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HomeMy WebLinkAbout1316 N Sycamore St, Unit 100 & 101 - Plan1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 9/18/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Sheet: of 1 Date: A-1 Title Sheet, Scope of Work, Vicinity Map & Notes 1316 SYCAMORE ST., SANTA ANA, CA 92701 NEW ACCESSORY DWELLING UNITS #100 & #101 N PROJECT LOCATION SCOPE OF WORK DEMOLISH EXISTING GARAGE AND CONSTRUCT 2 NEW ATTACHED ADU'S (ACCESSORY DWELLING UNITS) CONSISTING OF 1 BEDROOM AND 1 BATHROOM EACH. STRIPE 3 PARKING SPACES ADJACENT TO NEW ADU'S. VICINITY MAP SCALE: NONE 15TH. ST. 14TH. ST. WASHINGTON AVE. WASHINGTON AVE. MA I N S T . SY C A M O R E S T . BR O A D W A Y . DU R A N T S T . GENERAL NOTES: 1. The items listed here are the minimum regulations applicable to work for 1 or 2 family dwellings. 2. These requirements shall NOT supersede more restrictive specifications on the approved plans or as required by applicable codes and/or other regulations. 3. Protection of wood and wood based products from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1. (CRC R317.1) a. In crawl spaces or unexcavated areas located within the periphery of the building foundation, wood joists or the bottom of a wood structural floor where closer than 18 inches to exposed ground, wood girders where closer than 12 inches to exposed ground, and wood columns where closer than 8 inches to exposed ground. b. Wood framing members, including columns, that rest directly on concrete or masonry exterior foundation walls and are less than 8 inches from exposed ground. c. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. d. The ends of girders entering exterior masonry or concrete walls having clearances of less than ½ inch on tops, sides and ends. e. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches from the ground or less than 2 inches measured vertically from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. f. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier. The impervious moisture barrier system protecting the structure supporting floors shall provide positive drainage of water that infiltrates the moisture-permeable floor topping. g. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied between the wall and the furring strips or framing members. h. Portions of wood structural members that form the structural supports of buildings, balconies, porches or similar permanent building appurtenances where those members are exposed to the weather without adequate protection from a roof, eave, overhang or other covering that would prevent moisture or water accumulation on the surface or at joints between members. EXCEPTION: Sawn lumber used in buildings located in a geographical region where experience has demonstrated that climatic conditions preclude the need to use naturally durable or preservative-treated wood where the structure is exposed to the weather. i. Wood columns in contact with basement floor slabs unless supported by concrete piers or metal pedestals projecting not less than 1 inch above the concrete floor and separated from the concrete pier by an impervious moisture barrier. 4. Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. (CRC R317.1.1) 5. All wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure-preservative-treated wood suitable for ground contact use, except that untreated wood used entirely below groundwater level or continuously submerged in fresh water shall not be required to be pressure-preservative treated. (CRC R317.1.2) 6. Exterior coverings shall comply with Section R703. 7. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. (CRC R703.1) 8. Exterior plaster (stucco) wall assemblies shall comply with Section R703.7 and shall include a weep screed and water resistive barrier as follows (CRC R703.7.2.1 & R703.7.3): a. Weep Screed: A minimum 0.019-inch (No. 26 galvanized sheet gage), corrosion-resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 2 inches, shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches above the earth or 2 inches above paved area and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather-resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. b. Water-Resistive Barriers: Water-resistive barriers shall be installed as required in Section R703.2 and, where applied over wood-based sheathing, shall comply with Section R703.7.3.1 or R703.7.3.2. GENERAL CONSTRUCTION NOTES: 1. Prior to the start of construction, the contractor shall visit the project site and conduct a field review and shall notify the architect/engineer or owner of any discrepancies and/or conditions in the contractor's opinion that should be modify in order to complete the project in a proper manner. 2. Prior to the start of construction, owner and/or contractor shall verify any easements and obtain any required clearances, approvals and/or permits from the jurisdiction having authority. Designers shall be notified where any changes to the design is required before the start of work. 3. Prior to the start of construction, owner and/or contractor shall obtain any required clearances, approvals and/or permits from the jurisdiction having authority and/or the appropriate power company as required with regard to construction work in the proximity of existing and/or new power poles. Designers shall be notified where any changes to the design is required before the start of work. 4. Prior to the start of any landscape work and/or the removal/relocation of any existing trees, owner and/or contractor shall obtain any required clearances, approvals and/or permits from the jurisdiction having authority. Designers shall be notified where any changes to the design is required before the start of work. 5. Contractor shall verify dimensions before the start of any construction and make any necessary adjustments and align with existing framing as indicated on the plan regardless of dimensions noted and report any discrepancies to the architect/engineer or owner prior to construction. 6. Dimensions shown on plans are for general reference use only. Owner and/or contractor shall obtain the services of a licensed surveyor for situations where needed and required. 7. Where indicated on the plan for wall removal, the contractor shall verify and confirm the joist bearing directions at the project site and shall notify the architect/engineer or owner of any discrepancies before any wall removal. 8. Where indicated on the plan for wall removal, any electrical or plumbing in that wall shall be relocated as necessary (unless noted otherwise). 9. Where indicated on the plan for wall removal, the floor and ceiling areas shall be repaired and finish smooth to match the existing areas. 10. Prior to placing order of windows and doors, the contractor shall verify all windows and door sizes and shall notify the architect/engineer or owner of any discrepancies. 11. Prior to placing order of windows, skylights and doors, the contractor shall verify the brand and type with the owner. 12. If specific conditions are not detailed, then their construction shall follow standard construction practices. MECHANICAL: 1. All mechanical equipment shall be installed per the manufacturer’s installation instructions. (CMC 303.1) 2. Environmental air duct exhaust shall terminate not less than 3 feet from a property line, 10 feet from a forced air inlet, 10 feet above a public walkway, and 3 feet from openings into the building. The discharge of environmental exhaust ducts shall not be directed onto a public walkway. (CMC 502.2.1) 3. Each bathroom containing a bathtub, shower or tub/shower combination shall be mechanically ventilated for purposes of humidity control in accordance with the California Mechanical Code, Chapter 4; and the California Green Building Standards Code, Chapter 4, Division 4.5. Each bathroom required to be mechanically ventilated, shall comply with the following: (CRC R303.3.1 & CGBSC 4.506.1) a. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. b. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. c. Minimum exhaust rate of 50 cfm. ELECTRICAL: 1. Access and working space shall be provided and maintained about all electrical equipment to permit ready and safe operation and maintenance of such equipment. (CEC 110.26) 2. In general, service equipment and sub-panels to have a minimum 30 inch by 36 inch clear work space on a level surface with 78 inch clear height. (CEC 110.26(A)) 3. Electrical panels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24(D) & (E)) 4. Ground fault circuit interrupter (GFCI) protection shall be provided at all receptacle outlets in bathrooms, garages, outdoor areas, crawl spaces, basements, kitchens where the receptacles are installed to serve the countertop surfaces, sinks where receptacles are installed within 6 feet from the top inside edge of the bowl of the sink, boathouses, laundry areas. (CEC 210.8) 5. For one-and two-family dwellings, and multifamily dwellings, at least one receptacle outlet shall be installed in areas specified in 210.52(G)(1) through (G)(3). These receptacles shall be in addition to receptacles required for specific equipment. (CEC 210.52(G)) (1)Garages. In each attached garage and in each detached garage with electrical power, at least one receptacle outlet shall be installed in each vehicle bay and not more than 5-1/2 feet above the floor. (CEC 210.52(G)(1)) EXCEPTION: Garages spaces not attached to an individual dwelling unit of a multifamily dwelling shall not require a receptacle outlet in each vehicle bay. (2)Accessory Buildings. In each accessory building with electric power. (CEC 210.52(G)(2)) (3)Basements. In each separate unfinished portion of a basement. (CEC 210.52(G)(3)) 6. Combination type Arc Fault Circuit Interrupter (AFCI) circuit breakers are required for all 120V single phase 15A/20A branch circuits. Except where GFCI circuits are provided. (CEC 210.12(A)) 7. Kitchen countertops 12 inches or wider must have receptacle outlets installed so no point along the counter wall is more than 24 inches from a receptacle. (CEC 210.52(C)) 8. Kitchen island and peninsular countertops shall have at least one receptacle outlet. At least one receptacle outlet shall be located within 2 feet of the outer end of a peninsular countertop or work surface. Receptacle outlets shall be located below countertop or works surfaces: Not more than 12 inches below the countertop or work surface. Receptacles installed below a countertop or work surface shall not be located where the countertop or work surface extends more than 6 inches beyond its support base. (CEC 210.52(C)) 9. A minimum of one dedicated 20 ampere circuit is required for each