28.66 -0.53 -1.88 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •New ductwork added is less than 25 ft. in length •Point of use 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 •Verified Refrigerant Charge •Verified heat pump rated heating capacity •Duct Sealing required if a duct system component, plenum, or air handling unit is altered •Verified Duct Design BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Remodel 1111 1 3 1 0 1 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Existing Living Area Conditioned New Heat Pump A/C1 1111 8 DHW Sys 1 Existing Unchanged OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition North Wall Existing Living Area Default Wall Prior to 197 0 Right 251.33 33.25 90 none Existing No East Wall Existing Living Area Default Wall Prior to 197 90 Front 229.33 51.42 90 none Existing No South Wall Existing Living Area Default Wall Prior to 197 180 Left 267.33 31.75 90 none Existing No West Wall Existing Living Area Default Wall Prior to 197 270 Back 370 55.4 90 none Existing No Existing Roof Existing Living Area Default Roof Prior to 197 n/a n/a 1111 n/a n/a Existing No ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Area Attic RoofExisting Living Area Ventilated 3 0.1 0.85 No No Existing No 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 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 SHGC Source Exterior Shading Status Verified Existing Condition W7N-3641 Window North Wall Right 0 1 12.2 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W7N-3641 2 Window North Wall Right 0 1 12.2 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W5N- 300211 Window North Wall Right 0 1 8.75 0.3 NFRC 0.23 NFRC Bug Screen New NA W6N-3121 Window East Wall Front 90 1 6.42 0.3 NFRC 0.23 NFRC Bug Screen New NA W2N-3021 Window East Wall Front 90 1 6.25 0.3 NFRC 0.23 NFRC Bug Screen New NA W3N-6131 Window East Wall Front 90 1 18.7 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W4N-5031 Window South Wall Left 180 1 15.4 2 0.3 NFRC 0.23 NFRC Bug Screen New NA W1N-4041 Window South Wall Left 180 1 16.3 3 0.3 NFRC 0.23 NFRC Bug Screen New NA W9N-5031 Window West Wall Back 270 1 15.4 0.3 NFRC 0.23 NFRC Bug Screen New NA SLG-E-N- 6068 Window West Wall Back 270 1 40 0.3 NFRC 0.23 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition DAN-3068 East Wall 20 0.5 New n/a 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab-on-Grade Existing Living Area 1111 165.42 none 0 80%No Existing No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Default Wall Prior to 197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Exterior Finish: 3 Coat Stucco Attic RoofExisting Living Area Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Default Roof Prior to 197 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-11 None / None 0.083 Over Ceiling Joists: R-1.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW)Point of Use DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)New NA WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition DHW Heater 1 Gas Consumer Storage 1 50 UEF 0.72 Btu/Hr 75000 0 81 97 New n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System New Heat Pump A/C1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback New No 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 1 HSPF 8.8 34200 28500 EERSEER 15 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts >= 25 ftSuppl y Retur n Suppl y Retur n Suppl y Retur n Air Distribution System 1 Unconditio ned attic Verified Design See duct desi gn See duct desi gn Atti c Atti c 12.3 2 0 No Bypass Duct Existing (not specified) Air Distribution System 1-hers-dist Existing + New No No 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist No 5.00 Not Required Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Not Required 0 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Remodel Calculation Date/Time:2025-04-02T13:54:18-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-02 13:54:33 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.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. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.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. