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HomeMy WebLinkAbout017-300-031 EHS24-0133 NEW 5 BED SEPTIC SITE PLANA0 GENERAL A1 SITE A2 PLANS A3 ELEVATIONS A4 SECTIONS A5 DETAILS S STRUCTURAL A0.0 A0.1 A0.2 A0.3 A1.1 A2.0 A2.1 A2.2 A2.3 A3.1 A3.2 A4.1 A5.1 S1 S2 S3 S4 COVER SHEET CalGREEN TITLE 24 WUI CODE ARCHITECTURAL SITE PLAN 1st FLOOR PLAN FOUNDATION PLAN ROOF FRAMING PLAN ELECTRICAL PLAN ELEVATIONS ELEVATIONS BUILDING SECTIONS DETAILS STRUCTURAL NOTES STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS N A.P.N.: 017-300-031 ZONING: MDR SITE AREA: 1.311 ACRES BLDG USE: V-B OCC. GROUP: R-3/U CONST. TYPE: V-B CLIMATE ZONE: 11 BLDG. CODE: CBC/CRC 2022 FIRE SPRINKLERS: YES FLOOD ZONE: NO WUI ZONE: YES VICINITY MAP SHEET INDEXAPPLICABLE CODES PROJECT DATA NEW RESIDENCE FOR CRYSTAL AND JUAN FARIAS EAGLES NEST CHICO, CA 95928 APN: 017-300-031 GENERAL NOTES 1. THESE GENERAL NOTES AND THE PROJECT SPECIFICATIONS SHALL APPLY NOT ONLY TO THE GENERAL CONTRACTOR, BUT TO ALL SUBCONTRACTORS AND VENDORS ON THIS PROJECT. THE WORD "CONTRACTOR" SHALL HEREAFTER APPLY EQUALLY AND WITHOUT EXCEPTION TO ALL SUBCONTRACTORS AND VENDORS. ALL CONTRACTORS ARE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THESE NOTES, THE PROJECT SPECIFICATIONS, AND THE DRAWINGS. 2. ALL WORK LISTED, SHOWN, OR IMPLIED ON THESE CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE NOTED OTHERWISE. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR EXECUTION OF WORK IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS AND ALL LOCAL AND STATE BUILDING CODES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE SUBCONTRACTOR'S WORK. THE CONTRACTOR SHALL CLOSELY COORDINATE WORK WITH THAT OF SUBCONTRACTORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE WITH PLANS & SPECS. 3. CONTRACTOR SHALL ADHERE TO ALL RULES GOVERNING CONSTRUCTION, SAFETY, BUILDING ACCESS AND THE USE OF THE FACILITIES AS SET BY LOCAL & STATE AUTHORITIES AND THE LANDLORD. 4. ALL CONSTRUCTION SHALL COMPLY WITH ENERGY STANDARDS IN TITLE 24 OF THE CALIFORNIA STATE BUILDING CODE AS OUTLINED IN THE ENERGY CERTIFICATES PROVIDED BY THE ENERGY CONSULTANT. 5. ALL MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING, FIRE- PROTECTION ENGINEERING TO BE "DESIGN BUILD" BY OTHERS. OTHERS ARE RESPONSIBLE FOR ENGINEERING, PERMITS, FEES, CALCULATIONS, REPORTS, DRAWINGS, ETC. REQUIRED BY LOCAL AND ALL OTHER GOVERNING AGENCIES. SUCH DESIGN SHALL BE FULLY COORDINATED WITH ALL INFORMATION PROVIDED IN THIS DRAWING SET. 6. EXAMINATIONS OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK SHALL BE MADE BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS, WHO SHALL COMPARE IT WITH THE DRAWINGS AND SATISFY THEMSELVES AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THEY SHALL, ASCERTAIN AND CHECK LOCATIONS OF THE EXISTING STRUCTURES AND EQUIPMENT, AND ALL CONDITIONS DURING CONSTRUCTION WHICH MAY AFFECT THEIR WORK. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTED TO THE OWNER BEFORE BIDDING OR PROCEEDING WITH ANY WORK. 7. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS ON DRAWINGS TAKE PRECEDENCE OVER SCALE. DETAILS SHALL TAKE PRECEDENCE OVER GENERAL FLOOR PLANS. STATE AND LOCAL CODES TAKE PRECEDENCE OVER PLAN DRAWINGS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE PROJECT SCHEDULE. PRIOR TO START OF PROJECT, THE GENERAL CONTRACTOR SHALL VERIFY LEAD TIMES OF FINISH MATERIALS AND SPECIAL ITEMS TO ASSURE AVAILABILITY AS SCHEDULE REQUIRES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE PROGRESS OF THE WORK AND INFORMING THE OWNER AND TENANTS IMMEDIATELY OF ANY POTENTIAL DELAYS. 9. CERTAIN MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED TO THE OWNER IN WRITING AT LEAST TWO WEEKS PRIOR TO ORDERING OR INSTALLATION. REQUESTS WILL BE CONSIDERED ONLY IF A BETTER PRODUCT, A MORE ADVANTAGEOUS DELIVERY DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE OWNER BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS NOT EQUAL QUALITY TO THE PRODUCT SPECIFIED. SUBSTITUTE MATERIALS SHALL NOT BE PURCHASED OR INSTALLED WITHOUT THE OWNER'S WRITTEN APPROVAL. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUESTED FOR FABRICATION ITEMS, CUT SHEETS OF ALL FIXTURES AND EQUIPMENT, AND SAMPLES OF ALL FINISHES TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES, CONTRACTOR REPRESENTS THAT HE DETERMINED AND VERIFIED FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS, AND SIMILAR DATA AND THAT EACH SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH CONTRACT REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ACCURACY OF SHOP DRAWINGS, PROPER FITTINGS, COORDINATION OF WORK, CONSTRUCTION TECHNIQUES, MATERIALS, AND WORK REQUIRED BY CONTRACT DOCUMENTS. SUBMITTALS WILL BE REQUIRED FOR: ALL FINISH MATERIALS 11. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTABLE IN CONSEQUENCE OF OWNER'S FAILURE TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION; NOR WILL PRESENCE OF INSPECTORS ON WORK RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SECURING QUALITY AND PROGRESS OF WORK, AS REQUIRED BY CONTRACT. DEFECTIVE WORK SHALL BE REPLACED BY WORK CONFORMING WITH INTENT OF CONTRACT. NO PAYMENT, WHETHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 12. CONTRACTOR SHALL PROTECT WORK AREA AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC.. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERTY OR CONSTRUCTION RESULTING FROM WORK OF CONTRACTOR AND/ OR SUBCONTRACTORS, AND SHALL REPAIR ALL SUCH DAMAGE TO ORIGINAL CONDITION AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS. 14. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR MATERIALS OUTSIDE THE JOB SITE. 15. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION AND/ OR DEMOLITION. 17. CONTRACTOR SHALL PROVIDE ALL CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY THE AIR CONDITIONING, PLUMBING, AND ELECTRICAL SYSTEM. PROVIDE APPROVED ASSEMBLIES WITH SELF CLOSING DEVICES IN RATED CONSTRUCTION. 18. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE INDICATED. 19. ALL DIMENSIONS NOTED "CLEAR" OR "CLR" ARE FOR MINIMUM CLEARANCES AND MUST BE FIELD VERIFIED AND STRICTLY MAINTAINED. 20. ALL DIMENSIONS NOTED "VERIFY" OR "VIF" ARE TO BE CHECKED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY VARIANCES SHOULD BE REPORTED TO THE OWNER IMMEDIATELY FOR RESOLUTIONS. 21. ALL WORK SHALL BE SCRIBED TIGHT AND BE FREE OF MARKS AND BLEMISHES. 22. ABBREVIATIONS USED ARE THOSE IN COMMON USE. DRAFTER WILL DEFINE INTENT OF ANY QUESTIONS. 23. ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 24. ALL SYSTEMS ARE MEANT TO BE COMPLETE AND OPERATIVE THOUGH NOT FULLY DESCRIBED 25. THE CONTRACTOR SHALL PROVIDE ANY AND ALL CONSTRUCTION FACILITIES TO ACCOMPLISH THE WORK. THESE FACILITIES SHALL BE REMOVED AS WORK PROGRESSES OR UPON COMPLETION. THESE INCLUDE, BUT ARE NOT LIMITED TO , TEMPORARY FACILITIES, BRACING, BARRIERS, ETC. 26. CONTRACTOR TO FALLOW MANUFACTURER'S RECOMMENDED SPECIFICATIONS AND INSULATION PROCEDURES. IF THESE DIFFER FROM THE CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER IN WRITING, IMMEDIATELY, TO RESOLVE DISCREPANCIES BEFORE PROCEEDING WITH THE AFFECTED WORK. IF CLARIFICATION IS NOT REQUESTED PRIOR TO COMPLETION OF BIDDING PROCESS, MOST STRINGENT CONDITIONS SHALL BE CONSIDERED INCLUDED IN THE CONTRACT PRICE. 27. MAKE ALL NECESSARY PROVISIONS FOR ITEMS TO BE FURNISHED OR INSTALLED BY OWNER. 28. EXERCISE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION OF THE WORK TO MINIMIZE DISTURBANCES TO ADJACENT STRUCTURES AND THEIR OCCUPANTS, PROPERTY, PUBLIC THOROUGHFARES, ETC. CONTRACTOR SHALL TAKE PRECAUTIONS AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS FROM CONSTRUCTION PROCEDURES. 29. D. CITY/ COUNTY ORDINANCES 30. E. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) 31. F. STATE OF CALIFORNIA ENERGY REGULATIONS 32. G. NATIONAL FIRE PROTECTION ASSOCIATION 33. ABBREVIATIONS USED IN REFERRING TO STANDARDS THAT APPLY TO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) C. AMERICAN WELDING SOCIETY (AWS) D. AMERICAN CONCRETE INSTITUTE (ACI) E. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) F. ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION (AAMA) G. ALUMINUM ASSOCIATION (AA) H. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) I. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM) J. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) K. NATIONAL WOODWORK MANUFACTURERS ASSOCIATION (NWMA) L. WOODWORK INSTITUTE OF CALIFORNIA (WIC) 34. CONTRACTOR SHALL WAIVE " COMMON PRACTICE" AND "COMMON USAGE" AS CONSTRUCTION CRITERIA WHEREVER DETAILS AND CONTRACT DOCUMENTS OR GOVERNING CODES, ORDINANCES, ETC., REQUIRED GREATER QUANTITY OR BETTER QUALITY THAN COMMON PRACTICE OR COMMON USE WOULD REQUIRE. 35. IF AT ANY TIME BEFORE COMMENCEMENT OF WORK, OR DURING PROGRESS THEREOF, CONTRACTOR'S METHODS, EQUIPMENT, OR APPLIANCES ARE INEFFICIENT OR INAPPROPRIATE FOR SECURING QUALITY OF WORK OR RATE OF PROGRESS INTENDED BY CONTRACT DOCUMENTS, OWNER MAY ORDER CONTRACTOR TO IMPROVE THEIR QUALITY OR INCREASE THEIR EFFICIENCY. THIS WILL NOT RELIEVE CONTRACTOR OR HIS SURETIES FROM THEIR OBLIGATION TO SECURE QUALITY OF WORK AND RATE OF PROGRESS AS SPECIFIED IN CONTRACT. 36. OCCASIONAL REFERENCE TO ONE OR MORE SPECIFIC NOTES WITHIN THE PLAN, DETAILS OR SHEET NOTES SHALL NOT IN ANY WAY DIMINISH OR ELIMINATE THE FULL FORCE AND EFFECT OF ALL OTHER NOTES, IN RELATION TO ONE ANOTHER OR NOT SPECIFICALLY REFERENCED. PROJECT TEAM ABBREVIATIONS ACOUS......... ADJ...............A.F.F..............APPROX.......ARCH............ARCH'T......... ASPH............. BALC............ BD................. BED............... BLDG........... BM................ B.O................ BOT............... BTWN............ B.U.R............. CAB.............. CEM............. CB................. CL.................. CLG.............. CLOS............ CLR............... CTR................ COL............... COND.......... CONN.......... CONST.......... CONT. .......... CONTR......... C.S................. DBL................ DEPT.............. ACOUSTIC ADJACENTABOVE FINISH FLOORAPPROXIMATEARCHITECTURALARCHITECT ASPHALT BALCONY BOARD BEDROOM BUILDING BEAM BOTTOM OF ... BOTTOM BETWEEN BUILT UP ROOFING CABINET CEMENT CEILING BREAK CENTER LINE CEILING CLOSET CLEAR CENTER COLUMN CONDITION CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CARPET STRIP BOUBLE DEPARTMENT DET............. D.F. ............DIA..............DIM.............DISP............D.O. .......... DN.............. DR.(S)......... DWGS........ DS............... DSSB........... DSSD.......... DSPT........... DSRB.......... DSDK......... D.W. .......... DWR........... EA............... ELEC.......... ELEV.......... ENCL......... EQ.............. EQMT......... ETC............. EXT.............. F.D. ............ F.E.C. ........ FIN............... FF................. FLASH......... FLOUR........ FLR.............. F.O. ........... F.O.B. ........ DETAIL DOUGLAS FIRDIAMETERDIMENSIONDISPENSERDOOR OPENING DOWN DOOR (S) DRAWINGS DOWNSPOUT DS to SPLASH BLOCK DS to STORM DRAIN DS through PT DS to ROOF BELOW DS through DECK DISHWASHER DRAWER EACH ELECTRICAL ELEVATION ENCLOSURE EQUAL EQUIPMENT ETCETERA EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FINISH FINISH FLOOR FLASHING FLOURESCENT FLOOR FACE OF FACE OF BEAM F.O.C. ..... F.O.F. ......F.O.S. ......F.O.W. ....F.P. ..........FXPNL...... FT............. FTG.......... FURR....... GA........... GALV...... G.B. ........ G.D. ........ GL............ GM.......... GND....... GR........... GSM........ GYP. BD.. H.B. ......... HDPE....... HDWD.... H.M. ........ HORIZ..... H.C. ........ HR............ HGT.......... INFO........ INSUL....... INT............ JT............. FACE OF CONCRETE FACE OF FINISHFACE OF STUDFACE OF WALLFIRE PROTECTIONFIXED PANEL FOOT, FEET FOOTING FURRING GAUGE GALVANIZED GRAB BAR GARBAGE DISPOSAL GLASS GAS METER GROUND GRADE GALVANIZED SHEET METAL GYPSUM BOARD HOSE BIB HIGH DENSITY POLYETHYLENE HARDWOOD HOLLOW METAL HORIZONTAL HOLLOW CORE HOUR HEIGHT INFORMATION INSULATION INTERIOR JOINT KIT................ LAM............LAV.............LANDSC....LT................. MAT'L......... MAX........... M.C. .......... MECH........ MEMB........ MFR............ MIN............ MIR............. MISC.......... M.T. ........... MTD............ MTL............. MUL............ N.I.C. ......... NO.............. NOM.......... NR............... N.T.S. ......... OBS............. O.C. .......... O.D. .......... OPNG........ OPP............ O/ ............. P.................. P & S.......... KITCHEN LAMINATELAVATORYLANDSCAPELIGHT MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE MANUFACTURER MINIMUM MIRROR MISCELLANEOUS METAL THRESHOLD MOUNTED METAL MULLION NOT IN CONTRACT NUMBER NOMINAL NOT RATED NOT TO SCALE OBSCURE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE OVER PANTRY POLE AND SHELF PT............ P.T. .........P.T.D.F. ..PERF.......PR...........PROJ...... Q.T. ........ R.............. R.A. ........ RAD........ RCGP..... REC......... REF.......... REFR....... REINF...... REQ.('d). RESIL....... REV......... RM........... R.O.......... RS............ RWD....... RWL........ R.T.S. ...... S.C.D. .... S.F.P.D. .. S.E.D. ..... S.S.D. ..... S.M.D. ... S.L.D. ..... S.P.D. ..... S.C. ........ SCHED. .. POST-TENSIONED PRESSURE TREATEDP.T. DOUGLAS FIRPERFORATEDPAIRPROJECT QUARRY TILE RISER RETURN AIR RADIUS RAIN CHAIN to GRAVEL PIT RECOMMENDATION REFERENCE REFRIGERATOR REINFORCING REQUIRE(d) RESILLENT REVERSE ROOM ROUGH OPENING ROUGH SAWN REDWOOD RAINWATER LEADER RUBBER TOP SET SEE CIVIL DRAWINGS SEE FIRE PROTECTION DWG'S SEE ELECTRICAL DRAWINGS SEE STRUCTURAL DRAWINGS SEE MECHANICAL DRAWINGS SEE LANDSCAPE DRAWINGS SEE PLUMBING DRAWINGS SOLID CORE SCHEDULE S.D. ......... SECT........SEP..........SH............SHWR......SHT.......... SHTG....... SIM.......... SL............. SPEC....... SQ........... STD.......... STL........... STOR....... STRUC.... ST. STL. ... SYM........ T&B.......... T.B. ......... T.C. ........ TEL........... TEMP....... T & G...... T.O. ........ T.O.C. .... T.P.H. ...... TRD......... TS............. T.V. ......... T.O.W. .... TYP. ........ U.O.N. ... V.T. ......... SOAP DISPENSER SECTIONSEPARATIONSHELFSHOWERSHEET SHEATHING SIMILAR SLIDING SPECIFICATION SQUARE STANDARD STEEL STORAGE STRUNTURAL STAINLESS STEEL SYMMETRICAL TOP & BOTTOM TOWEL BAR TIME CLOCK TELEPHONE TEMPERED TONGUE and GROOVE TOP OF … TOP of CONCRETE TOILET PAPER HOLDER TREAD TUBE STEEL TELEVISION TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VINYL TILE V.B. .......... VERT.........VEST.........V.F.C. .....V.I.F. .......V.W.C. ... V.G.D.F. . W.............. W/............ W.C. ....... WD. ........ W/O........ W.O. ....... W.R. ........ W.P. ........ WT............ W.W.F. .... &............... @............... C............... Ø............. P................ VAPOR BARRIER VERTICALVESTIBULEVINYL FLOOR COVERINGVERIFY in FIELDVIYL WALL COVERING VERT. GRAIN DOUGLAS FIR WIDTH WITH WATER CLOSET WOOD WITHOUT WALL OPENING WATER RESISTANT WATERPROOF WEIGHT WELDED WIRE FABRIC AND AT CENTERLINE DIAMETER PROPERTY LINE ALL WORK SHALL COMPLY WITH APPLICABLE CODES, AMENDMENTS, RULES, ORDINANCE, LAWS, ORDERS, APPROVALS, ETC.., THAT ARE REQUIRED BY PUBLIC AUTHORITIES. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO THE CURRENT APPLICABLE EDITIONS OR PUBLICATIONS OF THE FOLLOWING (OR AS OTHERWISE NOTED): Local City or County Ordinances: BUTTE COUNTY Governing Building Standards to be the “International Building Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Building Code. Governing Residential Standards to be the “International Residential Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Residential Code. Governing Electrical Standards to be the “International Electrical Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Electrical Code. Governing Mechanical Standards to be the “International Mechanical Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Mechanical Code. Governing Plumbing Standards to be the “International Plumbing Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Plumbing Code. Governing Fire Regulation Standards to be the “International Fire Code”, 2021 Edition, as adopted and modified by the State of California in reference to the 2022 California Fire Code. Governing Energy Standards to be the “California Energy Standards”, 2022 Edition. Governing Green Building Standards to be the “California Green Building Standards” 2022 Edition. DESIGNER & TITLE-24: NorCal Green Building Consulting 2460 Ceres Ave Chico, CA 95926 Office: 530.321.7812 Contact: Steve Buttitta GENERAL & SOLAR CONTRACTOR: ALL AROUND HEATING, AIR AND SOLAR CONSTRUCTION 3125 SOUTHGATE LANE CHICO, CA 95928 Phone: 530.521.4433 Contact: JUAN FARIAS STRUCTURAL ENGINEER: SEQUOIA ENGINEERING 1306 MANGROVE AVE, CHICO, CA 95926 PHONE: 530.591.7258 CONTACT: CHAD RATZLAFF, P.E., M. ASCE FIRE PROTECTION: TBD SCOPE OF WORK SCOPE OF WORK area's SITE DATA: LOT SIZE: TOTAL SITE COVERAGE: PERCENT COVERAGE: BUILDING DATA: 1st FLOOR: 2nd FLOOR: TOTAL CONDITIONED AREA: GARAGE: FRONT PORCH: BACK PORCH: TOTAL SITE COVERAGE: 57,107 4,370 7.7% 2650 520 3,170 954 318 448 4,370 THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW 4 BEDROOM, 4.5 BATH WITH BONUS ROOM TOTALING 3170 SQ.FT AND 954 SQ.FT. (3) CAR ATTACHED GARAGE. HERS REQUIREMENTS SPECIAL FEATURES • Insulation below roof deck • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed HERS VERIFICATIONS • Indoor air quality ventilation • Kitchen range hood • Minimum Airflow • Verified SEER/SEER2 • Verified Refrigerant Charge • Fan Efficacy Watts/CFM • Verified HSPF • Verified heat pump rated heating capacity • Duct leakage testing PV SYSTEM • Standard Design PV Capacity: 4.72 kWdc • PV System resized to 4.72 kWdc (a factor of 4.722) to achieve 'Standard Design PV' PV scaling PV SYSTEM TO BE DESIGNED BY OTHERS UNDER SEPERATE PERMIT SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT.GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A0.0 4/30/2024Plotted On: 4/30/2024 AS NOTED COVER SHEETCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031NEW RESIDENCE FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 2022 Calgreen MANDITORY MEASURES checklist CHAPTER 3GREEN BUILDINGSECTION 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. CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 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 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". 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. 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. 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. 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. 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. DIVISION 4.2 ENERGY EFFICIENCY 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 4.3 WATER EFFICIENCY AND CONSERVATION4.303 INDOOR WATER USE4.303.1 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. 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/ DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 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 4.5 ENVIRONMENTAL QUALITY 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. 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. 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. 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. 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 ratehomes 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. ARC G.C. = GENERAL CONTRACTOR AR = ARCHITECT OR DESIGNER ENG. = ENGINEER HERS = HERS RATER G.C. G.C. G.C. G.C. ARC G.C. G.C. G.C. G.C. G.C. G.C. HERS G.C. ARC ARC ARC ARC G.C. G.C. ARC G.C. ARC G.C. ARC G.C.ARC G.C. ARC ARC HERS G.C. ARC GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A0.1 4/29/2024Plotted On: 4/29/2024 AS NOTED CalGREENCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) Farias Residence 4/29/2024 Res HVAC 2,650 2 60,000 120,000 45.3 48,000 96,000 8.0 36.2 331.3 0 0 0.00 0.0 0.0% 0.00 1,021 20,594 0 0 0 0 0 991 25,358 0 0 00 991 0 1,021 085,038 82122,635 85,038 66,892 0 66,892 High Efficiency Heat Pump Aug 3 PM Jan 1 AM 996 821 652 22 ºF Outside Air 0 cfm 67 ºF 105 ºF 104 ºF 67 ºF 68 ºF 100 / 69 ºF 76 / 61 ºF 55 / 53 ºF 56 / 53 ºF 75 / 61 ºF76 / 61 ºF 0 cfm Outside Air 44.0% Heating Coil 27,339 Cooling Coil HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) Farias Residence 4/29/2024 Mini-Split 520 1 24,000 24,000 46.2 24,000 24,000 2.0 46.2 260.0 0 0 0.00 0.0 0.0% 0.00 0 4,037 0 0 0 0 0 0 3,127 0 0 00 0 0 0 21,017253 2714,037 253 13,378 21,017 13,378 Mini-Split Aug 3 PM Jan 1 AM 188 271 79 22 ºF Outside Air 0 cfm 68 ºF 105 ºF 105 ºF 68 ºF 68 ºF 100 / 69 ºF 75 / 61 ºF 55 / 53 ºF 55 / 53 ºF 75 / 61 ºF75 / 61 ºF 0 cfm Outside Air 45.0% Heating Coil 3,127 Cooling Coil CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 1 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 GENERAL INFORMATION 01 Project Name Farias Res 02 Run Title Title 24 Analysis 03 Project Location Eagles Nest 04 City Chico 05 Standards Version 2022 06 Zip code 95928 07 Software Version EnergyPro 9.2 08 Climate Zone 11 09 Front Orientation (deg/ Cardinal)0 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft 2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft 2)n/a 17 Fenestration Average U-factor 0.28 18 Total Cond. Floor Area (ft 2)3170 19 Glazing Percentage (%)13.09% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type All electric 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 2 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1EDR (EDR2efficiency) Total2EDR (EDR2total) Standard Design 42.2 45.8 35.4 Proposed Design 28 40 31.5 14.2 5.8 3.9 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: 4.72 kWdc •PV System resized to 4.72 kWdc (a factor of 4.722) to achieve 'Standard Design PV' PV scaling 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 3 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft 2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft 2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft 2-yr) Proposed Design TDV Energy (EDR2) (kTDV/ft 2-yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 7.93 35.19 3.52 26.85 4.41 8.34 Space Cooling 1.18 28.65 1.32 31.4 -0.14 -2.75 IAQ Ventilation 0.33 3.59 0.33 3.59 0 0 Water Heating 1.13 11.87 0.61 7.41 0.52 4.46 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 10.57 79.3 5.78 69.25 4.79 10.05 Photovoltaics -1.24 -40.82 -1.24 -40.91 Battery 0 0 Flexibility Indoor Lighting 0.68 6.81 0.68 6.81 Appl. & Cooking 1.67 20.45 1.68 20.52 Plug Loads 2.3 24.03 2.3 24.03 Outdoor Lighting 0.18 1.68 0.18 1.68 TOTAL COMPLIANCE 14.16 91.45 9.38 81.38 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 4 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 ENERGY USE INTENSITY Standard Design (kBtu/ft 2 - yr )Proposed Design (kBtu/ft 2- yr )Compliance Margin (kBtu/ft 2 - yr )Margin Percentage Gross EUI 1 19.35 13.13 6.22 32.14 Net EUI 2 11.62 5.41 6.21 53.44 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 (%) 4.72 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 •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 5 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Kitchen range hood •Minimum Airflow •Verified SEER/SEER2 •Verified Refrigerant Charge •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •Duct leakage testing BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft 2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Farias Res 3170 1 5 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft 2)Avg. Ceiling Height Water Heating System 1 Status 1st Floor Zone Conditioned Res HVAC1 2650 8 DHW Sys 1 New 2nd Floor Zone Conditioned Mini-Split2 520 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft 2)Window and Door Area (ft2) Tilt (deg) Front Wall 1st Floor Zone BIBS Wall 0 Front 720 198 90 Left Wall 1st Floor Zone BIBS Wall 90 Left 576 84 90 Back Wall 1st Floor Zone BIBS Wall 180 Back 486 93 90 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 6 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft 2)Window and Door Area (ft2) Tilt (deg) Right Wall 1st Floor Zone BIBS Wall 270 Right 567 38 90 RIGHT Wall dormers 2nd Floor Zone BIBS Wall 270 Right 96 20 90 BackWall 2nd Floor Zone BIBS Wall 180 Back 112 30 90 Wall to Garage 1st Floor Zone>>__Garage__BIBS Wall1 n/a n/a 242 20 n/a right kneewall 2nd Floor Zone>>Attic 2nd Floor Zone R-19 Wall n/a n/a 246 0 n/a front kneewall 2nd Floor Zone>>Attic 2nd Floor