bathroom and laundry room. (CEC 210.11(C)(2)&(3)) 10. In bathrooms, a GFCI protected receptacle outlet is required within 3 feet of the edge of each sink. (CEC 210.52(D)) 11. Receptacles shall not be installed within a zone measured 3 feet horizontally and 8 feet vertically from the top of the bathtub rim or shower stall threshold. The identified zone is all-encompassing and shall include the space directly over the tub or shower stall. (CEC 406.9(C)) EXCEPTION: In bathrooms with less than the required zone the receptacles(s) shall be permitted to be installed opposite the bathtub rim or shower stall threshold on the farthest wall within the room. 12. Receptacles shall be installed such that no point measured horizontally along the floor line of any wall space is more than 6 feet from a receptacle outlet. (CEC 210.52(A)(1)) 13. In dwelling units, hallways of 10 feet or more in length shall have at least one receptacle outlet. (CEC 210.52(H)) 14. Contractor shall verify the exact location of the lighting, switches, receptacles, exhaust fans and ceiling fans with the owner before installation. PLUMBING: 1. All Plumbing fixtures and fittings shall comply with the following maximum flowrates: (CGBSC 4.303.1) FIXTURE TYPE MAXIMUM FLOW RATE Water Closets 1.28 gallons/flush Showerheads – single 1.8 gpm @ 80 psi Showerheads – multiple 1.8 gpm @ 80 psi combined Lavatory faucets 1.2 gpm @ 60 psi Kitchen faucets 1.8 gpm @ 60 psi 2. A minimum 24 by 30 inch clear area shall be provided in front of each water closet, lavatory or similar fixture. No water closet shall be set closer than 15 inches from its center to a side wall or obstruction. (CPC 402.5) 3. Shower compartments, regardless of shape, shall have a minimum finished interior of 1024 square inches and shall also be capable of encompassing a 30 inch circle. (CPC 408.6) 4. The shower compartment clear dimensions shall be maintained to a point of not less than 70 inches above the shower drain outlet with no protrusions other than the fixture valve or valves, showerheads, soap dishes, shelves, and safety grab bars, or rails. (CPC 408.6) 5. Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor. (CRC R307.2) 6. When located in a garage, appliances and water heater shall be installed so that burners and burner-ignition devices are located not less than 18 inches above the garage floor. (CPC 507.13) 7. Water heaters, gas appliances and any other appliances installed in garages, along driveways or other areas subject to mechanical or vehicle damage shall be guarded agianst such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. (CPC 507.13.1) 8. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping stall be at points within the upper one third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4 inches shall be maintained above the controls with the strapping. (CPC 507.2) SMOKE & CARBON MONOXIDE ALARMS: 1. Smoke alarms complying with UL 217 shall be installed in each sleeping room, outside each separate sleeping area in the immediate vicinity of the bedrooms, and at each floor or basement level. (CRC R314) 2. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 217 and UL 2034. (CRC R315.1.1) 3. For existing buildings and new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. (CRC R315.2.1) 1. The dwelling unit contains a fuel-fired appliance or fireplace. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 4. Carbon monoxide alarms in dwelling units shall be installed and maintained in accordance with the manufacturer's published instructions in the following locations: (CRC R315.3) 1. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. 2. On every occupiable level of a dwelling unit, including basements. 3. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. 5. Combination carbon monoxide and smoke alarms shall be permitted to be used in lieu of carbon monoxide alarms. (CRC R315.4) DOORS & EGRESS WINDOWS: 1. At least one egress door shall be provided for each dwelling unit. (CRC R311.2) 2. The required egress door shall be side-hinged, and shall provide a clear width of not less than 32 inches where measured between the face of the door and the stop, with the door open 90 degrees. The clear height of the door opening shall be not less than 78 inches in height measured from the top of the threshold to the bottom of the stop. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (CRC R311.2) 3. There shall be a landing or floor on each side of each exterior door. The width of each landing shall be not less than the door served. Landings shall have a dimension of not less than 36 inches measured in the direction of travel. The slope at exterior landings shall not exceed 1 4 unit vertical in 12 units horizontal (2 percent). (CRC R311.3) 4. Landings or finished floors at the required egress door shall be not more than 1-1/2 inches lower than the top of the threshold. (CRC R311.3.1) EXCEPTION: The landing or floor on the exterior side shall be not more than 7-3/4 inches below the top of the threshold provided that the door does not swing over the landing or floor. 5. Every sleeping room, basement and habitable attic shall have at least one operable emergency escape and rescue opening. (CRC R310.1) 6. All emergency escape and rescue openings shall have a minimum clear opening of 5.7 square feet, with a minimum net clear opening height of 24 inches and width of 20 inches. The bottom of the clear opening shall be a maximum of 44 inches measured from the floor. (CRC R310.2) ADDITIONAL NOTES: 1. Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. 2. Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request. 3. The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”. ABBREVIATIONS (E) (N) A.B. B.N. C.J. CL Conc. E.N. Existing New Anchor Bolt Boundary Nail Ceiling Joist Centerline Concrete End Nail F.G. F.J. HDR Max. Min. NTS O.C. P.T. Finished Grade Floor Joist Header Maximum Minimum Not To Scale On Center Preservative Treated R.B. R.R. SF SQ. STR. T.O. TYP. W/ Ridge Board Roof Rafter Square Feet Square Structural Top Of Typical With PROPERTY OWNER: JAMAL HASAN 142 IMAGINATION TRAIL IRVINE, CA 92620 debwanyapt@gmail.com 714-204-8702 CONTACT INFO. DESIGNER: KTA DRAFTING & DESIGN SERVICES, LLC ATTN: KEVIN TA 222 W. 6TH ST, SUITE 400 SAN PEDRO, CA 90731 kevin.ta@ktadrafting.com 310-940-9022 OWNER'S REPRESENTATIVE: CASITAS DEVELOPMENT SERVICES ATTN: GINA WIECZOREK 251 S. LAKE AVE, SUITE 320 PASADENA, CA 91101 gina@casitasdevelopment.com 805-712-3119 DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. ADOPTED CODES · 2022 CALIFORNIA RESIDENTIAL CODE · 2022 CALIFORNIA BUILDING CODE · 2022 CALIFORNIA MECHANICAL CODE · 2022 CALIFORNIA ELECTRICAL CODE · 2022 CALIFORNIA PLUMBING CODE · 2022 CALIFORNIA GREEN BUILDING CODE · 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE (WITH CITY OF SANTA ANA AMENDMENTS) PROJECT DATA BUILDING · EXISTING MULTI-FAMILY DWELLING (NON-SPRINKLERED) BUILDING AREA EXISTING RESIDENCE...................2916 SF NEW ADU UNIT #100........................427 SF NEW ADU UNIT #101........................427 SF NEW FRONT PORCH FOR UNIT #100...................................60 SF NEW FRONT PORCH FOR UNIT #101...................................60 SF OCCUPANCIES · EXISTING MULTI-FAMILY DWELLING (2916 SF).............. · NEW ADU'S (854 SF)............... CONSTRUCTION TYPE · TYPE........................................ GROUP R-2 GROUP R-3 V-B LEGAL DESCRIPTION · A TR WALTONS ADD BLK LOT ASSESSMENT NUMBER · APN: 398-523-14 NUMBER OF STORIES · EXISTING MULTI-FAMILY DWELLING....... · NEW ADU'S ................................................ 2 1 FLOOD ZONE · FLOOD ZONE...........................ZONE X ADU SF TO MFD SF RATIO ADU SF MFD SF 854 SF 2916 SF== 0.293 AUTOMATIC FIRE SPRINKLER................NO TITLE SHEET INDEX A-1 NO. 1 2 A-2 PROPOSED ELECTRICAL LAYOUT & CONSTRUCTION NOTES A-3 ELEVATIONS & SECTION CUT S-1 FOUNDATION PLAN & FRAMING PLAN 3 4 5 6 7 8 9 SD-1 CG-1 CAL GREEN NOTES CG-2 A-4 CONSTRUCTION DETAILS CAL GREEN NOTES EXISTING & PROPOSED SITE PLANS A-5 TITLE SHEET, SCOPE OF WORK, VICINITY MAP & NOTES PROPOSED ROOF PLAN & PROPOSED FLOOR PLAN - SITE DRAINAGE PLAN SD-2 CONSTRUCTION DETAILS 10 11 12 13 14 15 16 17 18 T24 T24 T24 T24 T24 T24 T24 TITLE 24 ENERGY COMPLIANCE (UNIT #100) TITLE 24 ENERGY COMPLIANCE (UNIT #100) TITLE 24 ENERGY COMPLIANCE (UNIT #101) TITLE 24 ENERGY COMPLIANCE (UNIT #101) TITLE 24 - RESIDENTIAL MANDATORY REQUIREMENTS SUMMARY TITLE 24 - RESIDENTIAL MANDATORY REQUIREMENTS SUMMARY TITLE 24 - RESIDENTIAL MANDATORY REQUIREMENTS SUMMARY Bldg#'s 101115528-30 Issued 11/01/23 Approvals: PLNG - FArias BLDG- JLo PD - BMartin 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 6/22/2023 9 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Existing & Proposed Site Plans No part of this plan may be reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. DR A F T I N G & D E S I G N S E R V I C E S , L L C Sheet:of2 KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m Date: A-2 NOTE: SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES WITHIN THE FIRST 10 FEET. (R401.3). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT LESS THAN 2 PERCENT AWAY FROM THE BUILDING. SY C A M O R E S T . (E ) D R I V E W A Y N EXISTING SITE PLAN SCALE: 1" = 8' PROPOSED SITE PLAN SCALE: 1" = 8' ROOF LINE (TYP.) (E) WATER METER ROOF LINE (TYP.) ADU (UNIT #101) PROPERTY LINE 105' PROPERTY LINE 105' PR O P E R T Y L I N E 6 0 ' PR O P E R T Y L I N E 6 0 ' (E) FOUR-PLEX APARTMENT (TWO-STORES) TO REMAIN AS IS. (E) PARKING SPACES (3 TOTAL) TO REMAIN AS IS. (E) GARAGE TO BE DEMOLISHED. SY C A M O R E S T . (E ) D R I V E W A Y N PROPERTY LINE 105' PROPERTY LINE 105' PR O P E R T Y L I N E 6 0 ' PR O P E R T Y L I N E 6 0 ' (E) FOUR-PLEX APARTMENT (TWO-STORES) TO REMAIN AS IS. (E) PARKING SPACES (3 TOTAL) TO REMAIN AS IS. CONSTRUCT TWO (N) ADU UNITS. (E) ELECTRICAL SERVICE PANEL LOCATION (N) PARKING SPACES (3 TOTAL) 8'-6" (TYP.) 18'-0" (TYP.) 30'-6" 28'-0" 4'-0" TO WALL 4'-0" TO WALL 6'-0" WALL TO WALL NORTH WALL TO BE 1-HR FIRE RATED WALL - 5 8" TYPE "X" DRYWALL ON THE INTERIOR SIDE AND 7 8" STUCCO ON THE EXTERIOR SIDE. (FIREBLOCKING IS TO BE PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING.) WEST WALL TO BE 1-HR FIRE RATED WALL - 5 8" TYPE "X" DRYWALL ON THE INTERIOR SIDE AND 7 8" STUCCO ON THE EXTERIOR SIDE. EAST WALL TO BE 1-HR FIRE RATED WALL - 5 8" TYPE "X" DRYWALL ON THE INTERIOR SIDE AND 7 8" STUCCO ON THE EXTERIOR SIDE. NOTE: NO LAUNDRY FACILITIES ONSITE. NOTE: NO LAUNDRY FACILITIES ONSITE. ADU (UNIT #100) 5'-0" 12'-0" NEW FRONT PORCH (5'x12') 12'-0" 5'-0" NEW FRONT PORCH (5'x12') BUILDING AREA EXISTING RESIDENCE...................2916 SF NEW ADU UNIT #100........................427 SF NEW ADU UNIT #101........................427 SF NEW FRONT PORCH FOR UNIT #100...................................60 SF NEW FRONT PORCH FOR UNIT #101...................................60 SF TOTAL LOT COVERAGE APARTMENT FOOTPRINT AREA = 1472 SF NEW ADU'S = 854 SF NEW FRONT PORCHES = 120 SF TOTAL AREA ON LOT = 1472 SF 854 SF + 120 SF 2446 SF LOT SIZE = 6300 SF TOTAL LOT COVERAGE = 2446 SF 6300 SF = 39% NOTE: ON-SITE LAUNDRY ROOM LOCATED AT 1320 SYCAMORE ST. (UNDER SAME PROPERTY OWNER & MANAGEMENT.) 