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Paul Truong Get Structural.04/02/2025 3000 E Birch St Brea, CA 92821 9095691886 Paul Truong Get Structural.04/02/2025 3000 E Birch St Brea, CA 92821 9095691886 425-P010099862A-000-000-0000000-0000 04/02/2025 13:55 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. EC + Associates Engineering www.ecaengineering.com 1412 Espanol Ave Montebello, CA 90640 P: 562 708 3586 STRUCTURAL CALCULATIONS FOR: Fire Damage Repair of 1-STORY SFD PROJECT ADDRESS: 2622 RAMONA DR., SANTA ANA, CA 92707 SIGNED: 3/13/2025 JOB NO.: 25-063 JOB ENGR. EC JOB NO. SHEET NO. DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design_______________________________ 3 Footing shall extend_____ minimum into undisturbed soil or_____ below finish grade whichever is lower. 4 All concrete shall develop a minimum compressive strength of 2500 psi in 28 days. 5 Reinforcing steel shall conform to ASTM 615, Grade 60. 6 Structural steel shall conform to the following: Wide flange shapes ASTM A992 TS shapes ASTM A500, Grade B Pipe shapes ASTM A53 , Grade B Other rolled shapes, Bars and plates ASTM A36 7 Structural steel shall be fabricated in a shop of an approved fabricator. 8 All welding shall be done by Certified Welders. 9 Concrete Block shall conform to ASTM C90, Grade N‐1. 10 Grout shall develop 2000 psi in 28 days. 11 Mortar shall be Type S and develop 1800 psi in 28 days. 12 All lumber shall be grade marked Douglas Fir. (Grading rule No. 17) Light Framing Construction Joist & Planks No. 2 Beams & Stringers No. 1 Posts & Timbers No. 1 13 Glue Laminated Timbers shall be combination No. 24F‐V8. 14 Plywood shall conform to PS 1‐95, Structural 1. 15 All material and workmanship shall conform to the requirements of 2022 California Building Code. ROOF LOADS roof rafter composite shingles 2.5 psf 2.5 psf re‐roof 2.0 psf 2.0 psf 1/2" plywwod 1.5 psf 1.5 psf rafters 4.0 psf 4.0 psf insulation 0.5 psf Ceiling 3.0 psf beams/headers 1.0 psf MP&E/ misc.0.5 psf 0.5 psf D= 15.0 psf Lr= 20.0 psf 10.0 psf REDUCIBLE FLOOR LOADS flooring 1.0 psf 3/4" plywood 2.3 psf joist 3.0 psf ceiling 4.0 psf beams/headers 2.0 psf MP&E/ misc.2.7 psf D= 15.0 psf L= 40.0 psf EXTERIOR WALL LOADS 7/8" stucco 10.0 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.0.2 psf D= 16.0 psf INTERIOR WALL LOADS 1/2" gyp board 2.3 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.1.9 psf D= 10.0 psf ENGR. EC DATE:SHEET NO. Fb Ft Fcperp.Fc Fv E E min CONSTRUCTION 1000 650 625 1650 180 1,500,000 550,000 NO. 2 900 575 625 1350 180 1,600,000 580,000 NO. 1 1200 825 625 1000 170 1,600,000 580,000 NO. 1 1350 675 625 925 170 1,600,000 580,000 COMBINATION 2400 1100 650 1650 265 1,800,000 930,000 NO. 24F‐V8 y‐dir 1450 1100 560 1650 230 1,600,000 830,000 (1)THE ABOVE VALUES ARE TAKEN FROM THE 2018 NDS. (2)USE STANDARD GRADING RULE NO. 17. 2" GREATER THAN THAN 2" GREATER THAN THICKNESS 5" & THICKER BEAM & STRINGER LIGHT FRAMING JOIST & PLANKS WIDTH MORE THAN POST & TIMBER GLU‐LAM BEAMS THICKNESS 2" TO 4" THICK 2" TO 4' WIDE 2" TO 4" THICK 2/6/2020 17:23 DOUGLAS FIR‐LARCH DESIGN VALUES 6" & WIDER 5x5 AND LARGER WIDTH NOT MORE DESIGNATION GRADE CITY OF SANTA ANA Planning and Building Agency I (E (EI)HDR I I I I I I I I I (E 5I5fiEfi (E)12x� T.J �mwbf P,E AIDLU S. � X LLI C) CL rE L N �f) X 12 el.I �.F LNC.I 2x . 8 JOIN S) 0 ty A Ci Approved FOR PERMIT ISSUANCE V Mai (32/I�), EXF-1 Lu/ FN�ad 1211 51.1 (UNBLOCKED) (5HC�IN 544DED) I® Wood Beam LIC# : KW-06019792, Build:20.23.05.25 EC + Associates Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:TYPICAL ROOF JOIST Project File: CALC.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.1 1000 1000 1500 625 1700 620 180 675 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (ROOF) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.917: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 6.000 ft 60.68 psi= = 1,868.75 psi 2x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x6 Maximum Shear Stress Ratio 0.270 : 1 0.000 ft= = 1,713.72 psi Maximum Deflection 0 <240 180 Ratio =0 <180 Max Downward Transient Deflection 0.531 in 271Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.796 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.7964 6.044 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.360 0.360 Max Upward from Load Combinations 0.360 0.360 Max Upward from Load Cases 0.240 0.240 D Only 0.120 0.120 +D+Lr 0.360 0.360 +D+0.750Lr 0.300 0.300 +0.60D 0.072 0.072 Lr Only 0.240 0.240 Wood Beam LIC# : KW-06019792, Build:20.23.05.25 EC + Associates Engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:TYPICAL CEILING JOIST Project File: CALC.