Zone R-19 Wall n/a n/a 112 20 n/a left kneewall 2nd Floor Zone>>Attic 2nd Floor Zone R-19 Wall n/a n/a 342 0 n/a R-38 Roof 1st Floor Zone unvented Roof Attic n/a n/a 2650 n/a n/a R-38 Roof 2 2nd Floor Zone unvented Roof Attic n/a n/a 520 n/a n/a GarageRoof __Garage__R-38 Roof Attic n/a n/a 434 n/a n/a floorl to Garage 2nd Floor Zone R-19 Floor No Crawlspace n/a n/a 520 n/a n/a GarageWall RIGHT __Garage__R-21 Wall 270 Right 342 192 90 GarageWallLeft __Garage__R-21 Wall 90 Left 342 54 90 GarageWallREAR __Garage__R-21 Wall 180 Back 234 0 90 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 __Garage__Attic Garage Roof Cons Ventilated 9 0.1 0.85 Yes No Attic 1st Floor Zone Attic Roof1st Floor Zone Unventilated 9 0.1 0.85 No No Attic 2nd Floor Zone Attic Roof2nd Floor Zone Unventilated 9 0.1 0.85 No No 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 7 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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 6050 Window Front Wall Front 0 1 30 0.28 NFRC 0.2 NFRC Bug Screen 3050 Window Front Wall Front 0 1 15 0.28 NFRC 0.2 NFRC Bug Screen 6050 2 Window Front Wall Front 0 1 30 0.28 NFRC 0.2 NFRC Bug Screen 6050 3 Window Front Wall Front 0 1 30 0.28 NFRC 0.2 NFRC Bug Screen 3050 2 Window Front Wall Front 0 1 15 0.28 NFRC 0.2 NFRC Bug Screen 6050 4 Window Front Wall Front 0 1 30 0.28 NFRC 0.2 NFRC Bug Screen 6050 5 Window Left Wall Left 90 1 30 0.28 NFRC 0.2 NFRC Bug Screen 6050 6 Window Left Wall Left 90 1 30 0.28 NFRC 0.2 NFRC Bug Screen 3080 FR DR Window Left Wall Left 90 1 24 0.28 NFRC 0.2 NFRC Bug Screen 3050 3 Window Back Wall Back 180 1 15 0.28 NFRC 0.2 NFRC Bug Screen 3050 4 Window Back Wall Back 180 1 15 0.28 NFRC 0.2 NFRC Bug Screen 3050 5 Window Back Wall Back 180 1 15 0.28 NFRC 0.2 NFRC Bug Screen 3080 FR DR 2 Window Back Wall Back 180 1 24 0.28 NFRC 0.2 NFRC Bug Screen 6040 Window Back Wall Back 180 1 24 0.28 NFRC 0.2 NFRC Bug Screen 2040 Window Right Wall Right 270 1 8 0.28 NFRC 0.2 NFRC Bug Screen 6050 7 Window Right Wall Right 270 1 30 0.28 NFRC 0.2 NFRC Bug Screen 4026 Window RIGHT Wall dormers Right 270 1 10 0.28 NFRC 0.2 NFRC Bug Screen 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 8 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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 4026 2 Window RIGHT Wall dormers Right 270 1 10 0.28 NFRC 0.2 NFRC Bug Screen 6050 8 Window BackWall Back 180 1 30 0.28 NFRC 0.2 NFRC Bug Screen 3080 FR DR 3 Window GarageWallLeft Left 90 1 24 0.28 NFRC 0.2 NFRC Bug Screen 6050 9 Window GarageWallLeft Left 90 1 30 0.28 NFRC 0.2 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft 2)U-factor Door Front Wall 48 0.5 Door 3 front kneewall 20 0.2 Door 2 Wall to Garage 20 0.2 Garage 2CarDoor GarageWall RIGHT 128 0.7 Garage 1CarDoor GarageWall RIGHT 64 0.7 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft 2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade 1st Floor Zone 2650 160 none 0 80%No GarageSlab __Garage__954 110 none 0 0%No 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc.CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 9 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-21 None / None 0.069 Inside Finish: Gypsum Board Cavity / Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco BIBS Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-23 None / None 0.066 Inside Finish: Gypsum Board Cavity / Frame: R-23 / 2x6 Exterior Finish: 3 Coat Stucco BIBS Wall1 Interior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-23 None / None 0.061 Inside Finish: Gypsum Board Cavity / Frame: R-23 / 2x6 Other Side Finish: Gypsum Board R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-19 None / None 0.069 Inside Finish: Gypsum Board Cavity / Frame: R-19 in 5-1/2 in. (R-18) / 2x6 Other Side Finish: Gypsum Board Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Attic Roof1st Floor Zone Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / 0 0.025 Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Under Roof Joists: R-25.0 insul. Attic Roof2nd Floor Zone Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / 0 0.025 Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Under Roof Joists: R-25.0 insul. 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 10 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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-38 Roof 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 unvented Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4 Inside Finish: Gypsum Board R-19 Floor No Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 / 2x10 Ceiling Below Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a 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) 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 11 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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 66 A. O. Smith HPTS-66 2** (66 gal, JA13)TankZone __Garage____Garage__ 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 Res HVAC1 Heat pump heating cooling Heat Pump System 1 2 Heat Pump System 1 2 HVAC Fan 1 Air Distribution System 1 Setback Mini-Split2 Heat pump heating cooling Heat Pump System 2 1 Heat Pump System 2 1 n/a n/a Setback 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 Verification Heating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 2 HSPF 9.5 60000 50000 EERSEER 16 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 12 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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 Verification Heating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 2 Ductless MiniSplit HP 1 HSPF2 9.5 24000 18000 EER2SEER2 16 12 Not Zonal Multi- speed Heat Pump System 2-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 Required 350 Not Required Required Yes Yes Yes Yes Heat Pump System 2-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS VerificationSupplyReturnSupplyReturnSupplyReturn Air Distribution System 1 Unconditioned attic Non-Verified R-8 R-8 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 13 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 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/ASRE Includes Fault Indicator Display? HERS Verification Status SFam IAQVentRpt 137 0.35 Exhaust No n/a / n/a No Yes 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Farias Res Calculation Date/Time:2024-04-29T09:47:07-07:00 (Page 14 of 14) Calculation Description:Title 24 Analysis Input File Name:Farias T24.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-04-29   09:49:05 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:   Easy to Verify at CalCERTS.com Steven Buttitta NorCal GBC 2460 Ceres Ave Chico, CA 95926 2024-04-29 09:51:39 R19-22-30108 530-828-3221 3217812 Steve Buttitta NorCal-GBC Design 2389 Bloomington Ave Chico, CA 95928 2024-04-29 09:52:24 00001 530-321-7812 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way impliesRegistration Provider responsibility for the accuracy of the information. 224-P010047018B-000-000-0000000-0000 2024-04-29 09:52:24 CalCERTS inc.GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A0.2 4/29/2024Plotted On: 4/29/2024 AS NOTED TITLE 24CRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. SECTION R337.1 SCOPE, PURPOSE AND APPLICATION R337.1.1 SCOPE SECTION R337 AND ALL SUBSECTIONS APPLY TO BUILDING MATERIALS, SYSTEMS AND OR ASSEMBLIES USED IN THE EXTERIOR DESIGN AND CONSTRUCTION OF NEW BUILDINGS LOCATED WITHIN A WILDLAND- URBAN INTERFACE (WUI) FIRE AREA AS DEFINED IN SECTION R337.2. R337.1.2 PURPOSE THE PURPOSE OF SECTION R337 IS TO ESTABLISH MINIMUM STANDARDS FOR THE PROTECTION OF LIFE AND PROPERTY BY INCREASING THE ABILITY OF A BUILDING LOCATED IN ANY FIRE HAZARD SEVERITY ZONE WITHIN STATE RESPONSIBILITY AREAS OR ANY WILDLAND-URBAN INTERFACE (WUI) FIRE AREA TO RESIST THE INTRUSION OF FLAME OR BURNING EMBERS PROJECTED BY A VEGETATION FIRE AND CONTRIBUTES TO A SYSTEMATIC REDUCTION IN CONFLAGRATION LOSSES. R337.1.3 APPLICATION NEW BUILDINGS LOCATED IN ANY FIRE HAZARD SEVERITY ZONE OR ANY WILDLAND-URBAN INTERFACE (WUI) FIRE AREA DESIGNATED BY THE ENFORCING AGENCY CONSTRUCTED AFTER THE APPLICATION DATE SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. THIS SHALL INCLUDE ALL NEW BUILDINGS WITH RESIDENTIAL, COMMERCIAL, EDUCATIONAL, INSTITUTIONAL OR SIMILAR OCCUPANCY TYPE USE, WHICH SHALL BE REFERRED TO IN THIS SECTION AS "APPLICABLE BUILDING" (SEE DEFINITION IN SECTION R337.2), AS WELL AS NEW BUILDINGS AND STRUCTURES ACCESSORY TO THOSE APPLICABLE BUILDINGS (SEE EXCEPTIONS 1 AND 4). EXCEPTIONS: 1. GROUP U OCCUPANCY ACCESSORY BUILDINGS OF ANY SIZE LOCATED AT LEAST 50 FEET (15 M) FROM AN APPLICABLE BUILDING ON THE SAME LOT. 2. GROUP U OCCUPANCY AGRICULTURAL BUILDINGS, AS DEFINED IN SECTION 202 OF THE CALIFORNIA BUILDING CODE, OF ANY SIZE LOCATED AT LEAST 50 FEET (15 M) FROM AN APPLICABLE BUILDING. 3. GROUP C OCCUPANCY SPECIAL BUILDINGS CONFORMING TO THE LIMITATIONS SPECIFIED IN SECTION 450.4.1 OF THE CALIFORNIA BUILDING CODE. 4. NEW ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES SPECIFIED IN SECTION R337.10 SHALL COMPLY ONLY WITH THE REQUIREMENTS OF THAT SECTION. 5. ADDITIONS TO AND REMODELS OF BUILDINGS ORIGINALLY CONSTRUCTED PRIOR TO JULY 1, 2008. R337.1.3.1 APPLICATION DATE AND WHERE REQUIRED NEW BUILDINGS FOR WHICH AN APPLICATION FOR A BUILDING PERMIT IS SUBMITTED ON OR AFTER JULY 1, 2008, LOCATED IN ANY FIRE HAZARD SEVERITY ZONE OR WILDLAND INTERFACE FIRE AREA SHALL COMPLY WITH ALL SECTIONS OF THIS CHAPTER, INCLUDING ALL OF THE FOLLOWING AREAS: 1. ALL UNINCORPORATED LANDS DESIGNATED BY THE STATE BOARD OF FORESTRY AND FIRE PROTECTION AS STATE RESPONSIBILITY AR EA (SRA) INCLUDING: 1. MODERATE FIRE HAZARD SEVERITY ZONES 2. HIGH FIRE HAZARD SEVERITY ZONES 3. VERY-HIGH FIRE HAZARD SEVERITY ZONES 2. LAND DESIGNATED AS VERY-HIGH FIRE HAZARD SEVERITY ZONE BY CITIES AND OTHER LOCAL AGENCIES. 3. LAND DESIGNATED AS WILDLAND INTERFACE FIRE AREA BY CITIES AND OTHER LOCAL AGENCIES. EXCEPTIONS: 1. NEW BUILDINGS LOCATED IN ANY FIRE HAZARD SEVERITY ZONE WITHIN STATE RESPONSIBILITY AREAS, FOR WHICH AN APPLICATION FOR A BUILDING PERMIT IS SUBMITTED ON OR AFTER JANUARY 1, 2008, SHALL COMPLY WITH ALL SECTIONS OF THIS CHAPTER. 2. NEW BUILDINGS LOCATED IN ANY FIRE HAZARD SEVERITY ZONE WITHIN STATE RESPONSIBILITY AREAS OR ANY WILDLAND INTERFACE FIRE AREA DESIGNATED BY CITIES AND OTHER LOCAL AGENCIES FOR WHICH AN APPLICATION FOR A BUILDING PERMIT IS SUBMITTED ON OR AFTER DECEMBER 1, 2005 BUT PRIOR TO JULY 1, 2008, SHALL ONLY COMPLY WITH THE FOLLOWING SECTIONS OF THIS CHAPTER: 1. SECTION R337.5 - ROOFING 2. SECTION R337.6 - VENTS R337.1.4 INSPECTION AND CERTIFICATION BUILDING PERMIT APPLICATIONS AND FINAL COMPLETION APPROVALS FOR BUILDINGS WITHIN THE SCOPE AND APPLICATION OF THIS CHAPTER SHALL COMPLY WITH THE FOLLOWING: 1. BUILDING PERMIT ISSUANCE. THE LOCAL BUILDING OFFICIAL SHALL, PRIOR TO CONSTRUCTION, PROVIDE THE OWNER OR APPLICANT A CERTIFICATION THAT THE BUILDING AS PROPOSED TO BE BUILT COMPLIES WITH ALL APPLICABLE STATE AND LOCAL BUILDING STANDARDS, INCLUDING THOSE FOR MATERIALS AND CONSTRUCTION METHODS FOR WILDFIRE EXPOSURE AS DESCRIBED IN THIS CHAPTER. ISSUANCE OF A BUILDING PERMIT BY THE LOCAL BUILDING OFFICIAL FOR THE PROPOSED BUILDING SHALL BE CONSIDERED AS COMPLYING WITH THIS SECTION. 2. BUILDING PERMIT FINAL. THE LOCAL BUILDING OFFICIAL SHALL, UPON COMPLETION OF CONSTRUCTION, PROVIDE THE OWNER OR APPLICANT WITH A COPY OF THE FINAL INSPECTION REPORT THAT DEMONSTRATES THE BUILDING WAS CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING STANDARDS, INCLUDING THOSE FOR MATERIALS AND CONSTRUCTION METHODS FOR WILDFIRE EXPOSURE AS DESCRIBED IN THIS CHAPTER. ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE LOCAL BUILDING OFFICIAL FOR THE PROPOSED BUILDING SHALL BE CONSIDERED AS COMPLYING WITH THIS SECTION. R337.1.5 VEGETATION MANAGEMENT COMPLIANCE PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION MANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTION 4906 AND 4907, INCLUDING CALIFORNIA PUBLIC RESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182. ACCEPTABLE METHODS OF COMPLIANCE INSPECTION AND DOCUMENTATION SHALL BE DETERMINED BY THE ENFORCING AGENCY AND SHALL BE PERMITTED TO INCLUDE ANY OF THE FOLLOWING: 1. LOCAL, STATE OR FEDERAL FIRE AUTHORITY OR DESIGNEE AUTHORIZED TO ENFORCE VEGETATION MANAGEMENT REQUIREMENTS. 