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 9/15/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Sheet:of3 Date: A-3 Proposed Roof Plan & Proposed Floor Plan DOOR & WINDOW SCHEDULE SYMBOL A TYPE B C D WIDTH HEIGHT 6'-8"(N) EXTERIOR SWING DOOR 5'-0" 4'-0" (N) INTERIOR SWING DOOR 4'-0" (N) SLIDING DOOR (TEMPERED GLASS) (N) SLIDING WINDOW 3'-0" 6'-8"2'-6" LEGEND: NEW WALL (2"X4" STUDS @ 16" O.C., UNLESS NOTED OTHERWISE) EXISTING WALL - - NOTE: PRIOR TO ORDERING/PURCHASING PLUMBING FIXTURES, VANITY & CABINETS, CONTRACTOR SHALL VERIFY WITH OWNER. (N) LIVING ROOM (N) KITCHEN (N) BEDROOM (N) BATH (N ) C L O S E T PROPOSED FLOOR PLAN SCALE: 1" = 4' ATTIC VENTILATION CALCULATION NEW ACCESSORY DWELLING UNITS 854 SF/150 = 5.70 SF REQUIRED 5.70 SF * 144 SQ. IN./SF = 820 SQ. IN. REQUIRED 24" x 12" HALF-ROUND DORMER VENT, NET FREE AREA = 100 SQ. IN. USE:10 (24" x 12" HALF-ROUND DORMER VENT) = 10 (100 SQ. IN.) = 1,000 SQ. IN. TOTAL VENTILATION PROVIDED = 1,000 SQ. IN. PROVIDED > REQUIRED 1,000 SQ. IN. > 820 SQ. IN. THEREFORE OKAY. PROPOSED ROOF PLAN SCALE: 1" = 4' NOTE: 1.NEW ROOFING SHALL BE GAF ASPHALT SHINGLES ICC-ESR #3267 OR EQUIVALENT. (MINIMUM CLASS C.) (N) VENT (TYP.) E 2'-0"2'-0"(N) SLIDING WINDOW (TEMPERED GLASS & OBSCURE) 6'-8" NOTE: PLUMBING WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 1 A-4 WALL SEPARATING DWELLING UNITS TO BE 1-HR FIRE RATED & 50 STC SOUND RATED. SIMILAR TO DETAIL BUT WITH 2x6 STUDS AT 16" O.C. ANY PENETRATIONS SHALL COMPLY WITH SECTION R302.4. SEE NOTES ON SHEET A-4. (N) ATTIC ACCESS (30"x30" MIN.) D A DD C E B B (N) LIVING ROOM (N) BEDROOM (N) BATH (N ) C L O S E T D A DD C E B B (N) CABINETS (N) ATTIC ACCESS (30"x30" MIN.) (N) REFRIGERATOR 15'-3" 5'-0" 8'-0" 3'-0"2'-8" 11'-4.5" 28'-0" 15'-3" 5'-0" 8'-0" 3'-0"2'-8" 11'-4.5" 28'-0" 30'-6" A A-5 A A-5 N N ADU (UNIT #101) ADU (UNIT #100) 4:12 SLOPE 2:12 SLOPE 4:12 SLOPE 2:12 SLOPE NOTES: 1.ALL NEW GLAZING SHALL HAVE MAXIMUM U-FACTOR VALUE AND MAXIMUM SHGC (SOLAR HEAT GAIN COEFFICIENT) VALUE PER TITLE 24 REPORT. 2.PRIOR TO ORDERING/PURCHASING DOORS AND WINDOWS, CONTRACTOR SHALL VERIFY WITH OWNER. (N) TANKLESS WATER HEATER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. GROUND FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE DOOR THRESHOLD. (N) CABINETS GROUND FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE DOOR THRESHOLD. (TEMPERED GLASS) (TEMPERED GLASS) (TEMPERED GLASS) (TEMPERED GLASS) (TEMPERED GLASS) (TEMPERED GLASS) GROUND FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE DOOR THRESHOLD. GROUND FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE DOOR THRESHOLD. (N) MINI SPLIT CONDENSER TO BE INSTALLED PER MANUFACTURER. (N) REFRIGERATOR (N) TANKLESS WATER HEATER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (N) MINI SPLIT AIR HANDLER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (N) MINI SPLIT AIR HANDLER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (N) MINI SPLIT AIR HANDLER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (N) MINI SPLIT AIR HANDLER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (N) RANGE HOOD/EXHAUST SHALL BE PROVIDED (100 CFM MINIMUM). (N) RANGE HOOD/EXHAUST SHALL BE PROVIDED (100 CFM MINIMUM). (N) KITCHEN 8'-0"7'-0" 10'-0" 7'-6.25" 7'-6.25" 7'-0"8'-0" 10'-0" (N) MINI SPLIT CONDENSER TO BE INSTALLED PER MANUFACTURER. 2'-0" 2'-0" 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 9/15/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Sheet:of4 Date: A-4 Proposed Electrical Layout & Construction Notes NOTE: PLUMBING WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. NOTE: PRIOR TO INSTALLATION OF LIGHT FIXTURES, SWITCHES AND OUTLETS, CONTRACTOR SHALL VERIFY LOCATIONS WITH OWNER. 2NTS 1.A MINIMUM 24" x 30" CLEAR AREA SHALL BE PROVIDED IN FRONT OF EACH WATER CLOSET. NO WATER CLOSET SHALL BE SET CLOSER THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION. (CPC 402.5) 2.SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1024 SQUARE INCHES AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 INCH CIRCLE. (CPC 408.6) TYPICAL WATER CLOSET CLEARANCE AND SHOWER CLEARANCE/MINIMUM AREA 30" MIN. CLR. CL 15" MIN. CLR. 15" MIN. CLR. 24" MIN. CLR. 30" MIN. DIAMETER CLR. 30" MIN. DIAMETER CLR. MIN. 1024 SQUARE INCHES MIN. 1024 SQUARE INCHES ELECTRICAL LEGEND: DUPLEX RECEPTACLE WITH ARC FAULT INTERRUPTER GFCI S DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER SINGLE POLE SWITCH S 3-WAY SWITCH 3 CEILING LIGHT FIXTURE EXHAUST FAN (Exhaust fans shall be 50 CFM minimum, ENERGY STAR compliant and be ducted to terminate outside the building. Exhaust fans must be controlled by a humidity control.) ELECTRICAL WIRING S SINGLE POLE SWITCH WITH VACANCY SENSOR S 3-WAY SWITCH WITH VACANCY SENSOR3 vc vc WALL LIGHT FIXTURE LEGEND: NEW WALL (2"X4" STUDS @ 16" O.C., UNLESS NOTED OTHERWISE) EXISTING WALL - - - CM SMOKE DETECTOR CARBON MONOXIDE DETECTOR - - SD WALL TO BE DEMOLISH PROPOSED ELECTRICAL LAYOUT SCALE: 1" = 4' (N) ATTIC ACCESS (30"x30" MIN.) (N) ATTIC ACCESS (30"x30" MIN.) CM SD SD S GFCISSS GF C I GF C I GF C I S S S vc SD S GFCISSS GF C I GF C I GF C I S S vc N FIRE-RESISTANT CONSTRUCTION: R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E119, UL 263 or Section 703.2.2 of the California Building Code. Such separation shall be provided regardless of whether a lot line exists between the two dwelling units or not. Fire-resistance rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Exceptions: 1. A fire-resistance rating of 1 2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section R313. 2. Wall assemblies need not extend through attic spaces where the ceiling is protected by not less than 5/8-inch Type X gypsum board, an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings and the structural framing supporting the ceiling is protected by not less than 1/2-inch gypsum board or equivalent. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies shall have an equal or greater fire-resistance rating. R302.4 Dwelling unit rated penetrations. Penetrations of wall or floor-ceiling assemblies required to be fire-resistance rated in accordance with Section R302.2 or R302.3 shall be protected in accordance with this section. R302.4.1 Through penetrations. Through penetrations of fire-resistance-rated wall or floor assemblies shall comply with Section R302.4.1.1 or R302.4.1.2. Exceptions: 1. Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space shall be protected as follows: 1.1. In concrete or masonry wall or floor assemblies, concrete, grout or mortar shall be permitted where installed to the full thickness of the wall or floor assembly or the thickness required to maintain the fire-resistance rating, provided that both of the following are complied with: 1.1.1. The nominal diameter of the penetrating item is not more than 6 inches. 1.1.2. The area of the opening through the wall does not exceed 144 square inches. 1.2. The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cotton waste where subjected to ASTM E119 or UL 263 time temperature fire conditions under a positive pressure differential of not less than 0.01 inch of water (3 Pa) at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. 2. The annular space created by the penetration of water-filled fire sprinkler piping, provided that the annular space is filled using a material complying with Item 1.2 of Exception 1. R302.4.1.1 Fire-resistance-rated assembly. Penetrations shall be installed as tested in the approved fire-resistance-rated assembly. R302.4.1.2 Penetration firestop system. Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a positive pressure differential of not less than 0.01 inch of water (3 Pa) and shall have an F rating of not less than the required fire-resistance rating of the wall or floor-ceiling assembly penetrated. R302.4.2 Membrane penetrations. Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire-resistance rating, recessed fixtures shall be installed so that the required fire-resistance rating will not be reduced. Exceptions: 1. Membrane penetrations of not more than 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that do not exceed 16 square inches in area provided that the aggregate area of the openings through the membrane does not exceed 100 square inches in any 100 square feet of wall area. The annular space between the wall membrane and the box shall not exceed 1 8 inch. Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches where the wall or partition is constructed with individual noncommunicating stud cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall cavity is filled with cellulose loose-fill, rockwool or slag mineral wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2. Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1 8 inch unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By solid fireblocking in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. By other listed materials and methods. 3. The annular space created by the penetration of a fire sprinkler or water-filled fire sprinkler piping, provided that the annular space is covered by a metal escutcheon plate. 4. Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed material that have been tested for use in fire resistance-rated assemblies and are installed in accordance with the instructions included in the listing. 