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam bracing is defined Beam-by-Beam Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 Unbraced Lengths Span # 1, Braced @ Mid Span .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 1.333 ft, (CEILING) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.553: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 6.375 ft 32.08 psi= = 1,341.78 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.143 : 1 12.192 ft= = 742.07 psi Maximum Deflection 0 <240 518 Ratio =0 <180 Max Downward Transient Deflection 0.197 in 777Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.295 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.2953 6.422 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.255 0.255 Max Upward from Load Combinations 0.255 0.255 Max Upward from Load Cases 0.170 0.170 D Only 0.085 0.085 +D+Lr 0.255 0.255 +D+0.750Lr 0.212 0.212 +0.60D 0.051 0.051 Lr Only 0.170 0.170 Job#R24-0890 Addition/Remodel (909) 569-1886 | info@getstructural.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 2622 Ramona Drive Santa Ana, CA 92707 9/3/2024 SINGLE FAMILY RESIDENCE ADDITION at: BUILDING ENERGY ANALYSIS REPORT CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 1 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 GENERAL INFORMATION 01 Project Name Addition Remodel 02 Run Title Title 24 Analysis 03 Project Location 2622 Ramona Dr 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92707 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)240 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1111 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1351 19 Glazing Percentage (%)12.25% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 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. 03 This building incorporates one or more Special Features shown below 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 2 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 10.24 0 11.34 0 -1.1 Space Cooling 0 51.16 0 49.77 0 1.39 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 46.42 0 46.42 0 0 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 107.82 0 107.53 0 0.29 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.3 0 7.3 Appl. & Cooking 0 26.96 0 26.97 Plug Loads 0 41.27 0 41.27 Outdoor Lighting 0 1.69 0 1.69 TOTAL COMPLIANCE 0 185.04 0 184.76 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 3 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 30.57 30.74 -0.17 -0.56 Net EUI2 30.57 30.74 -0.17 -0.56 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •New ductwork added is less than 25 ft. in length 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 •Quality insulation installation (QII) •Refrigerant Charge verification required if a refrigerant containing component is altered •Duct Sealing required if a duct system component, plenum, or air handling unit is altered •Verified Duct Design BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Addition Remodel 1351 1 3 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Existing Living Area Conditioned Existing FAU & A/C1 1111 8 DHW Sys 1 Existing Unchanged 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 4 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Addition Living Area Conditioned Existing FAU & A/C1 240 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition North Wall Existing Living Area Default Wall Prior to 197 0 Right 111.33 11.75 90 none Existing No East Wall Existing Living Area Default Wall Prior to 197 90 Front 229.33 53.75 90 none Existing No South Wall Existing Living Area Default Wall Prior to 197 180 Left 261.33 26.75 90 none Existing No West Wall Existing Living Area Default Wall Prior to 197 270 Back 30 0 90 none Existing No North Wall 2 Addition Living Area R-15 Wall 0 Right 180.66 38 90 none New n/a South Wall 2 Addition Living Area R-15 Wall 180 Left 35.33 0 90 none New n/a West Wall 2 Addition Living Area R-15 Wall 270 Back 340 55.28 90 none New n/a Interior East Wall Addition Living Area R-0 Wall n/a n/a 340 0 n/a New n/a Existing Roof Existing Living Area Default Roof Prior to 197 n/a n/a 1111 n/a n/a Existing No New Roof Addition Living Area R-30 Roof Attic n/a n/a 240 n/a n/a New n/a 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 5 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Area Attic RoofExisting Living Area Ventilated 3 0.1 0.85 No No Existing No Attic Addition Living Area Attic RoofAddition Living Area Ventilated 3 0.1 0.85 Yes No New n/a 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 