2. ENFORCING AGENCY. 3. THIRD PARTY INSPECTION AND CERTIFICATION AUTHORIZED TO ENFORCE VEGETATION MANAGEMENT REQUIREMENTS. 4. PROPERTY OWNER CERTIFICATION AUTHORIZED BY THE ENFORCING AGENCY. SECTION R337.2 DEFINITIONS FOR THE PURPOSES OF SECTION R337, CERTAIN TERMS ARE DEFINED BELOW: APPLICABLE BUILDING. A BUILDING THAT HAS RESIDENTIAL, COMMERCIAL, EDUCATIONAL, INSTITUTIONAL OR SIMILAR OCCUPANCY TYPE USE. DIRECTOR MEANS THE DIRECTOR OF THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION (CAL FIRE). EXTERIOR COVERING. THE EXPOSED SIDING OR CLADDING MATERIAL APPLIED TO THE EXTERIOR SIDE OF AN EXTERIOR WALL, ROOF EAVE SOFFIT, FLOOR PROJECTION OR EXPOSED UNDERFLOOR FRAMING. EXTERIOR WALL ASSEMBLY. A SYSTEM OR ASSEMBLY OF EXTERIOR WALL COMPONENTS, INCLUDING EXTERIOR WALL COVERING MATERIALS, THAT PROVIDES PROTECTION OF THE BUILDING STRUCTURAL MEMBERS, INCLUDING FRAMING AND SHEATHING MATERIALS, AND CONDITIONED INTERIOR SPACE, FROM THE DETRIMENTAL EFFECTS OF THE EXTERIOR ENVIRONMENT. EXTERIOR WALL COVERING. A MATERIAL OR ASSEMBLY OF MATERIALS APPLIED ON THE EXTERIOR SIDE OF EXTERIOR WALLS FOR THE PURPOSE OF PROVIDING A WEATHER-RESISTING BARRIER, INSULATION OR FOR AESTHETICS, INCLUDING BUT NOT LIMITED TO, VENEERS, SIDING, EXTERIOR INSULATION AND FINISH SYSTEMS, ARCHITECTURAL TRIM AND EMBELLISHMENTS SUCH AS CORNICES, SOFFITS, FACIAS, GUTTERS AND LEADERS. FIRE PROTECTION PLAN. A DOCUMENT PREPARED FOR A SPECIFIC PROJECT OR DEVELOPMENT PROPOSED FOR A WILDLAND-URBAN INTERFACE (WUI) FIRE AREA. IT DESCRIBES WAYS TO MINIMIZE AND MITIGATE POTENTIAL FOR LOSS FROM WILDFIRE EXPOSURE. SEE THE CALIFORNIA FIRE CODE, CHAPTER 49, FOR REQUIRED ELEMENTS OF A FIRE PROTECTION PLAN. FIRE HAZARD SEVERITY ZONES. GEOGRAPHICAL AREAS DESIGNATED PURSUANT TO CALIFORNIA PUBLIC RESOURCES CODES SECTIONS 4201 THROUGH 4204 AND CLASSIFIED AS VERY-HIGH, HIGH OR MODERATE IN STATE RESPONSIBILITY AREAS OR AS LOCAL RESPONSIBILITY AREAS IN VERY-HIGH FIRE HAZARD SEVERITY ZONES DESIGNATED PURSUANT TO CALIFORNIA GOVERNMENT CODE SECTIONS 51175 THROUGH 51189. SEE CALIFORNIA FIRE CODE CHAPTER 49. THE CALIFORNIA CODE OF REGULATIONS, TITLE 14, SECTION 1280 ENTITLES THE MAPS OF THESE GEOGRAPHICAL AREAS AS "MAPS OF THE FIRE HAZARD SEVERITY ZONES IN THE STATE RESPONSIBILITY AREA OF CALIFORNIA." FIRE-RESISTANT VEGETATION. PLANTS, SHRUBS, TREES AND OTHER VEGETATION WHICH EXHIBIT PROPERTIES, SUCH AS HIGH MOISTURE CONTENT, LITTLE ACCUMULATION OF DEAD VEGETATION, AND LOW SAP OR RESIN CONTENT, THAT MAKE THEM LESS LIKELY TO IGNITE OR CONTRIBUTE HEAT OR SPREAD FLAME IN A FIRE THAN NATIVE VEGETATION TYPICALLY FOUND IN THE REGION. [NOTE: THE FOLLOWING SOURCES CONTAIN EXAMPLES OF TYPES OF VEGETATION THAT CAN BE CONSIDERED AS FIRE-RESISTANT VEGETATION. (FIRE-RESISTANT PLANTS FOR HOME LANDSCAPES, A PACIFIC NORTHWEST EXTENSION PUBLICATION; HOME LANDSCAPING FOR FIRE, UNIVERSITY OF CALIFORNIA DIVISION OF AGRICULTURE AND NATURAL RESOURCES; SUNSET WESTERN GARDEN BOOK)] IGNITION-RESISTANT MATERIAL. A TYPE OF BUILDING MATERIAL THAT COMPLIES WITH THE REQUIREMENTS IN SECTION R337.4. LOCAL RESPONSIBILITY AREA (LRA). AREAS OF THE STATE IN WHICH THE FINANCIAL RESPONSIBILITY OF PREVENTING AND SUPPRESSING FIRES IS THE PRIMARY RESPONSIBILITY OF A CITY, COUNTY, CITY AND COUNTY, OR DISTRICT. LOG WALL CONSTRUCTION. A TYPE OF CONSTRUCTION IN WHICH EXTERIOR WALLS ARE CONSTRUCTED OF SOLID WOOD MEMBERS AND WHERE THE SMALLEST HORIZONTAL DIMENSION OF EACH SOLID WOOD MEMBER IS AT LEAST 6 INCHES (152 MM). RAFTER TAIL. THE PORTION OF ROOF RAFTER FRAMING IN A SLOPING ROOF ASSEMBLY THAT PROJECTS BEYOND AND OVERHANGS AN EXTERIOR WALL. ROOF EAVE. THE LOWER PORTION OF A SLOPING ROOF ASSEMBLY THAT PROJECTS BEYOND AND OVERHANGS AN EXTERIOR WALL AT THE LOWER END OF THE RAFTER TAILS. ROOF EAVES MAY BE EITHER "OPEN" OR "ENCLOSED." OPEN ROOF EAVES HAVE EXPOSED RAFTER TAILS AND AN UNENCLOSED SPACE ON THE UNDERSIDE OF THE ROOF DECK. ENCLOSED ROOF EAVES HAVE A BOXED- IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS. ROOF EAVE SOFFIT. AN ENCLOSED BOXED-IN SOFFIT UNDER A ROOF EAVE WITH EXTERIOR COVERING MATERIAL APPLIED TO THE SOFFIT FRAMING CREATING A HORIZONTAL SURFACE ON THE EXPOSED UNDERSIDE. STATE RESPONSIBILITY AREA (SRA). LANDS THAT ARE CLASSIFIED BY THE BOARD OF FORESTRY PURSUANT TO PUBLIC RESOURCES CODE SECTION 4125 WHERE THE FINANCIAL RESPONSIBILITY OF PREVENTING AND SUPPRESSING FOREST FIRES IS PRIMARILY THE RESPONSIBILITY OF THE STATE. WILDFIRE. ANY UNCONTROLLED FIRE SPREADING THROUGH VEGETATIVE FUELS THAT THREATENS TO DESTROY LIFE, PROPERTY OR RESOURCES AS DEFINED IN PUBLIC RESOURCES CODE SECTIONS 4103 AND 4104. WILDFIRE EXPOSURE. ONE OR A COMBINATION OF RADIANT HEAT, CONVECTIVE HEAT, DIRECT FLAME CONTACT AND BURNING EMBERS BEING PROJECTED BY VEGETATION FIRE TO A STRUCTURE AND ITS IMMEDIATE ENVIRONMENT. WILDLAND-URBAN INTERFACE (WUI). A GEOGRAPHICAL AREA IDENTIFIED BY THE STATE AS A "FIRE HAZARD SEVERITY ZONE" IN ACCORDANCE WITH THE PUBLIC RESOURCES CODE SECTIONS 4201 THROUGH 4204 AND GOVERNMENT CODE SECTIONS 51175 THROUGH 51189, OR OTHER AREAS DESIGNATED BY THE ENFORCING AGENCY TO BE AT A SIGNIFICANT RISK FROM WILDFIRES. SECTION R337.3 STANDARDS OF QUALITY R337.3.1 GENERAL BUILDING MATERIAL, SYSTEMS, ASSEMBLIES AND METHODS OF CONSTRUCTION USED IN SECTION R337 SHALL BE IN ACCORDANCE WITH SECTION R337.3. R337.3.2 QUALIFICATION BY TESTING MATERIAL AND MATERIAL ASSEMBLIES TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R337.3 SHALL BE ACCEPTED FOR USE WHEN THE RESULTS AND CONDITIONS OF THOSE TESTS ARE MET. PRODUCT EVALUATION TESTING OF MATERIAL AND MATERIAL ASSEMBLIES SHALL BE APPROVED OR LISTED BY THE STATE FIRE MARSHAL, OR IDENTIFIED IN A CURRENT REPORT ISSUED BY AN APPROVED AGENCY. R337.3.3 APPROVED AGENCY PRODUCT EVALUATION TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY AS DEFINED IN SECTION 1702 OF THE CALIFORNIA BUILDING CODE. THE SCOPE OF ACCREDITATION FOR THE APPROVED AGENCY SHALL INCLUDE BUILDING PRODUCT COMPLIANCE WITH THE CALIFORNIA BUILDING CODE. R337.3.4 LABELING MATERIAL AND MATERIAL ASSEMBLIES TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R337.3 SHALL BEAR AN IDENTIFICATION LABEL SHOWING THE FIRE TEST RESULTS. THAT IDENTIFICATION LABEL SHALL BE ISSUED BY A TESTING AND/OR INSPECTING AGENCY APPROVED BY THE STATE FIRE MARSHAL. 1. IDENTIFICATION MARK OF THE APPROVED TESTING AND/OR INSPECTING AGENCY. 2. CONTACT AND IDENTIFICATION INFORMATION OF THE MANUFACTURER. 3. MODEL NUMBER OR IDENTIFICATION OF THE PRODUCT OR MATERIAL. 4. PRE-TEST WEATHERING SPECIFIED IN THIS SECTION. 5. COMPLIANCE STANDARD AS DESCRIBED UNDER SECTION R337.3.7. R337.3.5 WEATHERING AND SURFACE TREATMENT PROTECTION R337.3.5.1 GENERAL MATERIAL AND MATERIAL ASSEMBLIES TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R337.3 SHALL MAINTAIN THEIR FIRE TEST PERFORMANCE UNDER CONDITIONS OF USE WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. R337.3.5.2 WEATHERING FIRE-RETARDANT-TREATED WOOD AND FIRE-RETARDANT-TREATED WOOD SHINGLES AND SHAKES SHALL MEET THE FIRE TEST PERFORMANCE REQUIREMENTS OF THIS SECTION AFTER BEING SUBJECTED TO THE WEATHERING CONDITIONS CONTAINED IN THE FOLLOWING STANDARDS, AS APPLICABLE TO THE MATERIALS AND THE CONDITIONS OF USE. R337.3.5.2.1 FIRE-RETARDANT-TREATED WOOD FIRERETARDANT-TREATED WOOD SHALL BE TESTED IN ACCORDANCE WITH ASTM D2898 (METHOD A), AND THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. R337.3.5.2.2 FIRE-RETARDANT-TREATED WOOD SHINGLES AND SHAKES FIRE-RETARDANT-TREATED WOOD SHINGLES AND SHAKES SHALL BE APPROVED AND LISTED BY THE STATE FIRE MARSHAL IN ACCORDANCE WITH SECTION 208(C), TITLE 19 CALIFORNIA CODE OF REGULATIONS. R337.3.5.3 SURFACE TREATMENT PROTECTION THE USE OF PAINTS, COATINGS, STAINS OR OTHER SURFACE TREATMENTS ARE NOT AN APPROVED METHOD OF PROTECTION AS REQUIRED IN THIS SECTION. R337.3.6 ALTERNATES FOR MATERIALS, DESIGN, TESTS AND METHODS OF CONSTRUCTION THE ENFORCING AGENCY IS PERMITTED TO MODIFY THE PROVISIONS OF THIS CHAPTER FOR SITE-SPECIFIC CONDITIONS IN ACCORDANCE WITH SECTION 1.11.2.4. WHEN REQUIRED BY THE ENFORCING AGENCY FOR THE PURPOSES OF GRANTING MODIFICATIONS, A FIRE PROTECTION PLAN SHALL BE SUBMITTED IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, CHAPTER 49. R337.3.7 STANDARDS OF QUALIT THE STATE FIRE MARSHAL STANDARDS FOR EXTERIOR WILDFIRE EXPOSURE PROTECTION LISTED BELOW AND AS REFERENCED IN THIS CHAPTER ARE LOCATED IN THE CALIFORNIA REFERENCED STANDARDS CODE, PART 12 AND CHAPTER 44 OF THIS CODE.SFM STANDARD 12-7A-1, EXTERIOR WALL SIDING AND SHEATHING. A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 150 KW INTENSITY DIRECT FLAME EXPOSURE FOR A 10 MINUTES DURATION. SFM STANDARD 12-7A-2, EXTERIOR WINDOWS. A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 150 KW INTENSITY DIRECT FLAME EXPOSURE FOR AN 8-MINUTE DURATION. SFM STANDARD 12-7A-3, HORIZONTAL PROJECTION UNDERSIDE A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 300 KW INTENSITY DIRECT FLAME EXPOSURE FOR A 10 MINUTE DURATION. SFM STANDARD 12-7A-4, DECKING. A TWO-PART TEST CONSISTING OF A HEAT RELEASE RATE (PART A) DECK ASSEMBLY COMBUSTION TEST WITH AN UNDER DECK EXPOSURE OF 80 KW INTENSITY DIRECT FLAME FOR A 3 MINUTE DURATION, AND A (PART B) SUSTAINED DECK ASSEMBLY COMBUSTION TEST CONSISTING OF A DECK UPPER SURFACE BURNING EMBER EXPOSURE WITH A 12 MPH WIND FOR 40 MINUTES USING A 2.2 LB (1 KG) BURNING "CLASS A" SIZE 12" × 12" × 2.25" (300 MM X 300 MM X 57 MM) ROOF TEST BRAND. SFM STANDARD 12-7A-4A, DECKING ALTERNATE METHOD A. A HEAT RELEASE RATE DECK ASSEMBLY COMBUSTION TEST WITH AN UNDER DECK EXPOSURE OF 80 KW INTENSITY DIRECT FLAME FOR A 3 MINUTE DURATION. ASTM D2898, STANDARD PRACTICE FOR ACCELERATED WEATHERING OF FIRE-RETARDANT- TREATED WOOD FOR FIRE TESTING. ASTM D3909/D3909M, STANDARD SPECIFICATION FOR ASPHALT ROLL ROOFING (GLASS FELT) SURFACED WITH MINERAL GRANULES. ASTM E84, STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. ASTM E119, STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS. ASTM E2632/E2632M, STANDARD TEST METHOD FOR EVALUATING THE UNDER-DECK FIRE TEST RESPONSE OF DECK MATERIALS. ASTM E2707, STANDARD TEST METHOD FOR DETERMINING FIRE PENETRATION OF EXTERIOR WALL ASSEMBLIES USING A DIRECT FLAME IMPINGEMENT EXPOSURE. ASTM E2726/E2726M, STANDARD TEST METHOD FOR EVALUATING THE FIRE-TEST-RESPONSE OF DECK STRUCTURES TO BURNING BRANDS. ASTM E2768 STANDARD TEST METHOD FOR EXTENDED DURATION SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS (30-MINUTE TUNNEL TEST). ASTM E2886/E2886M, STANDARD TEST METHOD FOR EVALUATING THE ABILITY OF EXTERIOR VENTS TO RESIST THE ENTRY OF EMBERS AND DIRECT FLAME IMPINGEMENT. ASTM E2957, STANDARD TEST METHOD FOR RESISTANCE TO WILDFIRE PENETRATION OF EAVES, SOFFITS AND OTHER PROJECTIONS. NFPA 257, STANDARD ON FIRE TEST FOR WINDOW AND GLASS BLOCK ASSEMBLIES. UL 263, STANDARD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS. UL 723, STANDARD FOR TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS SECTION R337.4 IGNITION-RESISTANT CONSTRUCTION R337.4.1 GENERAL THE MATERIALS PRESCRIBED HEREIN FOR IGNITION RESISTANCE SHALL CONFORM TO THE REQUIREMENTS OF SECTION R337. R337.4.2 IGNITION-RESISTANT MATERIALS IGNITION-RESISTANT MATERIALS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. THE REQUIREMENTS IN SECTION R337.4.3 OR 2. ONE OF THE ALTERNATIVE METHODS IN SECTION R337.4.4. R337.4.3 CONDITIONS OF ACCEPTANCE FOR IGNITION-RESISTANT MATERIALS THE MATERIAL SHALL COMPLY WITH THE CONDITIONS OF ACCEPTANCE IN ITEMS 1 AND 2 BELOW OR WITH THE CONDITIONS OF ACCEPTANCE OF ASTM E2768. 1. THE MATERIAL SHALL EXHIBIT A LISTED FLAME SPREAD INDEX NOT EXCEEDING 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. 2. ADDITIONALLY, THE ASTM E84 OR UL 723 TEST SHALL BE CONTINUED FOR AN ADDITIONAL 20-MINUTE PERIOD, AND THE MATERIAL SHALL EXHIBIT A FLAME FRONT THAT DOES NOT PROGRESS MORE THAN 101/2 FEET (3200 MM) BEYOND THE CENTERLINE OF THE BURNER AT ANY TIME DURING THE TEST PERIOD. R337.4.3.1 FIRE TESTING OF WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS SHALL BE TESTED WITH A RIPPED OR CUT LONGITUDINAL GAP OF 1/8 INCH (3.2 MM). R337.4.4 ALTERNATIVE METHODS FOR DETERMINING IGNITIONRESISTANT MATERIAL ANY ONE OF THE FOLLOWING SHALL BE ACCEPTED AS MEETING THE DEFINITION OF IGNITION-RESISTANT MATERIAL: 1. NONCOMBUSTIBLE MATERIAL. MATERIAL THAT COMPLIES WITH THE DEFINITION FOR NONCOMBUSTIBLE MATERIALS IN SECTION R202. 