1 CM SD DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. ELECTRIC READY NOTES: Water Heating system (water heater) (Section 150.0(n)) a.Systems using gas or propane water heaters to serve individual dwelling units shall designate a space at least 2.5 feet by 2.5 feet wide and 7 feet tall suitable for the future installation of a heat pump water heater (HPWH) by meeting either A or B listed under Section 150.0(n). A.If the designated space is within 3 feet from the water heater: i.A dedicated 125 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG copper branch circuit, within 3 feet from the water heater. ii.Isolate both ends of the unused conductor. iii.A reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker iv.A condensate drain that allows natural draining of the water heater. B.If the designated space is more than 3 feet from the water heater: see additional Code requirements. b.When a second water heater is installed as part of the addition shall comply with Section (150.2(a)(D). Energy Storage System (ESS) Ready: All single-family residences that include one or two dwelling units, and ADU shall meet the following: a.At least one of the following shall be provided: i.ESS ready interconnection equipment [auto transfer switch and panel] with a minimum backed-up capacity of 60 amps and a minimum of four ESS-supplied branch circuits, or ii.A dedicated, minimum 1" raceway from the main service to a subpanel that supplies the branch circuits in Section 150.0(s)(2). b.A minimum of four branch circuits shall be supplied by the ESS: the refrigerator, one lighting circuit shall be located near the primary egress, and at least one circuit shall supply a sleeping room receptacle outlet. c.The main panelboard shall have a minimum busbar rating of 225 amperes with space to install future isolation equipment/transfer switch within 3 feet. Heat pump space heater (furnace) ready: System using gas furnace to serve individual dwelling units shall include a dedicated 240 volt, minimum 30 amps branch circuit wiring shall be installed within 3-ft from the furnace for a future heat pump space heater installation. Electric cooktop ready: System using gas to serve individual dwelling units shall include a dedicated 240 volt, minimum 50 amps circuit wiring shall be installed within 3-ft from the cooktop for a future electric cooktop installation. Electric clothes dryer ready: Clothes dryer using gas to serve individual dwelling units shall include a dedicated 240 volt, minimum 30 amps branch circuit wiring shall be installed 3-ft from the clothes dryer location for a future electric clothes dryer installation. S SS S S NOTE: EXTERIOR RECEPTACLE OUTLETS SHALL BE GFCI, WATERPROOF AND TAMPER RESISTANT. GFCI GFCI GFCI GFCI NOTE: CONTRACTOR SHALL INSTALL APPLIANCES PER TITLE 24 REPORT AND OWNER. COMPLIANCE WITH ELECTRIC READY ITEMS SHALL BE MET. SEE "ELECTRIC READY NOTES" ON THIS SHEET. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 6/22/2023 9 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 No part of this plan may be reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. DR A F T I N G & D E S I G N S E R V I C E S , L L C Sheet:of5 KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m Date: A-5 Elevations & Section Cut (N) STUCCO (N) VENT (TYP.) FIREBLOCKING IS TO BE PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. NORTH WALL BE TO 1-HR FIRE RATED 7 8" STUCCO 5 8" TYPE "X" DRYWALL EAST ELEVATION SCALE: 1" = 4' NORTH ELEVATION SCALE: 1" = 4' WEST ELEVATION SCALE: 1" = 4' SOUTH ELEVATION SCALE: 1" = 4' SECTION CUT A-A SCALE: 1" = 4' 1 A-4 WALL SEPARATING DWELLING UNITS TO BE 1-HR FIRE RATED & 50 STC SOUND RATED. SIMILAR TO DETAIL BUT WITH 2x6 STUDS AT 16" O.C. ANY PENETRATIONS SHALL COMPLY WITH SECTION R302.4. SEE NOTES ON SHEET A-4. C EE CDD D D D D A A (N) VENT (TYP.) (N) VENT (TYP.) (N) STUCCO (N) STUCCO (N) STUCCO F.G.F.G. F.G.F.G. ROOF SHEATHING WITH RADIANT BARRIER IF REQUIRED BY TITLE 24 REPORT CEILING INSULATION PER TITLE 24 REPORT WALL INSULATION PER TITLE 24 REPORT 9'-0" 15'-5" 15'-5" (N) VENT (TYP.) 7'-8" 15'-5" 7'-8" 15'-5" 7'-8" 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/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 (January 2023)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 6/22/2023 9 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 No part of this plan may be reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. DR A F T I N G & D E S I G N S E R V I C E S , L L C Sheet:of8 KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m Date: CG-1 CAL Green Notes 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/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 2 (January 2023)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 6/22/2023 9 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 No part of this plan may be reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. DR A F T I N G & D E S I G N S E R V I C E S , L L C Sheet:of9 KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m Date: CG-2 CAL Green Notes 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU - GRADING PERMIT EXEMPTION CHECKLIST PCC-16 REV: 09/03/2020 Page 1 of 1 THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading permit shall be required. Project Address: Yes No 1. ☐ ☐ I have provided two sets of site drainage plans that is stamped, signed and dated by a California professional civil engineer, to be submitted with the building submittal package. 2. ☐ ☐ I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. 3. ☐ ☐ The site drainage plans include the following, but not limited to, location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 4. ☐ ☐ I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 5. ☐ ☐ I have designed grading such that it will not adversely affect the adjoining properties. 6. ☐ ☐ I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swale to ensure drainage away from the structure. I have designed any impervious surfaces within 10 feet of the building foundation to be sloped not less than 2 percent away from the building. 7. ☐ ☐ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Licensed Number: Date: Phone Number: Email Address: 1316 S. Sycamore Street x x x x x x x Yang Hu C81754, Exp. 3/31/2024 714-606-3655 info@pearlcityinc.com 1/18/2022 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 OPERATING AGREEMENT of Debwany Apartments LLC This Operating Agreement (the "Agreement") made and entered into this 17th day of April, 2019 (the "Execution Date"), BY: Jamal Hasan of 115 Doverwood, Irvine, CA 92620 (the "Member"). BACKGROUND: A.The Member wishes to be the sole member of a limited liability company. B.The terms and conditions of this Agreement will govern the Member within the limited liability company. IN CONSIDERATION OF and as a condition of the Member entering into this Agreement and other valuable consideration, the receipt and sufficiency of which is acknowledged, the Member agrees as follows: Formation 1.By this Agreement, the Member forms a Limited Liability Company (the "Company") in accordance with the laws of the State of California. The rights and obligations of the Member will be as stated in the California Revised Uniform Limited Liability Company Act (the "Act") except as otherwise provided in this agreement. Name 2.The name of the Company will be Debwany Apartments LLC. Sole Member 3.While the Company consists only of one Member, any reference in this Agreement to two or more Members and that requires the majority consent or unanimous consent of Members, or that requires a certain percentage vote of Members, should be interpreted as only requiring the Page 1 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 consent or vote of the sole Member. Purpose 4.Multi-Family Rental Property. Term 5.The Company will continue until terminated as provided in this Agreement or may dissolve under conditions provided in the Act. Place of Business 6.The Principal Office of the Company will be located at 2935 North Mountain ave, San Bernardino, CA 92404 or such other place as the Member may from time to time designate. Capital Contributions 7.The following table shows the Initial Contributions of the Member. The Member agrees to make the Initial Contributions to the Company in full, according to the following terms: Member Contribution Description Value of Contribution Jamal Hasan $0.00 Allocation of Profits/Losses 8.Subject to the other provisions of this Agreement, the Net Profits or Losses, for both accounting and tax purposes, will accrue to and be borne by the sole Member: Jamal Hasan of 115 Doverwood, Irvine, CA 92620. 9.Where the Company consists of two or more Members, no Member will have priority over any other Member for the distribution of Net Profits or Losses. Nature of Interest 10.A Member's interest in the Company will be considered personal property, and will at no time be considered real property. LLC Operating Agreement Page 2 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Withdrawal of Contribution 11.Where the Company consists of two or more Members, no Member will withdraw any portion of their Capital Contribution without the unanimous consent of the other Members. Liability for Contribution 12.A Member's obligation to make their required Capital Contribution can only be compromised or released with the consent of all remaining Members or as described elsewhere in this Agreement. If a Member does not make the Capital Contribution when it is due, he is obligated at the option of any remaining Members to contribute cash equal to the agreed value of the Capital Contribution. This option is in addition to and not in lieu of any others rights, including the right to specific performance that the Company may have against the Member. Additional Contributions 13.No Member will be required to make Additional Contributions. Any changes to Capital Contributions will not affect any Member's Interests except with the unanimous consent of the Members. 14.Any advance of money to the Company by any Member in excess of the amounts provided for in this Agreement or subsequently agreed to, will be deemed a debt due from the Company rather than an increase in the Capital Contribution of the Member. This liability will be repaid with interest at such rates and times to be determined by a majority of the Members. This liability will not entitle the lending Member to any increased share of the Company's profits nor to a greater voting power. Repayment of such debts will have priority over any other payments to Members. Capital Accounts 15.An individual capital account will be maintained for each Member and their initial Capital Contribution will be credited to this account. Any Additional Contributions made by any Member will be credited to that Member's individual Capital Account. Interest on Capital 16.No borrowing charge or loan interest will be due or payable to any Member on their agreed Capital Contribution inclusive of any agreed Additional Contributions. LLC Operating Agreement Page 3 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Management 17.Management of this Company is vested in the Member. Authority to Bind Company 18.Only the following individuals have authority to act for or bind the Company in contract: -___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Duty of Loyalty 19.Any Member may invest in or engage in any business of any type, including without limitation, a business that is similar to the business of the Company whether or not in direct competition with the Company and whether or not within the established or contemplated market regions of the Company. Neither the Company nor any Member will have any right to that opportunity or any income derived from that opportunity. Duty to Devote Time 20.Each Member will devote such time and attention to the business of the Company as the majority of the Members will from time to time reasonably determine for the conduct of the Company business. Member Meetings 21.Where the Company consists of two or more Members, a meeting may be called by any Member providing that reasonable notice has been provided to the other Members. 