SHGC Source Exterior Shading Status Verified Existing Condition W5N- 311300 Window North Wall Right 0 1 11.7 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W2N-2930 Window East Wall Front 90 1 8.25 0.3 NFRC 0.23 NFRC Bug Screen New NA W2N-2930 2 Window East Wall Front 90 1 8.25 0.3 NFRC 0.23 NFRC Bug Screen New NA W3N-5930 Window East Wall Front 90 1 17.2 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W4N-4930 Window South Wall Left 180 1 14.2 5 0.3 NFRC 0.23 NFRC Bug Screen New NA W1N-4230 Window South Wall Left 180 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen New NA W7N-4940 Window North Wall 2 Right 0 1 19 0.3 NFRC 0.23 NFRC Bug Screen New NA W7N-4940 2 Window North Wall 2 Right 0 1 19 0.3 NFRC 0.23 NFRC Bug Screen New NA W6N- 211300 Window West Wall 2 Back 270 1 8.75 0.3 NFRC 0.23 NFRC Bug Screen New NA W6N- 211300 2 Window West Wall 2 Back 270 1 8.75 0.3 NFRC 0.23 NFRC Bug Screen New NA 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 6 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 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 SHGC Source Exterior Shading Status Verified Existing Condition DEN-5868 Window West Wall 2 Back 270 1 37.7 8 0.3 NFRC 0.23 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition DAN-3068 East Wall 20 0.5 New n/a SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab-on-Grade Existing Living Area 1111 165.42 none 0 80%No Existing No Slab-on-Grade 2 Addition Living Area 240 132.08 none 0 80%No New n/a OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Default Wall Prior to 197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Exterior Finish: 3 Coat Stucco 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 7 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco R-0 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board Attic RoofExisting Living Area Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Attic RoofAddition Living Area Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Default Roof Prior to 197 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-11 None / None 0.083 Over Ceiling Joists: R-1.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x6 @ 16 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-15.7 insul. Cavity / Frame: R-14.3 / 2x6 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 8 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition DHW Heater 1 Gas Small Storage 1 50 EF 0.53 Btu/Hr 75000 0 80 n/a Existing No WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System Existing FAU & A/C1 Heating and cooling system other Heating Component 1 1 Cooling Component 1 1 HVAC Fan 1 Air Distribution System 1 n/a Existing No 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 9 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 1 Central gas furnace 1 AFUE - 80 n/a HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency EER/EER2/CEER Efficiency SEER/SEER2 Zonally Controlled Mulit-speed Compressor HERS Verification Cooling Component 1 Central split AC 1 EER/SEER 12.2 14 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts >= 25 ftSuppl y Retur n Suppl y Retur n Suppl y Retur n Air Distribution System 1 Unconditio ned attic Verified Design See duct desi gn See duct desi gn Atti c Atti c 12.3 2 0 No Bypass Duct Existing (not specified) Air Distribution System 1-hers-dist Existing + New No No 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 10 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist No 5.00 Not Required Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Not Required 0 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Addition Remodel Calculation Date/Time:2024-09-03T18:27:08-07:00 (Page 11 of 11) Calculation Description:Title 24 Analysis Input File Name:2622 Ramona Dr - T24.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-09-03 18:27:27 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.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. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.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. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Paul Truong Get Structural 09/03/2024 3000 E Birch St Brea, CA 92821 9095691886 Paul Truong Get Structural 09/03/2024 3000 E Birch St Brea, CA 92821 9095691886 424-P010198792A-000-000-0000000-0000 09/03/2024 18:28 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. Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020