2. FIRE-RETARDANT-TREATED WOOD. FIRE-RETARDANT-TREATED WOOD IDENTIFIED FOR EXTERIOR USE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 3. FIRE-RETARDANT-TREATED WOOD SHINGLES AND SHAKES. FIRE-RETARDANT-TREATED WOOD SHINGLES AND SHAKES, AS DEFINED IN SECTION 1505.6 OF THE CALIFORNIA BUILDING CODE AND LISTED BY STATE FIRE MARSHAL FOR USE AS "CLASS B" ROOF COVERING, SHALL BE ACCEPTED AS AN IGNITION-RESISTANT WALL COVERING MATERIAL WHEN INSTALLED OVER SOLID SHEATHING. SECTION R337.5 ROOFING R337.5.1 GENERAL ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R337 AND R902. ROOFS SHALL HAVE A ROOFING ASSEMBLY INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF ASSEMBLIES IN THE FIRE HAZARD SEVERITY ZONES SHALL BE CLASS A RATING WHEN TESTED IN ACCORDANCE WITH ASTM E108 OR UL790. R337.5.2 ROOF COVERINGS WHERE THE ROOFING PROFILE HAS AN AIRSPACE UNDER THE ROOF COVERING, INSTALLED OVER A COMBUSTIBLE DECK, A 72 LB. (32.7KG) CAP SHEET COMPLYING WITH ASTM D3909 STANDARD SPECIFICATION FOR "ASPHALT ROLLED ROOFING (GLASS FELT) SURFACED WITH MINERAL GRANULES," SHALL BE INSTALLED OVER THE ROOF DECK. BIRD STOPS SHALL BE USED AT THE EAVES WHEN THE PROFILE FITS, TO PREVENT DEBRIS AT THE EAVE. HIP AND RIDGE CAPS SHALL BE MUDDED IN TO PREVENT INTRUSION OF FIRE OR EMBERS. EXCEPTION: CAP SHEET IS NOT REQUIRED WHEN NO LESS THAN 1 INCH OF MINERAL WOOL BOARD OR OTHER NONCOMBUSTIBLE MATERIAL IS LOCATED BETWEEN THE ROOFING MATERIAL AND WOOD FRAMING OR DECK. ALTERNATELY, A CLASS A FIRE RATED ROOF UNDERLAYMENT, TESTED IN ACCORDANCE WITH ASTM E108, SHALL BE PERMITTED TO BE USED. IF THE SHEATHING CONSISTS OF EXTERIOR FIRERETARDANT-TREATED WOOD, THE UNDERLAYMENT SHALL NOT BE REQUIRED TO COMPLY WITH A CLASS A CLASSIFICATION. BIRD STOPS SHALL BE USED AT THE EAVES WHEN THE PROFILE FITS, TO PREVENT DEBRIS AT THE EAVE. HIP AND RIDGE CAPS SHALL BE MUDDED IN TO PREVENT INTRUSION OF FIRE OR EMBERS. R337.5.3 ROOF VALLEYS WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) NO. 26 GAGE GALVANIZED SHEET CORROSIONRESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72-POUND (32.4 KG) MINERAL-SURFACED NONPERFORATED CAP SHEET COMPLYING WITH ASTM D3909, AT LEAST 36-INCH-WIDE (914 MM) RUNNING THE FULL LENGTH OF THE VALLEY. R337.5.4 ROOF GUTTERS ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. SECTION R337.6 VENTS R337.6.1 GENERAL WHERE PROVIDED, VENTILATION OPENINGS FOR ENCLOSED ATTICS, GABLE ENDS, RIDGE ENDS, UNDER EAVES AND CORNICES, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, UNDERFLOOR VENTILATION, FOUNDATIONS AND CRAWL SPACES, OR ANY OTHER OPENING INTENDED TO PERMIT VENTILATION, EITHER IN A HORIZONTAL OR VERTICAL PLANE, SHALL BE IN ACCORDANCE WITH SECTION 1202 OF THE CALIFORNIA BUILDING CODE AND SECTIONS R337.6.1 THROUGH R337.6.2 TO RESIST BUILDING IGNITION FROM THE INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. R337.6.2 REQUIREMENTS VENTILATION OPENINGS SHALL BE FULLY COVERED WITH WILDFIRE FLAME AND EMBER RESISTANT VENTS APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS TESTED TO ASTM E2886 AND LISTED, BY COMPLYING WITH ALL OF THE FOLLOWING REQUIREMENTS: 1. THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THE EMBER INTRUSION TEST. 2. THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OF THE FLAME INTRUSION TEST. 3. THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOT EXCEED 662°F (350°C). R337.6.2.1 OFF RIDGE AND RIDGE VENTS VENTS THAT ARE INSTALLED ON A SLOPED ROOF, SUCH AS DORMER VENTS, SHALL COMPLY WITH ALL THE FOLLOWING: 1. VENTS SHALL BE COVERED WITH A MESH WHERE THE DIMENSIONS OF THE MESH THEREIN SHALL BE A MINIMUM OF 1/16 INCH (1.6 MM) AND SHALL NOT EXCEED 1/8 INCH (3.2 MM) IN DIAMETER. 2. THE MESH MATERIAL SHALL BE NONCOMBUSTIBLE. 3. THE MESH MATERIAL SHALL BE CORROSION RESISTANT. SECTION R337.7 EXTERIOR COVERING R337.7.1 SCOPE THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS AND CONSTRUCTION METHODS USED TO RESIST BUILDING IGNITION AND/OR SAFEGUARD AGAINST THE INTRUSION OF FLAMES RESULTING FROM SMALL EMBER AND SHORT-TERM DIRECT FLAME CONTACT EXPOSURE. R337.7.2 GENERAL THE FOLLOWING EXTERIOR COVERING MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: 1. EXTERIOR WALL COVERINGS. 2. EXTERIOR WALL ASSEMBLIES. 3. EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE OVERHANGS. 4. EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS. 5. EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS. 6. EXTERIOR EXPOSED UNDERSIDE OF FLOOR PROJECTIONS. 7. EXTERIOR UNDERFLOOR AREAS. EXCEPTIONS TO SECTION R337.7.2: 1. EXTERIOR WALL ARCHITECTURAL TRIM, EMBELLISHMENTS, FASCIAS AND GUTTERS. 2. ROOF OR WALL TOP CORNICE PROJECTIONS AND SIMILAR ASSEMBLIES. 3. DECK WALKING SURFACES SHALL COMPLY WITH SECTION R337.9 ONLY. R337.7.3 EXTERIOR WALL COVERINGS THE EXTERIOR WALL COVERING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING REQUIREMENTS, EXCEPT AS PERMITTED FOR EXTERIOR WALL ASSEMBLIES COMPLYING WITH SECTION R337.7.4: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.4.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. R337.7.3.1 EXTENT OF EXTERIOR WALL COVERING EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE AT 2 INCH (50.8 MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE. R337.7.4 EXTERIOR WALL ASSEMBLIES EXTERIOR WALL ASSEMBLIES OF BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED USING ONE OR MORE OF THE FOLLOWING METHODS, UNLESS THEY ARE COVERED BY AN EXTERIOR WALL COVERING COMPLYING WITH SECTION R337.7.3: 1. ASSEMBLY OF SAWN LUMBER OR GLUE-LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES (102 MM). SAWN OR GLUE-LAMINATED PLANKS SPLINED, TONGUE-AND- GROVE, OR SET CLOSE TOGETHER AND WELL SPIKED. 2. LOG WALL CONSTRUCTION ASSEMBLY. 3. ASSEMBLY THAT HAS BEEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10- MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN ASTM E2707 WITH THE CONDITIONS OF ACCEPTANCE SHOWN IN SECTION R337.7.4.1. 4. ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1. 5. ASSEMBLY SUITABLE FOR EXTERIOR FIRE EXPOSURE WITH A 1-HOUR FIRE-RESISTANCE RATING, RATED FROM THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 6. ASSEMBLY SUITABLE FOR EXTERIOR FIRE EXPOSURE CONTAINING ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR WALL COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 7. ASSEMBLY SUITABLE FOR EXTERIOR FIRE EXPOSURE CONTAINING ANY OF THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL AS COMPLYING WITH A 1-HOUR FIRE-RESISTANCE RATING, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. R337.7.4.1 CONDITIONS OF ACCEPTANCE WHEN TESTED IN ACCORDANCE WITH ASTM E2707 THE ASTM E2707 TEST SHALL BE CONDUCTED ON A MINIMUM OF THREE TEST SPECIMENS, AND THE CONDITIONS OF ACCEPTANCE IN ITEMS 1 AND 2 BELOW SHALL BE MET. IF ANY ONE OF THE THREE TESTS DO NOT MEET THE CONDITIONS OF ACCEPTANCE, THREE ADDITIONAL TESTS SHALL BE RUN. ALL THE ADDITIONAL TESTS SHALL MEET THE CONDITIONS OF ACCEPTANCE. 1. ABSENCE OF FLAME PENETRATION THROUGH THE WALL ASSEMBLY AT ANY TIME. 2. ABSENCE OF EVIDENCE OF GLOWING COMBUSTION ON THE INTERIOR SURFACE OF THE ASSEMBLY AT THE END OF THE 70-MINUTE TEST. R337.7.5 OPEN ROOF EAVES THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 704A.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANTTREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE ROOF DECK. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE-RESISTANCE-RATED EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. EXCEPTION TO SECTION R337.7.5: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS. R337.7.6 ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS THE EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A BOXED-IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.4.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRERESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE RESISTIVE EXTERIOR ASSEMBLY APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 7. BOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN SECTION R337.7.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957. 8. BOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION R337.7.6: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS. R337.7.7 EXTERIOR PORCH CEILINGS THE EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.4.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING ON THE UNDERSIDE OF THE CEILING. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE-RESISTANCE-RATED EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119, APPLIED TO THE UNDERSIDE OF THE CEILING ASSEMBLY, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL 7. PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN SECTION R337.7.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957. 8. PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION R337.7.7: ARCHITECTURAL TRIM BOARDS DO NOT REQUIRE PROTECTION. R337.7.8 FLOOR PROJECTIONS THE EXPOSED UNDERSIDE OF A CANTILEVERED FLOOR PROJECTION WHERE A FLOOR ASSEMBLY EXTENDS OVER AN EXTERIOR WALL SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.4.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRERESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE FLOOR PROJECTION. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE-RESISTANCERATED EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE FLOOR PROJECTION, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 7. THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION R337.7.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957. 8. THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION R337.7.8: ARCHITECTURAL TRIM BOARDS DO NOT REQUIRE PROTECTION. R337.7.9 UNDERFLOOR PROTECTION THE UNDERFLOOR AREA OF ELEVATED OR OVERHANGING BUILDINGS SHALL BE ENCLOSED TO GRADE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS CHAPTER OR THE UNDERSIDE OF THE EXPOSED UNDERFLOOR SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.4.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANTTREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRERESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE FLOOR PROJECTION. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE-RESISTANCERATED EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE FLOOR, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 7. THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION R337.7.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957. 8. THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION R337.7.9: STRUCTURAL COLUMNS AND BEAMS DO NOT REQUIRE PROTECTION WHEN THEY ARE CONSTRUCTED WITH SAWN LUMBER OR GLUE LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES (102 MM). SAWN OR GLUE-LAMINATED PLANKS SHALL BE SPLINED, TONGUE-AND-GROVE, OR SET CLOSE TOGETHER AND WELL SPIKED. R337.7.10 UNDERSIDE OF APPENDAGES WHEN REQUIRED BY THE ENFORCING AGENCY THE UNDERSIDE OF OVERHANGING APPENDAGES SHALL BE ENCLOSED TO GRADE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS CHAPTER OR THE UNDERSIDE OF THE EXPOSED UNDERFLOOR SHALL BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL. 2. IGNITION-RESISTANT MATERIAL. THE IGNITION-RESISTANT MATERIAL SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION R337.7.2. 3. FIRE-RETARDANT-TREATED WOOD. THE FIRE-RETARDANT-TREATED WOOD SHALL BE LABELED FOR EXTERIOR USE AND SHALL MEET THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE. 4. MATERIALS APPROVED FOR NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION ON THE EXTERIOR SIDE, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263. 5. ONE LAYER OF 5/8-INCH (16 MM) TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE APPENDAGE PROJECTION. 6. THE EXTERIOR PORTION OF A 1-HOUR FIRE-RESISTANCERATED EXTERIOR ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, APPLIED TO THE UNDERSIDE OF THE APPENDAGE, INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 7. THE UNDERSIDE OF AN APPENDAGE ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN SECTION R337.7.11 WHEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E2957. 