22.Member meetings will be held at any location that the Members may from time to time designate. Voting 23.Where the Company consists of two or more Members, each Member will be entitled to cast votes on any matter based upon the proportion of that Member's Capital Contributions in the Company. LLC Operating Agreement Page 4 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Admission of New Members 24.No new Members may be admitted into the Company. Voluntary Withdrawal of a Member 25.The voluntary withdrawal of a Member will result in the dissolution of the Company. 26.It remains incumbent on the withdrawing Member to exercise this dissociation in good faith and to minimize any present or future harm done to the remaining Members as a result of the withdrawal. Involuntary Withdrawal of a Member 27.Where the Company consists of two or more Members, events leading to the involuntary withdrawal of a Member from the Company will include but not be limited to: death of a Member; Member mental incapacity; Member disability preventing reasonable participation in the Company; Member incompetence; breach of fiduciary duties by a Member; criminal conviction of a Member; Operation of Law against a Member or a legal judgment against a Member that can reasonably be expected to bring the business or societal reputation of the Company into disrepute. Expulsion of a Member can also occur on application by the Company or another Member, where it has been judicially determined that the Member: has engaged in wrongful conduct that adversely and materially affected the Company's business; has willfully or persistently committed a material breach of the Operating Agreement or of a duty owed to the Company or to the other Members; or has engaged in conduct relating to the Company's business that makes it not reasonably practicable to carry on the business with the Member. 28.The involuntary withdrawal of a Member will result in the dissolution of the Company. Dissociation of a Member 29.Where the Company consists of two or more Members, in the event of either a voluntary or involuntary withdrawal of a Member, if the remaining Members elect to purchase the interest of the withdrawing Member, the remaining Members will serve written notice of such election, including the purchase price and method and schedule of payment for the withdrawing Member's interest, upon the withdrawing Member, their executor, administrator, trustee, committee or analogous fiduciary within a reasonable period after acquiring knowledge of the change in circumstance to the affected Member. LLC Operating Agreement Page 5 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 30.Any remaining Members retain the right to seek damages from a dissociated Member where the dissociation resulted from a malicious or criminal act by the dissociated Member or where the dissociated Member had breached their fiduciary duty to the Company or was in breach of this Agreement or had acted in a way that could reasonably be foreseen to bring harm or damage to the Company or to the reputation of the Company. 31.A dissociated Member will only have liability for Company obligations that were incurred during their time as a Member. On dissociation of a Member, the Company will prepare, file, serve, and publish all notices required by law to protect the dissociated Member from liability for future Company obligations. 32.Where any remaining Members have purchased the interest of a dissociated Member, the purchase amount will be paid in full, but without interest, within 90 days of the date of withdrawal. The Company will retain exclusive rights to use of the trade name and firm name and all related brand and model names of the Company. Right of First Purchase 33.Where the Company consists of two or more Members, in the event that a Member's Interest in the Company is or will be sold, due to any reason, the remaining Members will have a right of first purchase of that Member's Interest. Assignment of Interest 34.In the event that a Member’s interest in the company is transferred or assigned as the result of a court order or Operation of Law, the trustee in bankruptcy or other person acquiring that Member's interest in the Company will only acquire that Member's economic rights and interests and will not acquire any other rights of that Member or be admitted as a Member of the Company or have the right to exercise any management or voting interests. Valuation of Interest 35.Where the Company consists of two or more Members, a Member's financial interest in the Company will be in proportion to their Capital Contributions, inclusive of any Additional Capital Contributions. 36.In the absence of a written agreement setting a value, the value of the Company will be based on the fair market value appraisal of all Company assets (less liabilities) determined in accordance with generally accepted accounting principles (GAAP). This appraisal will be conducted by an LLC Operating Agreement Page 6 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 independent accounting firm agreed to by all Members. An appraiser will be appointed within a reasonable period of the date of withdrawal or dissolution. The results of the appraisal will be binding on all Members. 37.No allowance will be made for goodwill, trade name, patents or other intangible assets, except where those assets have been reflected on the Company books immediately prior to valuation. Dissolution 38.The Company may be dissolved by a unanimous vote of the Members. The Company will also be dissolved on the occurrence of events specified in the Act. 39.Upon Dissolution of the Company and liquidation of Company property, and after payment of all selling costs and expenses, the liquidator will distribute the Company assets to the following groups according to the following order of priority: a.in satisfaction of liabilities to creditors except Company obligations to current Members; b.in satisfaction of Company debt obligations to current Members; and then c.to the Member. 40.The claims of each priority group will be satisfied in full before satisfying any claims of a lower priority group. Any excess of Company assets after liabilities or any insufficiency in Company assets over liabilities under this section will be resolved by the Member. Where there are two or more Members, Company liabilities will be resolved by the Members in proportion to the Members' financial interest as set out in the Valuation of Interest section of this Agreement. Records 41.The Company will at all times maintain accurate records of the following: a.Information regarding the status of the business and the financial condition of the Company; b.A copy of the Company federal, state, and local income taxes for each year; LLC Operating Agreement Page 7 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 c.Name and last known business, residential, or mailing address of each Member, as well as the date that person became a Member; d.A copy of this Agreement and any articles or certificate of formation, as well as all amendments, together with any executed copies of any written powers of attorney pursuant to which this Agreement, articles or certificate, and any amendments have been executed; and e.The cash, property, and services contributed to the Company by each Member, along with a description and value, and any contributions that have been agreed to be made in the future. 42.Each Member has the right to demand, within a reasonable period of time, a copy of any of the above documents for any purpose reasonably related to their interest as a Member of the Company, at their expense. Books of Account 43.Accurate and complete books of account of the transactions of the Company will be kept in accordance with generally accepted accounting principles (GAAP) and at all reasonable times will be available and open to inspection and examination by any Member. The books and records of the Company will reflect all the Company’s transactions and will be appropriate and adequate for the business conducted by the Company. Banking and Company Funds 44.The funds of the Company will be placed in such investments and banking accounts as will be designated by the Member. All withdrawals from these accounts will be made by the duly authorized agent or agents of the Company as appointed by unanimous consent of the Members. Company funds will be held in the name of the Company and will not be commingled with those of any other person or entity. Audit 45.Any Member will have the right to request an audit of the Company books. The cost of the audit will be borne by the Company. The audit will be performed by an accounting firm acceptable to all the Members. Where the Company consists of two or more Members, not more than one (1) audit will be required by any or all of the Members for any fiscal year. LLC Operating Agreement Page 8 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Tax Treatment 46.This Company is intended to be treated as a disregarded entity for the purposes of Federal and State Income Tax. Annual Report 47.As soon as practicable after the close of each fiscal year, the Company will furnish to each Member an annual report showing a full and complete account of the condition of the Company including all information as will be necessary for the preparation of each Member's income or other tax returns. This report will consist of at least: a.A copy of the Company's federal income tax returns for that fiscal year; b.A breakdown of the profit and loss attributable to each Member; and c.Cash flow statement. Goodwill 48.The goodwill of the Company will be assessed at an amount to be determined by appraisal using generally accepted accounting principles (GAAP). Governing Law 49.The laws of the State of California will govern the validity of this Agreement, the construction of its terms, and the interpretation of the stated rights and duties. Forbidden Acts 50.No Member may do any act in contravention of this Agreement. 51.No Member may permit, intentionally or unintentionally, the assignment of express, implied or apparent authority to a third party that is not a Member of the Company. 52.No Member may do any act that would make it impossible to carry on the ordinary business of the Company. 53.No Member will have the right or authority to bind or obligate the Company to any extent with regard to any matter outside the intended purpose of the Company. LLC Operating Agreement Page 9 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 54.No Member may confess a judgment against the Company. 55.Where the Company consists of two or more Members, any violation of the above forbidden acts will be deemed an Involuntary Withdrawal of the offending Member and may be treated accordingly by the remaining Members. Indemnification 56.The Member will be indemnified and held harmless by the Company from and against any and all claims of any nature, whatsoever, arising out of the Member's participation in Company affairs. The Member will not be entitled to indemnification under this section for liability arising out of gross negligence or willful misconduct of the Member or the breach by the Member of any provisions of this Agreement. Liability 57.A Member or any employee will not be liable to the Company or to any other Member for any mistake or error in judgment or for any act or omission believed in good faith to be within the scope of authority conferred or implied by this Agreement or the Company. The Member or employee will be liable only for any and all acts and omissions involving intentional wrongdoing. Liability Insurance 58.The Company may acquire insurance on behalf of any Member, employee, agent or other person engaged in the business interest of the Company against any liability asserted against them or incurred by them while acting in good faith on behalf of the Company. Life Insurance 59.The Company will have the right to acquire life insurance on the life of the Member, whenever it is deemed necessary by the Company. The Member will cooperate fully with the Company in obtaining any such policies of life insurance. Amendment of Operating Agreement 60.No amendment or modification of this Agreement will be valid or effective unless in writing and signed by all Members. LLC Operating Agreement Page 10 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Title to Company Property 61.Title to all Company property will remain in the name of the Company. No Member or group of Members will have any ownership interest in Company property in whole or in part. Miscellaneous 62.Time is of the essence in this Agreement. 63.This Agreement may be executed in counterparts. 64.Headings are inserted for the convenience of the parties only and are not to be considered when interpreting this Agreement. Words in the singular mean and include the plural and vice versa. Words in the masculine gender include the feminine gender and vice versa. Words in a neutral gender include the masculine gender and the feminine gender and vice versa. 65.If any term, covenant, condition or provision of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, it is the parties' intent that such provision be reduced in scope by the court only to the extent deemed necessary by that court to render the provision reasonable and enforceable and the remainder of the provisions of this Agreement will in no way be affected, impaired or invalidated as a result. 66.This Agreement contains the entire agreement between the parties. All negotiations and understandings have been included in this Agreement. Statements or representations that may have been made by any party to this Agreement in the negotiation stages of this Agreement may in some way be inconsistent with this final written Agreement. All such statements have no force or effect in respect to this Agreement. Only the written terms of this Agreement will bind the parties. 67.This Agreement and the terms and conditions contained in this Agreement apply to and are binding upon the Member's successors, assigns, executors, administrators, beneficiaries, and representatives. 68.Any notices or delivery required here will be deemed completed when hand-delivered, delivered by agent, or seven (7) days after being placed in the post, postage prepaid, to the parties at the addresses contained in this Agreement or as the parties may later designate in writing. LLC Operating Agreement Page 11 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Copyright 2002-2019, LegalContracts.com 69.All of the rights, remedies and benefits provided by this Agreement will be cumulative and will not be exclusive of any other such rights, remedies and benefits allowed by law. Definitions 70.For the purpose of this Agreement, the following terms are defined as follows: a."Additional Contribution" means Capital Contributions, other than Initial Contributions, made by a Member to the Company. b."Capital Contribution" means the total amount of cash, property, or services contributed to the Company by any one Member. c."Initial Contribution" means Capital Contributions made by a Member to acquire an interest in the Company. d."Member's Interests" means the Member's collective rights, including but not limited to, the Member's right to share in profits, Member's right to a share of Company assets on dissolution of the Company, Member's voting rights, and Member's rights to participate in the management of the Company. e."Net Profits or Losses" means the net profits or losses of the Company as determined by generally accepted accounting principles (GAAP). f."Operation of Law" means rights or duties that are cast upon a party by the law, without any act or agreement on the part of the individual including, but not limited to, an assignment for the benefit of creditors, a divorce, or a bankruptcy. g."Principal Office" means the office whether inside or outside the State of California where the executive or management of the Company maintain their primary office. IN WITNESS WHEREOF the Member has duly affixed their signature under hand and seal on this 17th day of April, 2019. _____________________________ Jamal Hasan (Member) LLC Operating Agreement Page 12 of 12 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 THE FOLLOWING PAGE IS NOT PART OF YOUR AGREEMENT THIS PAGE IS PROVIDED FOR INFORMATION ONLY How do I file my LLC Operating Agreement? You do not need to file your LLC Operating Agreement. The Operating Agreement is simply an agreement between the members of the LLC. An LLC is created by preparing and filing an Articles of Organization document with the state where the LLC will operate. Why does this agreement refer to 'two or more Members' when I am the sole Member and no new Members can be added? Even though your current intention is for only one member, it is possible in future to amend this LLC Operating Agreement to allow more members, instead of having to start a new LLC which could have adverse tax affects. Instead of omitting those clauses that are relevant only to LLC's with two or more members, we have tried to include those clauses in the final document so that you are aware of the issues that need to be addressed. What is a Tax Matters Partner? The Tax Matters Partner (Member) is the Member selected by the LLC to represent the company to the Internal Revenue Service and to make decisions on behalf of the LLC concerning taxation issues. The Internal Revenue Code requires that the company designate a Member for this purpose. Page 1 of 3 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 How do I choose my tax treatment category? It is important to note that how the LLC is taxed does not affect the legal protections the LLC provides. For example, an LLC could be set up to be taxed like a sole proprietorship while still providing limited liability protection. One Member LLC An LLC with 1 member will be treated as a disregarded entity by default. This means the LLC will be taxed as a sole proprietorship. Two Member LLC An LLC with 2 or more members will be taxed as a partnership by default. If you choose to be taxed as a partnership, the income from your LLC passes through to the members and is declared as personal income. In this way income is only taxed once but the personal income tax rates paid by the members may be much higher than the applicable corporate rate. Additionally, any LLC has the option to be taxed as a corporation. A disadvantage of a corporate tax model is double taxation - where the LLC pays taxes on company income and the members also pay tax on any income that members receive as dividends from the LLC. The advantage of the corporate tax model is that if most of the profits of the LLC can be retained in the company then double taxation can be minimized and overall tax paid at a lower corporate tax rate. Your choice of taxation method should result in the lowest taxes. If you have any further questions you should contact a local tax lawyer or accountant. Are there any limits on distributions? State law often restricts the amount of company distributions in order to ensure the company remains solvent. For example, some states have a distribution limit that prevents the company’s liabilities from exceeding assets after a distribution is made. LLC Operating Agreement Page 2 of 3 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 Copyright 2002-2019, LegalContracts.com What is an allocation? Where an LLC is classified as a partnership for federal income tax purposes, profits and losses are allocated among members. The LLC itself will not pay income tax in that case. What are the benefits of requiring unanimous agreement? Requiring unanimous consent is typically reserved for issues critical to the company. By requiring unanimous consent, all Member's Interests are protected against unreasonable majority decisions. Do I need witnesses? It is a good idea to have your signatures witnessed even though most documents and contracts do not require a witness for them to be legally valid. Many banks and other institutions have their own internal policies about signing requirements, and may refuse to accept documents that are not witnessed regardless of the fact that the documents are legally valid. If you want to avoid bureaucratic hold-ups, it may be a good idea to have your document witnessed. How do I choose a witness? Generally, the person you choose to witness a document should be a neutral third party with no financial or other interest in the agreement. Ideally, a witness will observe the parties signing the document and sign the document as proof that they witnessed the parties signing. The witness is not usually required to know or understand the contents of the document. LLC Operating Agreement Page 3 of 3 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 9/15/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Sheet:of6 Date: S-1 Foundation Plan & Framing Plan FOUNDATION LEGEND: NEW FOOTING - FOUNDATION NOTES: 1.Minimum concrete compressive strength of 2,500 psi at 28 days. 2.All foundation plates or sills that rest directly on earth or concrete shall be preservative treated wood. 3.Fasteners in preservative treated wood or fire retardant treated wood shall be of hot dipped zinc coated galvanized steel or stainless steel. 