8. THE UNDERSIDE OF AN APPENDAGE ASSEMBLY THAT MEETS THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. EXCEPTION TO SECTION R337.7.10: STRUCTURAL COLUMNS AND BEAMS DO NOT REQUIRE PROTECTION WHEN THEY ARE CONSTRUCTED WITH SAWN LUMBER OR GLUE-LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES (102 MM). SAWN OR GLUE-LAMINATED PLANKS SHALL BE SPLINED, TONGUE-AND-GROVE, OR SET CLOSE TOGETHER AND WELL SPIKED. R337.7.11 CONDITIONS OF ACCEPTANCE WHEN TESTED IN ACCORDANCE WITH ASTM E2957 THE TEST SHALL BE CONDUCTED ON A MINIMUM OF THREE TEST SPECIMENS AND THE CONDITIONS OF ACCEPTANCE IN 1 THROUGH 3 BELOW SHALL BE MET. IF ANY ONE OF THE THREE TESTS DOES NOT MEET THE CONDITIONS OF ACCEPTANCE, THREE ADDITIONAL TESTS SHALL BE RUN. ALL OF THE ADDITIONAL TESTS SHALL MEET THE CONDITIONS OF ACCEPTANCE. 1. ABSENCE OF FLAME PENETRATION OF THE EAVES OR HORIZONTAL PROJECTION ASSEMBLY AT ANY TIME. 2. ABSENCE OF STRUCTURAL FAILURE OF THE EAVES OR HORIZONTAL PROJECTION SUBASSEMBLY AT ANY TIME. 3. ABSENCE OF SUSTAINED COMBUSTION OF ANY KIND AT THE CONCLUSION OF THE 40-MINUTE TEST. SECTION R337.8 EXTERIOR WINDOWS, SKYLIGHTS AND DOORS R337.8.1 GENERAL R337.8.2 EXTERIOR GLAZING THE FOLLOWING EXTERIOR GLAZING MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: 1. EXTERIOR WINDOWS. 2. EXTERIOR GLAZED DOORS. 3. GLAZED OPENINGS WITHIN EXTERIOR DOORS. 4. GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS. 5. EXTERIOR STRUCTURAL GLASS VENEER. 6. SKYLIGHTS. 7. VENTS. R337.8.2.1 EXTERIOR WINDOWS, SKYLIGHTS AND EXTERIOR GLAZED DOOR ASSEMBLY REQUIREMENTS EXTERIOR WINDOWS, SKYLIGHTS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION R308 SAFETY GLAZING, OR 2. BE CONSTRUCTED OF GLASS BLOCK UNITS, OR 3. HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257, OR 4. BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2. R337.8.2.2 OPERABLE SKYLIGHTS OPERABLE SKYLIGHTS SHALL BE PROTECTED BY A NONCOMBUSTIBLE MESH SCREEN WHERE THE DIMENSIONS OF THE OPENINGS IN THE SCREEN SHALL NOT EXCEED 1/8 INCH (3.2 MM). R337.8.2.3 STRUCTURAL GLASS VENEER THE WALL ASSEMBLY BEHIND STRUCTURAL GLASS VENEER SHALL COMPLY WITH SECTION R337.7.3 EXTERIOR WALLS. R337.8.3 EXTERIOR DOORS EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE MATERIAL, OR 2. THE EXTERIOR SURFACE OR CLADDING SHALL BE OF IGNITIONRESISTANT MATERIAL, OR 3. THE EXTERIOR DOOR SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLIES WITH THE FOLLOWING REQUIREMENTS: 1. STILES AND RAILS SHALL NOT BE LESS THAN 13/8 INCHES THICK 2. PANELS SHALL NOT BE LESS THAN 11/4 INCHES THICK, EXCEPT FOR THE EXTERIOR PERIMETER OF THE PANEL THAT SHALL BE PERMITTED TO TAPER TO A TONGUE NOT LESS THAN 3/8 INCH THICK. 4. THE EXTERIOR DOOR ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252. 5. THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SECTION R337.7.3.1 WHEN TESTED IN ACCORDANCE WITH ASTM E2707. 6. THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1. R337.8.3.1 EXTERIOR DOOR GLAZING GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION R337.8.2.1. R337.8.4 GARAGE DOOR PERIMETER GAP EXTERIOR GARAGE DOORS SHALL RESIST THE INTRUSION OF EMBERS FROM ENTERING BY PREVENTING GAPS BETWEEN DOORS AND DOOR OPENINGS, AT THE BOTTOM, SIDES AND TOPS OF DOORS, FROM EXCEEDING 1/8 INCH (3.2 MM). GAPS BETWEEN DOORS AND DOOR OPENINGS SHALL BE CONTROLLED BY ONE OF THE FOLLOWING METHODS: 1. WEATHER STRIPPING PRODUCTS MADE OF MATERIALS THAT: (A) HAVE BEEN TESTED FOR TENSILE STRENGTH IN ACCORDANCE WITH ASTM D638 (STANDARD TEST METHOD FOR TENSILE PROPERTIES OF PLASTICS) AFTER EXPOSURE TO ASTM G155 (STANDARD PRACTICE FOR OPERATING XENON ARC LIGHT APPARATUS FOR EXPOSURE OF NONMETALLIC MATERIALS) FOR A PERIOD OF 2,000 HOURS, WHERE THE MAXIMUM ALLOWABLE DIFFERENCE IN TENSILE STRENGTH VALUES BETWEEN EXPOSED AND NONEXPOSED SAMPLES DOES NOT EXCEED 10 PERCENT AND (B) EXHIBIT A V-2 OR BETTER FLAMMABILITY RATING WHEN TESTED TO UL 94, STANDARD FOR TESTS FOR FLAMMABILITY OF PLASTIC MATERIALS FOR PARTS IN DEVICES AND APPLIANCES. 2. DOOR OVERLAPS ONTO JAMBS AND HEADERS. 3. GARAGE DOOR JAMBS AND HEADERS COVERED WITH METAL FLASHING. SECTION R337.9 DECKING R337.9.1 GENERAL THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES AND STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R337.9.1.1 FLASHING A MINIMUM OF A 6-INCH (150 MM) METAL FLASHING, APPLIED VERTICALLY ON THE EXTERIOR OF THE WALL, SHALL BE INSTALLED AT ALL DECK-TO-WALL INTERSECTIONS. R337.9.2 WHERE REQUIRED THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES AND STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION WHEN ANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET (3048 MM) OF THE BUILDING. R337.9.3 DECKING SURFACES THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES AND STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 1. MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SECTION R337.9.4 WHEN TESTED IN ACCORDANCE WITH BOTH ASTM E2632 AND ASTM E2726. 2. IGNITION-RESISTANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SECTION R337.9.4. 3. MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARD 12-7A-4 AND SECTION R337.4.3. 4. EXTERIOR FIRE-RETARDANT-TREATED WOOD. 5. NONCOMBUSTIBLE MATERIAL. 6. ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-4A WHEN ATTACHED EXTERIOR WALL COVERING IS ALSO COMPOSED OF NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL. EXCEPTION: WALL MATERIAL SHALL BE PERMITTED TO BE OF ANY MATERIAL THAT OTHERWISE COMPLIES WITH THIS CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH THE PERFORMANCE REQUIREMENTS ASTM E84 WITH A CLASS B FLAME SPREAD INDEX. 7. ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SECTION R337.9.5 WHEN TESTED IN ACCORDANCE WITH ASTM E2632 AND WHEN ATTACHED EXTERIOR WALL COVERING IS ALSO COMPOSED OF ONLY NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIALS. EXCEPTION: WALL MATERIAL SHALL BE PERMITTED TO BE OF ANY MATERIAL THAT OTHERWISE COMPLIES WITH THIS CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH THE PERFORMANCE REQUIREMENTS ASTM E84 WITH A CLASS B FLAME SPREAD INDEX. R337.9.4 REQUIREMENTS FOR TYPE OF MATERIAL IN SECTION R337.9.3, ITEM 1 THE MATERIAL SHALL BE TESTED IN ACCORDANCE WITH BOTH ASTM E2632 AND ASTM E2726 AND SHALL COMPLY WITH THE CONDITIONS OF ACCEPTANCE IN SECTIONS R337.9.4.1 AND R337.9.4.2. THE MATERIAL SHALL ALSO BE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723 AND COMPLY WITH THE PERFORMANCE REQUIREMENTS OF SECTION R337.4.3. R337.9.4.1 CONDITIONS OF ACCEPTANCE FOR ASTM E2632 THE ASTM E2632 TEST SHALL BE CONDUCTED ON A MINIMUM OF THREE TEST SPECIMENS AND THE CONDITIONS OF ACCEPTANCE IN ITEMS 1 THROUGH 3 BELOW SHALL BE MET. IF ANY ONE OF THE THREE TESTS DOES NOT MEET THE CONDITIONS OF ACCEPTANCE, THREE ADDITIONAL TESTS SHALL BE RUN. ALL OF THE ADDITIONAL TESTS SHALL MEET THE CONDITIONS OF ACCEPTANCE. 1. PEAK HEAT RELEASE RATE OF LESS THAN OR EQUAL TO 25 KW/FT2 (269 KW/M2). 2. ABSENCE OF SUSTAINED FLAMING OR GLOWING COMBUSTION OF ANY KIND AT THE CONCLUSION OF THE 40-MINUTE OBSERVATION PERIOD. 3. ABSENCE OF FALLING PARTICLES THAT ARE STILL BURNING WHEN REACHING THE BURNER OR FLOOR. R337.9.4.2 CONDITIONS OF ACCEPTANCE FOR ASTM E2726 THE ASTM E2726 TEST SHALL BE CONDUCTED, USING A "CLASS A" SIZE ROOF TEST BRAND, ON A MINIMUM OF THREE TEST SPECIMENS AND THE CONDITIONS OF ACCEPTANCE IN ITEMS 1 AND 2 BELOW SHALL BE MET. IF ANY ONE OF THE THREE TEST SPECIMENS DOES NOT MEET THE CONDITIONS OF ACCEPTANCE, THREE ADDITIONAL TESTS SHALL BE RUN. ALL OF THE ADDITIONAL TESTS SHALL MEET THE CONDITIONS OF ACCEPTANCE. 1. ABSENCE OF SUSTAINED FLAMING OR GLOWING COMBUSTION OF ANY KIND AT THE CONCLUSION OF THE 40-MINUTE OBSERVATION PERIOD. 2. ABSENCE OF FALLING PARTICLES THAT ARE STILL BURNING WHEN REACHING THE BURNER OR FLOOR. R337.9.5 REQUIREMENTS FOR TYPE OF MATERIAL IN SECTION R337.9.3, ITEM 7 THE MATERIAL SHALL BE TESTED IN ACCORDANCE WITH ASTM E2632 AND SHALL COMPLY WITH THE FOLLOWING CONDITION OF ACCEPTANCE. THE ASTM E2632 TEST SHALL BE CONDUCTED ON A MINIMUM OF THREE TEST SPECIMENS AND THE PEAK HEAT RELEASE RATE SHALL BE LESS THAN OR EQUAL TO 25 KW/FT2 (269 KW/M2). IF ANY ONE OF THE THREE TESTS DOES NOT MEET THE CONDITIONS OF ACCEPTANCE, THREE ADDITIONAL TESTS SHALL BE RUN. ALL THE ADDITIONAL TESTS SHALL MEET THE CONDITION OF ACCEPTANCE. SECTION R337.10 ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES R337.10.1 GENERAL GROUP U OCCUPANCY ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES THAT HAVE THE POTENTIAL TO POSE A SIGNIFICANT EXTERIOR FIRE EXPOSURE HAZARD DURING WILDFIRES SHALL BE CONSTRUCTED TO CONFORM TO THE IGNITIONRESISTANCE REQUIREMENTS OF THIS SECTION. R337.10.2 APPLICABILITY UNLESS OTHERWISE ADDRESSED BY THE EXCEPTIONS OF SECTION R337.1.3, THE PROVISIONS OF THIS SECTION SHALL APPLY TO BUILDINGS ACCESSORY TO AN APPLICABLE BUILDING ON THE SAME LOT. THIS SECTION SHALL ALSO APPLY TO ATTACHED AND DETACHED MISCELLANEOUS STRUCTURES THAT REQUIRE A BUILDING PERMIT, INCLUDING BUT NOT LIMITED TO; TRELLISES, ARBORS, PATIO COVERS, GAZEBOS AND SIMILAR STRUCTURES. EXCEPTIONS: 1. DECKS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R337.9. 2. AWNINGS AND CANOPIES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 3105 OF THE CALIFORNIA BUILDING CODE. 3. EXTERIOR WALL ARCHITECTURAL TRIM, EMBELLISHMENTS AND FASCIA. R337.10.3 WHERE REQUIRED MISCELLANEOUS STRUCTURES THAT REQUIRE A PERMIT, AND ACCESSORY BUILDINGS OF ANY SIZE, WHEN SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF LESS THAN 3 FEET (914 MM), SHALL COMPLY WITH SECTION R337.10.3.1. ACCESSORY BUILDINGS THAT ARE GREATER THAN 120 SQUARE FEET (11 M2), WHEN SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) SHALL COMPLY WITH SECTION R337.10.3.2. WHEN REQUIRED BY THE ENFORCING AGENCY, MISCELLANEOUS STRUCTURES THAT REQUIRE A PERMIT, AND ACCESSORY BUILDINGS THAT ARE 120 SQUARE FEET (11 M2) OR LESS, WHEN SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M), SHALL COMPLY WITH EITHER SECTION R337.10.3.4 OR SECTION R337.10.3.3, RESPECTIVELY. NO REQUIREMENTS SHALL APPLY TO ACCESSORY BUILDINGS OR MISCELLANEOUS STRUCTURES WHEN LOCATED 50 FEET (15 M) OR MORE FROM AN APPLICABLE BUILDING ON THE SAME LOT. R337.10.3.1 STRUCTURES AND ACCESSORY BUILDINGS WITHIN 3 FEET (914 MM) MISCELLANEOUS STRUCTURES THAT REQUIRE A PERMIT, AND ACCESSORY BUILDINGS ATTACHED TO OR SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF LESS THAN 3 FEET (914 MM) SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS OR OF IGNITIONRESISTANT MATERIALS AS DESCRIBED IN SECTION R337.4.2. R337.10.3.2 ACCESSORY BUILDINGS GREATER THAN 120 SQUARE FEET (11 M2), LOCATED 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) ACCESSORY BUILDINGS THAT ARE GREATER THAN 120 SQUARE FEET (11 M2) IN SIZE AND SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS OR OF IGNITIONRESISTANT MATERIALS AS DESCRIBED IN SECTION R337.4.2. R337.10.3.3 ACCESSORY BUILDINGS 120 SQUARE FEET (11 M2) OR LESS, LOCATED 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) WHEN REQUIRED BY THE ENFORCING AGENCY, ACCESSORY BUILDINGS 120 SQUARE FEET (11 M2) OR LESS AND SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS OR OF IGNITION-RESISTANT MATERIALS AS DESCRIBED IN SECTION R337.4.2. R337.10.3.4 MISCELLANEOUS STRUCTURES LOCATED 3 FEETR (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) WHEN REQUIRED BY THE ENFORCING AGENCY, MISCELLANEOUS STRUCTURES THAT REQUIRE A PERMIT AND ARE SEPARATED FROM AN APPLICABLE BUILDING ON THE SAME LOT BY A DISTANCE OF 3 FEET (914 MM) OR MORE BUT LESS THAN 50 FEET (15 M) SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS OR OF IGNITION-RESISTANT MATERIALS AS DESCRIBED IN SECTION R337.4.3. R337.10.4 ROOF CONSTRUCTION ROOFS OF ACCESSORY BUILDINGS REQUIRED TO BE CONSTRUCTED ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR OF IGNITION-RESISTANT MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 337 AND CHAPTER 9. ROOFS SHALL HAVE A ROOFING ASSEMBLY INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF ASSEMBLIES IN FIRE HAZARD SEVERITY ZONES SHALL COMPLY WITH A CLASS A RATING WHEN TESTED IN ACCORDANCE WITH ASTM E108 OR UL 790. 