4.Bearing walls and braced wall panels require continuous footings. 5.Anchor bolts shall be 1/2" x 10" embedded 7" and spaced maximum 6 ft with 0.229" x 3" x 3" plate washers, minimum 2 anchor bolts per piece, located not more than 12" or less than 7 bolt diameters from each end of the piece. FRAMING NOTES: 1.All hardware shall be by Simpson Strong Tie and to be installed per manufacturer's instructions. 2.All lumber shall be Douglas fir-larch No. 2; unless noted otherwise. 3.Nailing shall be done in accordance to Table R602.3(1) of the 2022 CRC. 4.Plumbing walls shall be constructed of 2 x 6 studs @ 16" o.c. 5.Bearing walls and brace wall panels shall have continuous footings. 6.All shear walls shall be continuous up to the roof sheathing. 7.No penetrations permitted in braced wall panels. SHEAR WALL SCHEDULE 15 32 INCH MINIMUM THICKNESS WOOD STRUCTURAL PANEL WITH 8D COMMON (2-1/2 INCH x 0.131 INCH) NAILS AT 6 INCH SPACING ALONG PANEL EDGES, 12 INCH SPACING AT INTERMEDIATE SUPPORTS, AND 3 8 INCH DISTANCE TO PANEL EDGE. 1 2 INCH MINIMUM GYPSUM WALL BOARD SHALL BE INSTALLED ON THE SIDE OF THE WALL OPPOSITE THE BRACING MATERIAL. 1 FOUNDATION PLAN SCALE: 1" = 4' FRAMING PLAN SCALE: 1" = 4' LEGEND: NEW WALL (2"X4" STUDS @ 16" O.C., UNLESS NOTED OTHERWISE) EXISTING WALL - - NOTE: PLUMBING WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. (N) ATTIC ACCESS (30"x30" MIN.) (N ) 4 x 6 H D R (N ) 4 x 4 H D R (N ) 4 x 6 H D R (N ) 4 x 4 H D R (N ) 4 x 4 H D R (N ) 4 x 4 H D R (N ) 4 x 4 H D R (N ) 4 x 4 H D R (N) 4x4 HDR (N) 4x4 HDR (N) 4x4 HDR(N) 4x4 HDR (N) 2x10 R.B. (N ) 2 x 8 R . R . @ 1 6 " O . C . (N ) 2 x 8 R . R . @ 1 6 " O . C . (N ) 2 x 8 C . J . @ 1 6 " O . C . (N ) 2 x 8 C . J . @ 1 6 " O . C . 1 2' - 6 . 2 5 " 1 3' - 1 0 . 7 5 " 1 3' - 8 " 1 3' - 1 0 . 7 5 " 1 2' - 6 . 2 5 " 1 3'-0" 1 13'-0" 1 4'-0" 1 2' - 0 " 1 10 ' - 6 " 1 2' - 0 " 1 3'-0" 1 13'-0" 1 4'-0" 1 27'-0" 1 9' - 5 " 1 9' - 5 " (N) 4" CONC. SLAB #4 DEFORMED REINF. @ 16" O.C. EA WAY 2" SAND BED, 10 MIL VAPOR RETARDER (TYP.) 1 SD-1 1 SD-1 1 SD-1 2 SD-1 2 SD-1 2 SD-1 3 SD-1 4 SD-1 4 SD-1 5 SD-1 5 SD-1 6 SD-1 7 SD-1 7 SD-1 N N 1 SD-1 11 SD-1 (N) 12"x12"x12" FOOTING 11 SD-1 (N) 12"x12"x12" FOOTING 11 SD-1 (N) 12"x12"x12" FOOTING 11 SD-1 (N) 12"x12"x12" FOOTING 9 SD-1 (N ) 4 x 1 0 H D R (N) 2x4 R.R. @ 16" O.C. 10 SD-1 (N) 4x 4 POST 10 SD-1 (N) 4x 4 POST 9 SD-1 (N ) 4 x 1 0 H D R (N) 2x4 R.R. @ 16" O.C. 10 SD-1 (N) 4x 4 POST 10 SD-1 (N) 4x 4 POST 8 SD-1 8 SD-1 DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. SOILS REPORT INFORMATION COMPANY: NorCal Engineering REPORT #: 23864-23 REPORT DATE: April 7, 2023 ALLOWABLE BEARING CAPACITY: 1,500 psf NOTE: ALL BRACED WALL LINES SHALL HAVE CONTINUOUS SHEATHING. 12 SD-1 (N) MST72 (N ) 4x 4 H D R (N ) 4x 4 H D R (N) ATTIC ACCESS (30"x30" MIN.) 12 SD-1 (N) MST72 (N) 4" CONC. SLAB #4 DEFORMED REINF. @ 16" O.C. EA WAY 2" SAND BED, 10 MIL VAPOR RETARDER (TYP.) 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 9/15/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Sheet:of7 Date: SD-1 Construction Details 2 - 16d TOENAILS ON EACH SIDE ROOF SHEATHING 2x ROOF RAFTER 2x RIDGE 20 GA. x 1-1/4" STRAP @ 48" O.C. NTS 15 32" WOOD STR. PANEL W/ 8d@ 6"/6"/12" O.C. (COMMON NAILS) 2x ROOF RAFTERS 2x CEILING JOISTS (8) 16d MIN. (COMMON NAILS) 2x SOLID BLOCKING W/ A35 @ 16" O.C. DOUBLE TOP PLATE 2x STUD WALL @ 16"O.C. WOOD STR. PANEL WHERE OCCURS PER PLAN FASCIA BOARD E.N. TYPICAL DOOR/WINDOW FLASHING DETAIL INSTALLATION STEPS: USE FLASHING TAPE (MINIMUM 6" WIDE) INSTALL SILL FLASHING INSTALL JAMB FLASHING INSTALL HEADER FLASHING 1 2 3 1 2 3 2 WINDOW FRAME EMERGENCY ESCAPE AND RESCUE WINDOWS/OPENINGS 35" Clear (For minimum 24" height) 20" Minimum Clear Width 42 " C l e a r (F o r m i n . 2 0 " w i d t h ) 24 " M i n i m u m Cl e a r H e i g h t FINISHED FLOOR 44 " M a x i m u m MIN. OPENABLE AREA = 5.7 SF (5.0 SF MIN. AT GRADE FLOOR OPENINGS) MIN. OPENABLE AREA = 5.7 SF (5.0 SF MIN. AT GRADE FLOOR OPENINGS) 2x ROOF RAFTERS E.N. E.N. E.N. 2x SOLID BLOCKING W/ A35 @ 16" O.C. 2x CEILING JOISTS B.N. 8d @6"O.C. 2x ROOF RAFTERS E.N. E.N. E.N. 2x BLOCKING 2x CEILING JOISTS A35 @ 16" O.C. 2x BLOCKING A35 @ 16" O.C. 4" CONC. SLAB #4 DEFORMED REINF. @ 16" O.C. EA WAY 2" SAND BED, 10 MIL VAPOR RETARDER (2) #4 BARS TOP & BOTTOM UNDIST. NAT. GROUND 12" 3" CLR.24" MIN. 2x P.T. SILL W/ 1 2" x 10" A.B. @ 6' O.C., 0.229"x3"x3" PLATE WASHERS (A.B. MIN. 7" EMBEDMENT INTO CONC.) (2) #4 BARS TOP & BOTTOM T.O. CONC. F.G. UNDIST. NAT. GROUND 12" 24" MIN. 8" MIN. 3" CLR. #3 DOWELS @ 24" O.C. EXTEND 36" INTO SLAB (FOR TWO POUR) 4" CONC. SLAB #4 DEFORMED REINF. @ 16" O.C. EA WAY 2" SAND BED, 10 MIL VAPOR RETARDER 2x P.T. SILL W/ 1 2" x 10" A.B. @ 6' O.C., 0.229"x3"x3" PLATE WASHERS (A.B. MIN. 7" EMBEDMENT INTO CONC.) 4NTS 3NTS 2NTS 1 B.N. 8d @6"O.C. E.N. E.N. E.N. 2x BLOCKING A35 @ 16" O.C. 2x BLOCKING A35 @ 16" O.C.2x ROOF RAFTERS 2x CEILING JOISTS 2x4 @4' O.C.45 O 3- 10d NAILS 6 7 5 NTS NTS NTS B.N. 8d @6"O.C. 2x SOLID BLOCKING W/ A35 @16" O.C. 3" MINIMUM CEILING JOIST - LAP @ BEARING WALL (8) 16d MIN. (COMMON NAILS) 2x STUD WALL @ 16" O.C. WOOD STR. PANEL UP TO ROOF SHEATHING WOOD STR. PANEL UP TO ROOF SHEATHING STUCCO "Z" FLASHING COUNTERFLASHING ROOF SHEATHING ROOF RAFTER EXTERIOR WALL 2X BLOCKING (3) 8D TOENAILS 2X LEDGER 3/8" X 5" LAG BOLTS 16" O.C. STAGGERED HEADER PER PLAN B.N. 2X BLOCKING ROOF SHEATHING A35 @ 16" O.C. 4X4 POST 4X4 POST L STRAP TIE (88L) HEADER PER PLAN 4X KNEE BRACE 2'-0" MIN. 1/2 " DIA. LAG BOLTS 1/2 " DIA. LAG BOLTS 8NTS 10 NTS NTS 9 12 NTS NTS 1114NTS 15NTS DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. TYPICAL DOOR/ WINDOW FRAMING HEADER KING STUD DOUBLE TOP PLATE HEADER TRIMMER STUD BOTTOM PLATE COMMON STUDS CRIPPLE STUDS SILL 13NTS HEADER CONTINUOUSLY SHEATHED BRACED WALL LINE BRACE WALL PANEL MST72 STRAP 24" MIN. 4X4 POST F.G. (2) 5/8" DIA. MACHINE BOLTS COLUMN BASE CBS44 1" MIN. 12" MIN. 12" MIN. 3 #4 DEFORMED REINF. EA WAY 3" CLR. (TYP.) 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 9/15/2023 10 Mu l t i - F a m i l y D w e l l i n g AD U A d d i t i o n s 13 1 6 N . S y c a m o r e S t . U n i t s # 1 0 0 & # 1 0 1 Sa n t a A n a , C A 9 2 7 0 1 Construction Details Sheet:of8 Date: SD-2 1NTS DEPTH, D JOIST DEPTH AT TAPER CUT DEPTH OF TAPER CUT, D/4 MAX. MEASURED AT INSIDE FACE OF SUPPORT CEILING JOIST TAPER CUT DEPTH , D D/4 MA X . CANTILEVER LENGTH NOT TO EXCEED 24 INCHES NOT LESS THAN 3-1/2 INCHES RAFTER NOTCH TYPICAL NOTCHING & BORING PIPE OR CONDUIT D (ACTUAL DEPTH) D/3 MAX. 2" MIN. 2" MIN. FROM TOP & BOTTOM OF JOIST FLOOR MEMBERS - CUTTING, NOTCHING & DRILLING D/6 MAX. D/3 MAX. L/3 L NO NOTCHES PERMITTED L/3 D/6 MAX. FOR MEMBERS LESS THAN 4 IN. NOMINAL DIMENSION D/3 MAX.D D D/4 MAX. D/4 MAX. FLOOR JOIST - CENTER CUTS FLOOR JOIST - END CUTS STUD 5 8 IN. MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED TOP PLATES BORED HOLE MAX. DIAMETER 40% OF STUD DEPTH 5 8 IN. MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS STUD 5 8 IN. MIN. TO EDGE TOP PLATES BORED HOLE MAX. DIAMETER 60% OF STUD DEPTH 5 8 IN. MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH OR ANY OTHER HOLE LOCATED IN THE MEMBER. NOTE: DR A F T I N G & D E S I G N S E R V I C E S , L L C KT A D R A F T I N G & D E S I G N S E R V I C E S , L L C 22 2 W . 6 T H S T , S U I T E 4 0 0 | S A N P E D R O , C A 9 0 7 3 1 E: i n f o @ k t a d r a f t i n g . c o m | T : (3 1 0 ) - 9 4 0 - 9 0 2 2 ww w . k t a d r a f t i n g . c o m PLANS PREPARED BY KTA DRAFTING & DESIGN SERVICES, LLC. ____________________________ KEVIN TA, PRINCIPAL No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 LEGAL DESCRIPTION CONSTRUCTION TYPE: APN: TYPE-V-B 398523-14 LOT SIZE:6,300 SQ FT BUILDING AREA: DISTURBED AREA:1,970 SQ FT SITE DRAINAGE PLAN PEARL CITY ENGINEERING OWNER / DEVELOPER ARCHITECT / DESIGNER CIVIL ENGINEER WASHINGTON AVE. WASHINGTON AVE. VICINITY MAP SCALE: NONE N 14TH. ST. 15TH. ST. MA I N S T . SY C A M O R E S T . BR O A D W A Y . DU R A N T S T . PROJECT LOCATION WALTONS ADD LOT 10 N 60 FT W 105 FT E 135 FT TR 832 · EXISTING MULTI-FAMILY DWELLING............................... · NEW ADU'S.............................. GROUP R-2 GROUP R-3 EXISTING RESIDENCE...................2916 SF NEW ADU UNIT 100...........................427 SF NEW ADU UNIT 101...........................427 SF OCCUPANCIES: · · CONSTRUCTION NOTES: SY C A M O R E S T R E E T (E) BUILDING (100.00) FF 4-PLEX APARTMENT TWO - STORIES (N) BUILDING ADU (UNIT 101) 100.30 FF 99.80 PAD* (N) BUILDING ADU (UNIT 100) 100.30 FF 99.80 PAD* A A B B (E) LANDSCAPE (E) PARKING SPACES (3 TOTAL) TO REMAIN AS IT IS (E) LANDSCAPE (E) WALKWAY (E) CONCRETE PAVEMENT 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 N Sycamore St, Unit 100 & 101 - 101115529-3011/8/2023 1316 S Sycamore St Santa Ana, CA 92701 Sheet T-24 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 GENERAL INFORMATION 01 Project Name 1316 S SYCAMORE ST UNIT 100 02 Run Title Title 24 Analysis 03 Project Location 1316 S SYCAMORE ST UNIT 100 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92701 07 Software Version EnergyPro 9.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)427 19 Glazing Percentage (%)19.90% 20 ADU Bedroom Count n/a 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 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 43.1 45.7 32.3 Proposed Design 40.3 36.5 27.8 2.8 9.2 4.5 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 2.36 kWdc •PV System resized to 2.36 kWdc (a factor of 2.362) to achieve 'Standard Design PV' PV scaling 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 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 0 0.45 3.32 -0.45 -3.32 Space Cooling 3.01 59.61 1.71 44.04 1.3 15.57 IAQ Ventilation 0.78 8.16 0.78 8.16 0 0 Water Heating 4.26 46.15 3.31 35.37 0.95 10.78 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 8.05 113.92 6.25 90.89 1.8 23.03 Photovoltaics -6.06 -182.95 -6.06 -181.15 Battery 0 0 Flexibility Indoor Lighting 1.27 11.95 1.27 11.95 Appl. & Cooking 13.35 86.77 13.22 85.49 Plug Loads 12.82 130.56 12.82 130.56 Outdoor Lighting 0.24 2.05 0.24 2.05 TOTAL COMPLIANCE 29.67 162.3 27.74 139.79 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 47.15 43.54 3.61 7.66 Net EUI2 16.3 12.7 3.6 22.09 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 2.36 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 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 buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Verified EER/EER2 •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified HSPF2 •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) 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 1316 S SYCAMORE ST UNIT 100 427 1 3 1 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 UNIT 100 Conditioned HVAC1 427 9 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) FRONT WALL UNIT 100 R-15 Wall 90 Front 135 36 90 LEFT WALL UNIT 100 R-15 Wall 180 Left 252 32 90 REAR WALL UNIT 100 R-15 Wall 270 Back 135 37 90 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Interior Surface UNIT 100>>UNIT 100 R-15 Wall1 n/a n/a 252 0 n/a Roof UNIT 100 R-38 HP Attic n/a n/a 427 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic UNIT 100 Attic RoofUNIT 100 Ventilated 4 0.1 0.85 Yes No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading D Window FRONT WALL Front 90 1 16 0.3 NFRC 0.23 NFRC Bug Screen D 2 Window LEFT WALL Left 180 1 16 0.3 NFRC 0.23 NFRC Bug Screen D 3 Window LEFT WALL Left 180 1 16 0.3 NFRC 0.23 NFRC Bug Screen C Window REAR WALL Back 270 1 33 0.3 NFRC 0.23 NFRC Bug Screen E Window REAR WALL Back 270 1 4 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor A FRONT WALL 20 0.2 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade UNIT 100 427 76 none 0 80%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 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-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board Attic RoofUNIT 100 Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. R-38 HP Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 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 Required Not Required N/A n/a n/a 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 50 Rheem RheemHPLD501RH Outside UNIT 100 UNIT 100 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 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 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 VerificationEfficiency Type HSPF / HSPF2 / COP Cap 47 Cap 17 Efficiency Type SEER / SEER2 EER / EER / CEER Heat Pump System 1 VCHP-ductless 1 HSPF2 9.5 60000 50000 EER2SEER2 16 12.5 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 VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 43 0.35 Exhaust No n/a No Yes 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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-01E Project Name:1316 S SYCAMORE ST UNIT 100 Calculation Date/Time:2023-09-16T02:06:47-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 100.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: 2023-09-16   02:07:17 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:   Anush Dagesyan HERS RATERS, LLC 09/16/2023 1233 RUBERTA AVE GLENDALE, CA 91201 855-437-7787 Anush Dagesyan HERS RATERS, LLC 09/16/2023 1233 RUBERTA AVE GLENDALE, CA 91201 855-437-7787 423-P010169193A-000-000-0000000-0000 09/16/2023 02:11 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. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 1316 S Sycamore St Santa Ana, CA 92701 Sheet T-24 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 GENERAL INFORMATION 01 Project Name 1316 S SYCAMORE ST UNIT 101 02 Run Title Title 24 Analysis 03 Project Location 1316 S SYCAMORE ST UNIT 101 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92701 07 Software Version EnergyPro 9.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)427 19 Glazing Percentage (%)19.90% 20 ADU Bedroom Count n/a 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 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 43.1 45.7 32.3 Proposed Design 40.5 35.3 27.2 2.6 10.4 5.1 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 2.36 kWdc •PV System resized to 2.36 kWdc (a factor of 2.362) to achieve 'Standard Design PV' PV scaling 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 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 0 0.82 6.26 -0.82 -6.26 Space Cooling 3.01 59.61 1.5 37.96 1.51 21.65 IAQ Ventilation 0.78 8.16 0.78 8.16 0 0 Water Heating 4.26 46.15 3.34 35.66 0.92 10.49 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 8.05 113.92 6.44 88.04 1.61 25.88 Photovoltaics -6.06 -182.95 -6.06 -180.84 Battery 0 0 Flexibility Indoor Lighting 1.27 11.95 1.27 11.95 Appl. & Cooking 13.35 86.77 13.16 84.98 Plug Loads 12.82 130.56 12.82 130.56 Outdoor Lighting 0.24 2.05 0.24 2.05 TOTAL COMPLIANCE 29.67 162.3 27.87 136.74 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 47.15 43.29 3.86 8.19 Net EUI2 16.3 12.44 3.86 23.68 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 2.36 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 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 buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Verified EER/EER2 •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified HSPF2 •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) 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 1316 S SYCAMORE ST UNIT 101 427 1 3 1 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 UNIT 101 Conditioned HVAC1 427 9 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) FRONT WALL UNIT 101 R-15 Wall 90 Front 135 36 90 RIGHT WALL UNIT 101 R-15 Wall 0 Right 252 32 90 REAR WALL UNIT 101 R-15 Wall 270 Back 135 37 90 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Interior Surface UNIT 101>>UNIT 101 R-15 Wall1 n/a n/a 252 0 n/a Roof UNIT 101 R-38 HP Attic n/a n/a 427 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic UNIT 101 Attic RoofUNIT 101 Ventilated 4 0.1 0.85 Yes No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading D Window FRONT WALL Front 90 1 16 0.3 NFRC 0.23 NFRC Bug Screen D 2 Window RIGHT WALL Right 0 1 16 0.3 NFRC 0.23 NFRC Bug Screen D 3 Window RIGHT WALL Right 0 1 16 0.3 NFRC 0.23 NFRC Bug Screen C Window REAR WALL Back 270 1 33 0.3 NFRC 0.23 NFRC Bug Screen E Window REAR WALL Back 270 1 4 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor A FRONT WALL 20 0.2 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade UNIT 101 427 76 none 0 80%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 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-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board Attic RoofUNIT 101 Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. R-38 HP Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 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 Required Not Required N/A n/a n/a 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 50 Rheem RheemHPLD501RH Outside UNIT 101 UNIT 101 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 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 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 VerificationEfficiency Type HSPF / HSPF2 / COP Cap 47 Cap 17 Efficiency Type SEER / SEER2 EER / EER / CEER Heat Pump System 1 VCHP-ductless 1 HSPF2 9.5 60000 50000 EER2SEER2 16 12.5 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 VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 43 0.35 Exhaust No n/a No Yes 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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-01E Project Name:1316 S SYCAMORE ST UNIT 101 Calculation Date/Time:2023-09-16T02:10:13-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1316 S SYCAMORE ST UNIT 101.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: 2023-09-16   02:10:37 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:   Anush Dagesyan HERS RATERS, LLC 09/16/2023 1233 RUBERTA AVE GLENDALE, CA 91201 855-437-7787 Anush Dagesyan HERS RATERS, LLC 09/16/2023 1233 RUBERTA AVE GLENDALE, CA 91201 855-437-7787 423-P010169194A-000-000-0000000-0000 09/16/2023 02:12 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. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE:Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1:Air Leakage. Labeling. § 110.6(b):Field fabricated exterior doors and fenestration * § 110.7:Air Leakage. § 110.8(a):Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors.Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i):Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j):Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation.average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d):Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1:Vapor Retarder.vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2:Vapor Retarder. § 150.0(q):Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: §110.5(e)Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. §150.0(e)1:Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2:Combustion Intake. * § 150.0(e)3:Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3:Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c):Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6:Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B:Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC),the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3:Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7:Backdraft Damper. § 150.0(m)8:Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Ventilation and Indoor Air Quality: § 150.0(o)1:Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B:Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2:Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers.with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1:Piping. Covers. § 110.4(b)3:Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p):Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A:Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C:Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D:Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E:Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F:Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I:Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B:Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers.mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K:Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4:Internally illuminated address signs. § 150.0(k)5:Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2:Azimuth. § 110.10(b)3A:Shading. * § 110.10(b)3B: Shading.horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4:Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d):Documentation.provided to the occupant. Main Electrical Service Panel. § 110.10(e)2:Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. 1316 N Sycamore St, Unit 100 & 101 - 101115529-30 11/8/2023