2022 WILDLAND URBAN INTERFACE (WUI) CODE GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A0.3 4/29/2024Plotted On: 4/29/2024 AS NOTED WUI CODECRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 0" 0" 0" 0" 0" 0" 87'-9 1/16"50'-0"65'-10 9/16"59'-7 1/ 2"92'-10 1/2"75'-4 5 /16 "~9'PORT-A-POTTY WASHOUT AREA GRADING PER NOTE F STRAW WATTLES PER NOTE E (N) 1700GAL SEPTIC TANK (N)4" UNDERGROUND LINE TO COMUNITY LEACH FIELD (E)WATER METER (N)UNDERGROUND WATER MAIN (N)UNDERGROUND ELECTRICAL MAIN N 59 ° 41 ' 00 " E 156.38 'N 4 2 ° 26' 43" W217.07 ' N 61 ° 23 ' 39 " E 370.59' S 81° 17' 23" E181. 4 7 ' S 5 4 ° 0 4 ' 4 4 " E 9 1 . 4 8 ' LOT 26 APN: 017-300-031 1.31 ACRES PROPOSED HOUSE (N) CONC. OR PAVERDRIVEWAYR=50.00' L=102.82' D= 117° 49' 20" North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a. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON SITE. b. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTING 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. c. COMPLIANCE WITH A LAWFUL ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION &DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS & OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS & AID IN GROUNDWATER RECHARGE. D.IRRIGATION SYSTEMS: 1. OUTDOOR IRRIGATION CONTROLLERS: CGBC 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER & INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: a. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. b. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. E.EROSION CONTROL: 1.NO SOIL DISRUPTION SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. 3.EROSION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES. 4.SOILS TRACKED INTO THE STREET FROM THE WORKSITE SHALL BE CLEANED UP AT THE END OF EACH WORKDAY. 5.INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE SOIL STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN EVENT. 6.THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED AND ADJUSTED ACCORDINGLY AFTER A RAIN EVENT. 7.EROSION CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED. F.GRADING: 1.THE LOT SHALL BE GRADED TO DRAIN SURFACES AWAY FROM (N) FOUNDATION WALLS. THE GRADING SHALL FALL A MIN. OF 6INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 ARCHITECTURAL NOTES GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A1.1 5/3/2024Plotted On: 5/3/2024 AS NOTED ARCHITECTURAL SITE PLANCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031NEW RESIDENCE FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 4 4 8 8 12 12 16 16 20 20 24 24 28 28 32 32 36 36 40 40 44 44 48 48 52 52 60 60 64 64 68 68 72 72 76 76 80 80 56 56 1 A 2 3 4 5 B C D 123456789101213141516UPDRWDWF6 L=12'-0" 6* L=6'-6" 4* L=12'-11" 4* L=13'-3" 6 L=4'-0" 4* L=12'-0"L=18'-0"6*L=12'-0"6*L=34'-3"6*L=15'-5" 6 L=8'-3" 6 L=26'-0" 6*6*L=4'-0"6*L=21'-0"L=4'-0"6A 4.1 A 4.1 48'12'6'12'5'13'12'10'12'8'12'-5 1/2"9'-6 1/2"2'12'2' 13'2'5 1/2"19'-3"1'11'-3 1/2" 15'-5 1/2"31'-6 1/2" 54' 80'8'4'6'2'2'2'2'16'4'10'4'38'7' 26'46'5'3'10'7'6'7'14'3'1' 1'11'1'3' 6'5'2'2'3'8'8'1'15'12'15'1'10'6'6'5'-6 1/2"8'4'2'6'4'-2" 9'-6 1/2"12'10' 1'-6"TYP.6:12 VAULT9'-0"10'-0"3:12 VAULT PERF PERF PERFPERF PERFHDU2SSTB20H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20HDU2SSTB20HDU2SSTB20HD U 2 SST B 2 0 HD U 2 SST B 2 0 H D U 2 SS T B 2 0 HD U 2 S S T B 2 0HDU2SSTB20 H D U 2 SS T B 2 0HDU2SSTB20H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 HDU2 SSTB20 H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20HDU2SSTB20H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20PERF PERF BEDROOM 2 H: 9' BEDROOM 3 H: 9' BEDROOM 4 H: 9' MASTER BEDROOM MASTER BATH H: 9' M. CLOSET H: 9' PANTRY H: 9' LAUNDRY H: 9' POWDER H: 9' DINING ROOM H: 10' KITCHEN H: 9' GREAT ROOM DEN H: 9' ENTRY H: 10' J&J BATH H: 9' GUEST BATH H: 9' GARAGE (3) CAR H: 9' BACK PATIO H: 9' FRONT PATIO H: 9' HALL 1 H: 9' HALL 2 H: 9' HALL 3 H: 9' 6050 DBL SH 6050 DBL SH 6050 DBL SH 6050 DBL SH 6050 DBL SH6050 DBL SH 6050 DBL SH6050 DBL SH2040 SH 3050 SH 3050 SH 3050 SH 3080 FG 2680 FG3080 FR 2080 HC2680 PKT2680 PKT 2880 HC2680 PKT2880 HC3080 HC 3050 SH 2040 SH3080 FG16080 GARAGE8080 GARAGE6050 DBL SH3080 FG6080 DBL DR 3050 SH2880 HC2480 PKT 2880 HC 2680 HC 2680 HC 2680 PKT6080 BI-PASS6080 BI-PASS2880 HC 2680 HC2680 HC 6040 DBL SH 4016 SL60 64 68 72 76 78910121314151614'6' B. BATH 119 58.5 sq ft BONUS ROOM 120 463.5 sq ft B. CL 121 33 sq ft3068 HC 2668 HC 2668 HC4016 SL4026 SL6050 DBL SH A L=#'-#" A L=#'-#" A L=#'-#" PERF F.T. STRAP PLYWOOD SHEAR WALL PER SCHEDULE ON SHEET S1 PERFERATED PLYWOOD SHEAR WALL TYPE 'A' PER SCHEDULE ON SHEET 1/S3, SEE PLAN NOTE 11 FORCE TRANSFER PLYWOOD SHEAR WALL, TYPE 'A' PER SCHEDULE ON 1/S3, SEE 11/S3 & STRAP = STRAP TYPE PER 12/S3 SCALE: 1/4" = 1'-0"1 1st FLOOR PLAN SCALE: 1/4" = 1'-0"2 2nd FLOOR PLAN HEAT PUMP WATER HEATER PER T24 & DETAIL 5,6/A5.1 ARCHITECTURAL NOTES A. BATHROOM: 1. FAUCETS: FLOW RESTRICTED TO 1.2 GPM @ 60 PSI. CGBSC 4.303.1.4.1. 2. SHOWER COMPARTMENTS: WATERPROOF SURFACE TO +72”. PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR WALK-THRU ENTRANCE TO SHOWER. MINIMUM FINISHED INTERIOR AREA OF 1024 SQ. INCHES & CAPABLE OF ENCOMPASSING A 30" CIRCLE. 3. SHOWER VALVE NOTE: SHOWERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE. CPC 408.3 SINGLE SHOWER HEAD FLOW RESTRICTED TO 1.8 GPM @ 80 PSI.CGBSC 4.303.1.3.1 4. TOILETS: 1.28 GALLONS PER FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERAGING 2 REDUCED FLUSHES & 1 FULL FLUSH. CGBSC 4.303.1.1. MAINTAIN 15" CLEARANCE FROM C/L OF TOILET TO SIDE WALL OR OBSTRUCTION. PROVIDE 24" MIN. CLEARANCE IN FRONT. CPC 402.5 & CRC R307.1. 5. WINDOWS: PROVIDE SAFETY GLASS IF BOTTOM OF GLAZING IS LESS THAN 60" ABOVE A SHOWER OR TUB SURFACE & DRAIN INLET. CRC 308.4.5. a. EXCEPTION: GLAZING THAT IS MORE THAN 60", MEASURED HORIZONTALLY, FROM WATER’S EDGE. b. SEE "NOTES", GLAZING FOR ADDITIONAL GLAZING INFORMATION. B. BEDROOMS: 1. SLEEPING ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE WINDOW, DOOR OR SIMILAR DEVICE. CRC R310.1 2. WINDOWS: PROVIDE 1 DOOR OR BEDROOM WINDOW WITH A MIN. NET CLEAR OPENING OF 5.7 SQFT. EXCEPTION: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SQFT. CRC R310.1. 3. SILL HEIGHT: MAX. 44" ABOVE FLOOR MIN. OPENING HEIGHT: 24". MIN. OPENING WIDTH: 20" 4. WINDOWS MORE THAN 72" ABOVE THE FINISHED GRADE & HAVING OPENINGS LOCATED WITHIN 24" OF THE FINISHED FLOOR TO BE PROVIDED WITH WINDOW FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY WITH ASTM F 2090.CRC R312.2.1. C. EGRESS: 1. EGRESS DOOR: AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. THE EGRESS DOOR SHALL BE SIDE-HINGED, & SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32" WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78" IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. CRC R311.2 2. LANDINGS: THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). CRC R311.3.2 THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. CRC R311.3.1. SEE "NOTES", LANDINGS FOR ADDITIONAL INFORMATION. D. GARAGE: 1. DWELLING/GARAGE AND/OR CARPORT SEPARATION: a. FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. b. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. c. C. STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. d. D. GARAGES LOCATED LESS THAN 3' FROM A DWELLING UNIT ON THE SAME LOT: NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. 2. DOORS: DOORS BETWEEN THE DWELLING & GARAGE TO BE 1 3/8" THICK, SOLID CORE WOOD, SOLID CORE STEEL, HONEYCOMB CORE STEEL, OR A DOOR WITH A 20 MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING & SELF- LATCHING. EXCEPTION: GARAGES THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF- CLOSING & SELF-LATCHING. CRC R302.5.1. 3. GARAGE DOOR: HOLD GARAGE FLOOR BACK SO THAT DOOR LANDS ON APRON 3/4" BELOW GARAGE FLOOR. 4. GARAGE DOOR OPENER: SHALL BE LISTED IN ACCORDANCE WITH UL 325. CRC R309.4. 5. GARAGE DOOR OPENING: FINISHED OPENING TO BE 1" SHORTER IN HEIGHT & 2" NARROWER THAN WIDTH OF GARAGE DOOR SIZE. PROVIDE SOLID BLOCKING AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14" ABOVE TOP OF DOOR. 6. GARAGE FLOOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIQUIDS TO THE FRONT DOOR. CRC R309.1. 7. EV CAPABILITY: A SEE MANDITORY MEASURES, PAGE -A0.02 8. WATER SOFTNERS: PROVIDE 3/4" PIPE CONNECTION. CPC 611.4. E. GLAZING: 1. NEXT TO DOORS: SAFETY GLASS IS REQUIRED WHEN WITHIN A 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. ALSO WHERE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION & WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR. R308.4.2. SAFETY GLASS IS REQUIRED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: a. EXPOSED AREA OF INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET; b. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR; c. THE TOP EDGE IS MORE THAN 36" ABOVE THE FLOOR; d. A WALKING SURFACE IS WITHIN 36" FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE. CRC 308.4.3 SAFETY GLASS IS REQUIRED INDOORS & OUTDOORS AT GLASS IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS & INDOOR OR OUTDOOR POOLS WHERE THE BOTTOM EDGE OF THE GLASS IS WITHIN 60" MEASURED VERTICALLY ABOVE A STANDING OR WALKING SURFACE. CRC 308.4.5. F. KITCHEN & DINING: 1. ISLAND SINKS: SPECIAL VENTING IS REQUIRED. SEE CPC, SECTION 909. 2. KITCHEN FAUCETS: FLOW RESTRICTED TO 1.8 GPM @ 60 PSI. TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM. CGBC 4.303.1.4.4 3. REFRIGERATOR SPACE: PROVIDE WATER HOOKUP. 4. EXHAUST DUCTS: RANGE VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS VENTED TO OUTSIDE OF THE BUILDING. CMC 504.1 G. LAUNDRY ROOM: 1. DRYER EXHAUST: a.) PROVIDE 4" MIN. EXHAUST DUCT TO OUTSIDE AIR WITH BACK-DRAFT DAMPER. MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT IS 14' W/ 2 ELBOWS. CMC 504.1.2. b.) DRYER VENT TO TERMINATE 36" MIN. FROM ANY WINDOW OPENING. c.) TERMINATE NOT LESS THAT 3' FROM PROPERTY LINE OR BUILDING OPENINGS. d.) PROVIDE 100 SQ INCHES OF VENT @ LAUNDRY ROOM DOOR OR OTHER APPROVED MEANS FOR MAKEUP AIR. 2. EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK-DRAFT DAMPERS. EXHAUST DUCTS SHALL TERMINATE 3' FROM PROPERTY LINE & 3' FROM OPENINGS INTO THE BUILDING. H. PLUMBING: 1. HOSE BIBBS: INSTALL NON-REMOVABLE BACKFLOW PREVENTION DEVICES. CPC 603.5.7. I. WATER HEATERS: 1. WATER HEATERS: PROVIDE THE FOLLOWING: a. UNOBSTRUCTED 240v RECEPTACLE WITHIN 3'. b. CONDENSATE DRAIN NO MORE THAN 2" HIGHER THAN THE BASE OF THE WATER HEATER THAT ALLOWS NATURAL DRAINAGE WITHOUT PUMP ASSISTANCE. c. PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS EQUAL TO THE TOP & BOTTOM 1/3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE CONTROLS. CPC 507.2. d. A PRESSURE & TEMPERATURE RELIEF VALVE TO OUTSIDE W/ UNTHREADED PIPE FACING DOWNWARD BETWEEN 6" TO 24" ABOVE GROUND POINTING DOWNWARD. CPC 608.5. e. HOT WATER SUPPLY PIPING 3/4" & GREATER SHALL BE INSULATED. CEC 150.0 (J) 2 III f. HOT WATER PIPING SUPPLYING THE KITCHEN SHALL BE INSULATED. CEC 150.0 (J) 2 VI 2. WATER HEATERS IN ATTICS: CEC 150.0 (N) a. PROVIDE 24" SOLID PASSAGEWAY FROM ATTIC ACCESS TO 30"x30" WORKING PLATFORM. b. PROVIDE 120v RECEPTACLE WITHIN 3' & LIGHT NEAR THE UNIT W/ A SWITCH AT ENTRANCE TO PASSAGEWAY. CPC 508.4. c. CATEGORY III or IV VENT, OR TYPE B VENT W/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION & WHERE WATER HEATER IS INSTALLED. d. A 1.5" DEEP WATER HEATER PAN W/ DRAIN TO OUTSIDE. J. ATTIC: 1. ATTIC ACCESS: ATTIC AREAS HAVING A CLEAR HEIGHT OVER 30" SHALL BE PROVIDED WITH A 22"x30" MINIMUM SIZE OPENING. CRC R807.1 & CMC 904.10. THE ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LARGEST ATTIC APPLIANCE. THE ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLELOCATION. K. FIREPLACES: 1. FIREPLACE: SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. I. SKYLIGHTS: 1. OPERABLE SKYLIGHTS SHALL BE PROTECTED BY A NONCOMBUSTIBLE MESH SCREEN WITH OPENINGS NO LARGER THAN 1/8 INCH. [R337.8.2.2] LEGEND PROJECT SYSTEMS ALL-ELECTRIC APPLIANCES 1. WALLS: a. EXTERIOR WALL: 2X6 @ 16" O.C. W/ R-23 BIBS b. GARAGE WALL: 2X6 @ 16" O.C. W/ R-21 C. INTERIOR WALL: (OPTIONAL) 2X4 @ 16" O.C. W/ R-13 2. ROOF: a. ROOF DECK INSULATION: UNVENTED R-38 BATT AND AIR SEALED b. CEILING INSULATION: NON 3. FLOOR: a. SLAB-ON-GRADE: NO INSULATION REQUIRED 4. HVAC: a. (2) 2 TON HEAT PUMP, DUCTED R-8, SEER:16, EER:12, HSPF:9.5 b. (1) MINI-SPLIT, DUCLESS, SEER:16, EER:12, HSPF:9.5 5. WATER HEATING: a. HEAT PUMP WATER HEATER: A. O. Smith HPTS-66 2** (66 gal,JA13) 6. IAQ: a. EXHAUST FAN: 137 CFM MIN. VENTILATION, 2 SONE MAX. SEE DETAIL 2/A5.1 FOR ADD'L STAIR INFO. AGE-IN-PLACE PER DETAIL 16/A5.1 AN: X.x AN: A.1 AN: F.3 AN: F.2 AN: A.4AN: A.3 AN: A.2 AN: A.1 AN: A.4 AN: A.3 AN: A.2 AN: A.1 AN: A.1 AN: F.4 AN: G.1,2 AN: K.1 AN: J.1 AN: J.1 GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A2.0 4/29/2024Plotted On: 4/29/2024 AS NOTED 1st FLOOR PLANCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 4 4 8 8 12 12 16 16 20 20 24 24 28 28 32 32 36 36 40 40 44 44 48 48 52 52 60 60 64 64 68 68 72 72 76 76 80 80 56 56 1 A 2 3 4 5 B C D 6 L=12'-0" 6* L=6'-6" 4* L=12'-11" 4* L=13'-3" 6 L=4'-0" 4* L=12'-0"L=18'-0"6*L=12'-0"6*L=34'-3"6*L=15'-5" 6 L=8'-3" 6 L=26'-0" 6*6*L=4'-0"6*L=21'-0"L=4'-0"61S3 1S3 1S32 S3 1S31S31S31S31S31S31 S3 1 S3 1 S3 3 S33 S3 1 S3 1S34S34S33 S4 3S31S33S32S32 S3 12"W x 12"D FND W/(1) #4 TOP & BOT.TYP. @ INT. FND 12"W x 12"D FND W/(1) #4 TOP & BOT, TYP. F1.5, TYP 6x6 POST W/ PBS66, TYP F1.75, TYP 6x6 POST W/ PBS66, TYP 4x6 POST AT G.T. 4x6 POST AT G.T.4x6 POST AT G.T. 4x6 POST AT TRIMMER 4x6 POST AT TRIMMER F2 F2 F2 F2 F2 F2 F2 2'-6"W x 12"D x 6'-0"L FTG W/ #4 AT 8" O.C. EA. WAY, BOT. SLAB-ON-GRADE PER NOTE 3 FF=0'-0" SLAB-ON-GRADE PER NOTE 3 FF=0'-0" SLAB-ON-GRADE PER NOTE 3 FF=0'-0" SLAB-ON-GRADE PER NOTE 3 FF= -4" SLAB-ON-GRADE PER NOTE 3 FF= -10" SLAB-ON-GRADE PER NOTE 3 FF= -6" SLAB-ON-GRADE PER NOTE 3 FF= -2" PERF PERF PERFPERF PERFHDU2SSTB20H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20HDU2SSTB20HDU2SSTB20HD U 2 SST B 2 0 HD U 2 SST B 2 0 H D U 2 SS T B 2 0 HD U 2 S S T B 2 0HDU2SSTB20 H D U 2 SS T B 2 0HDU2SSTB20H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 HDU 2 SSTB 2 0 HDU2 SSTB20 H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20HDU2SSTB20H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 H D U 2 SS T B 2 0 HDU2SSTB20HDU2SSTB20PERF PERF OH OH OHOHOHOHOHTYP. @EXT. FTGTYP. @EXT. FTGOH OHOH A L=#'-#" A L=#'-#" A L=#'-#" PERF F.T. STRAP PLYWOOD SHEAR WALL PER SCHEDULE ON SHEET S1 PERFERATED PLYWOOD SHEAR WALL TYPE 'A' PER SCHEDULE ON SHEET 1/S3, SEE PLAN NOTE 11 FORCE TRANSFER PLYWOOD SHEAR WALL, TYPE 'A' PER SCHEDULE ON 1/S3, SEE 11/S3 & STRAP = STRAP TYPE PER 12/S3 SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN structural notes STRUCTURAL PLAN NOTES: 1. SEE TYPICAL NOTE SHEET S1 AND TYPICAL DETAIL SHEETS S2-S3 FOR ADDITIONAL INFORMATION. 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER TYP. DETAILS. 3. RECOMMENDED SLAB SECTION: 3.1. 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID-DEPTH OF SLAB. 3.2. WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) 3.3. 4" FREE DRAINING MATERIAL. 3.4. PROPERLY PREPARED SUBGRADE PER CBC 2022 1804.6. 4. CONTRACTOR TO PROVIDE CONTROL JOINTS AT 15'-0" O.C. EA. WAY MAX. 5. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 5.1. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 6. DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 7. PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. 8. SEE NOTE SECTION 8 ON SHEET S1 FOR ROOF TRUSSES BY OTHERS. 9. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 10. HEADERS OR OPENINGS SHALL BE AS FOLLOWS, U.N.O. 10.1. INTERIOR 4X8 DF#2 11. TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4' (CASE 1,3 SDPWS 2021 TABLE 4.2C);. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 12. ROOF SHEATHING WHERE INDICATED ON PLAN SHALL BE AS PER NOTE 11 WITH ALL EDGES BLOCKED, AND EDGE NAILED WITH 8d COMMON NAILS AT 4" O.C. AT ALL DIAPHRAGM BOUNDARIES AND 6" O.C. AT ALL OTHER PANEL EDGES GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A2.1 4/29/2024Plotted On: 4/29/2024 AS NOTED FOUNDATION PLANCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 4 4 8 8 12 12 16 16 20 20 24 24 28 28 32 32 36 36 40 40 44 44 48 48 52 52 60 60 64 64 68 68 72 72 76 76 80 80 56 56 7891012131415166S38 S3 8 S3 7S310S35S35 S3 5S35 S3 6S35S312S2 7 S3 7S37 S3 6S39S312 S2 12 S3 12 S3 5S3 12 S3 5S35 S3 5 S4 4 S412S3 1S4 1 S43'-0" HEAL ON ATTIC TRUSSES 3'-0" HEAL ON ATTIC TRUSSESROOF PLY PER NOTE 18 FLOOR PLY PER NOTE 17 (IN ATTIC) CMSTC16 x 40'-0" LONG CS16 x 30" LONG CS16 x 30" LONG CS16 x 30" LONG (4) 2x12 DF#2 STAIR STRINGERS TYP. E.N. ALONG G.T. E.N. ALONG G.T. E.N. ALONG G.T. E.N. ALONG G.T. E.N. ALONG G.T.E.N. ALONG G.T.4:124:124:12 4:124:12 9:129:12 9:12 9:12 9:12 9:129:12 9:12 9:12 9:12 9:12 9:129:129:129:129:129:12 9:12 9:12 6/12 VAULTED CEILING9'-0" CEILING 9'-0" CEILING 9'-0" CEILING 9'-0" CEILING9'-0" CEILING10'-0" CEILI N G 10'-0" CEILIN G 6/12 VAULTED CEILING 9'-0" CEILING 9'-0" CEILING 6x12 DF#1 (B2)5.25" x 14" 2900Fb-2.0E LVL (B1)O.H.@ STRAPO.H. O.H.O.H.600lb DRAG TRUSS 6x10 DF#1 (B5) TYP. @ PORCH 6x10 DF#1 (B4) TYP. @ PORCH 6x8 DF#1 (B7)3600lb DRAG TRUSSO.H.O.H.O.H.O.H.O.H.6x8 DF#1 (B6) O.H.1000lb DRAG TRUSS2900lb DRAG TRUSSO.H.6x8 DF#1 (B9)1200lb DRAG TRUSS 2500lb DRAG TRUSS 4x6 DF#24x6 DF#26x10 DF#1 (B8)6x10 DF#1 (B3)SCALE: 1/4" = 1'-0"1 ROOF FRAMING PLAN MECH. PLATFORM PER 9/A5.1 MECH. PLATFORM PER 9/A5.1 structural notes STRUCTURAL PLAN NOTES: 1. SEE TYPICAL NOTE SHEET S1 AND TYPICAL DETAIL SHEETS S2-S3 FOR ADDITIONAL INFORMATION. 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER TYP. DETAILS. 3. RECOMMENDED SLAB SECTION: 3.1. 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID-DEPTH OF SLAB. 3.2. WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) 3.3. 4" FREE DRAINING MATERIAL. 3.4. PROPERLY PREPARED SUBGRADE PER CBC 2022 1804.6. 4. CONTRACTOR TO PROVIDE CONTROL JOINTS AT 15'-0" O.C. EA. WAY MAX. 5. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 5.1. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 6. DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 7. PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. 8. SEE NOTE SECTION 8 ON SHEET S1 FOR ROOF TRUSSES BY OTHERS. 9. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 10. HEADERS OR OPENINGS SHALL BE AS FOLLOWS, U.N.O. 10.1. INTERIOR 4X8 DF#2 11. TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4' (CASE 1,3 SDPWS 2021 TABLE 4.2C);. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 12. ROOF SHEATHING WHERE INDICATED ON PLAN SHALL BE AS PER NOTE 11 WITH ALL EDGES BLOCKED, AND EDGE NAILED WITH 8d COMMON NAILS AT 4" O.C. AT ALL DIAPHRAGM BOUNDARIES AND 6" O.C. AT ALL OTHER PANEL EDGES GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A2.2 4/29/2024Plotted On: 4/29/2024 AS NOTED ROOF FRAMING PLANCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 4 4 8 8 12 12 16 16 20 20 24 24 28 28 32 32 36 36 40 40 44 44 48 48 52 52 60 60 64 64 68 68 72 72 76 76 80 80 56 56 123456789101213141516UPDRWDWFSD SD SD SD S/C S/C S/C S/C T T WP-G WP-G WP-G WP-G WP-G WP-G GFCI GFCI GFCI GFCI GFCI GFCI GFCIGFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI AF/GFCI 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A AF/GFCI AF/GFCI AF/GFCI AF/GFCI 15A AF/GFCI 15A 15A AF/GFCI AF/GFCI 15A 15A 15A 15A 20A 20A 220v 220v 220v 220v 15A 15A 15A 15A 15A F FFF33F 33F3 34 443 333 3FCOMP. COMP. 60 64 68 72 76 789101213141516S/C SD AF/GFCI 15A 15A 15A 15A 15A 15A 3FSCALE: 1/4" = 1'-0"1 1st FLOOR ELECTRICAL SCALE: 1/4" = 1'-0"2 2nd FLOOR ELCTRICAL PER ESS PER G.3 ELECTRICAL NOTES -KITCHEN RANGE HOOD FANS THAT EXHAUST 400 CFM OR LESS SHALL BE VERIFIED BY A HERS RATER TO CONFIRM THE INSTALLED RANGE HOOD IS RATED TO MEET THE REQUIRED AIRFLOW AND SOUND REQUIREMENTS SPECIFIED IN ASHRAE 62.2. PLEASE ALSO SEE CENC 150.0(O)G FOR REQUIREMENTS. ALTERNATIVELY, ADD A NOTE TO THE PLAN SET TO SPECIFY THE KITCHEN RANGE HOOD FAN SHALL BE HVI-CERTIFIED. ESS READY A. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: I. ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR II. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN 2022 CALIFORNIA ENERGY CODE SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED “SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS.” B. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY 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 AMPS. D. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. MECH/PLUMBING NOTES A. PLUMBING: 1. TANKLESS GAS WATER HEATERS: A. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE WITH COPPER DRAIN TO EXTERIOR. B. SUPPLY NOT TO EXCEED PRESSURE RELIEF RATING. C. SEE TITLE 24 REPORT FOR REQUIREMENTS. 2. ALL HOSE BIBS SHALL BE EQUIPPED WITH NON - REMOVEABLE BACK - FLOW PREVENTION DEVICES AND SHELL BE FREEZE PROOF. B. HVAC: 1. ALL AIR CONDITIONING EQUIPMENT DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED. 2. PROVIDE 220V ELECT. DISCONNECT W/ 30"X30" CLEAR WORKSPACE & 110V WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. 3. WHERE AN EQUIPMENT OR APPLIANCE IS INSTALLED IN A SPACE WHERE DAMAGE IS CAPABLE OF RESULTING FROM CONDENSATE OVERFLOW, OTHER THAN DAMAGE TO REPLACEABLE LAY-IN CEILING TILES, A DRAIN LINE SHALL BE PROVIDED AND SHALL BE DRAINED IN ACCORDANCE WITH SECTION 310.1 AN ADDITIONAL PROTECTION METHOD FOR CONDENSATE OVERFLOW SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT OFF THE EQUIPMENT OR APPLIANCE IN THE EVENT THE PRIMARY DRAIN IS BLOCKED. 2. AN ADDITIONAL WATERTIGHT PAN OF CORROSION-RESISTANT MATERIAL, WITH A SEPARATE DRAIN LINE, INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN. 3. AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION OF THE DRAIN PAN. 4. AN ADDITIONAL WATERTIGHT PAN OF CORROSION-RESISTANT MATERIAL WITH A WATER LEVEL DETECTION DEVICE INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN AND TO SHUT OFF THE EQUIPMENT. THE ADDITIONAL PAN OR THE ADDITIONAL DRAIN LINE CONNECTION SHALL BE PROVIDED WITH A DRAIN PIPE OF NOT LESS THAN 3/4 OF AN INCH (20 MM) NOMINAL PIPE SIZE, DISCHARGING AT A POINT THAT IS READILY OBSERVED. A. GENERAL ELECTRICAL: 1. PROVIDE 225 AMP. ELECTRICAL SERVICE MAIN. VERIFY LOCATION OF MAIN & SUB PANEL. PANEL BOARD(S) SHALL BE PROVIDED W/ A CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. CEC ART. 408.3 (F). EACH CIRCUIT & CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE. THE IDENTIFICATION SHALL INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED OVERCURRENT DEVICES OR SWITCHES SHALL BE DESCRIBED ACCORDINGLY. THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A PANELBOARD AND AT EACH SWITCH OR CIRCUIT BREAKER IN A SWITCHBOARD OR SWITCHGEAR. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. 2. REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 3. PROVIDE ARC-FAULT GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION TO ALL 120-250 VOLT, SINGLE PHASE, 15 AND 20-AMP BRANCH CIRCUITS SUPPLYING OUTLETS. CEC ART. 210.12(A). 4. RECEPTACLE SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6-FEET FROM A RECEPTACLE. ANY WALL SPACE 2-FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. CEC ART. 210.52 (A). 5. ELECTRICAL SERVICE SHALL BE BONDED TO COLD WATER PIPE & PROVIDE CONCRETE ENCASED ELECTRODE (UFER), #4 REBAR MINIMUM 20'. 6. ALL LIGHTS MUST BE HIGH EFFICACY PER TABLE 150. 0 - A BELOW. 7. ALL LIGHTING THAT QUALIFIES AS HIGH A EFFICACY PER JA-8 MUST BE CONTROLLED BY A DIMMER OR VACANCY SENSOR . 8. ALL RECESSED CAN LIGHTS MUST BE AIR TIGHT, IC RATED AND CERTIFIED JA8-2016, OR J88 - 2016 - E FOR ELEVATED TEMPERATURE AND CONTROLLED BY A DIMMER OR VACANCY SENSOR. 9. BLANK ELECTRICAL BOXES >5' ABOVE THE FLOOR MUST BE CONTROLLED BY A DIMMER, VACANCY SENSOR OR FAN CONTROLLED SWITCH. THE QUALITY OF BLANK ELECTRICAL BOX IS LIMITED TO NO MORE THAN THE NUMBER OF BEDROOMS. 10. ALL FAN LIGHTS TO HAVE SEPARATE SWITCHES AND #35 METAL BOX. 11. WHOLE HOUSE VENTILATION FAN MEETING ASHRAE 62.2 MECHANICAL VENTILATION REQUIREMENTS MUST BE SWITCHED SEPARATELY AND LABELED AT INDOOR AIR QUALITY FAN AND MUST REMAIN ON WHILE HOME IS OCCUPIED. PROVIDE MINIMUM 47.5 CFM FAN WITH MAX ONE SONE RATING. PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN IS OFF. 12. PROVIDE OUTLET, LIGHT, ACCESS PATH AND WORKING SPACE IN THE ATTIC AREA WHERE THE FURNACE IS INSTALLED. CMC SECTION 304.4 13. LUMINATED ADDRESS SIGNS SHALL BE 5 WATTS OR LESS 14. Receptical Note: ALL NONLOCKING-TYPE 125- AND 250-VOLT, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES UNLESS LOCATED 66 INCHES ABOVE THE FLOOR OR ARE PART OF A LUMINAIRE OR APPLIANCE. [CEC 406.12(A)] 15. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR. [CRC R327.1.2] B. SAFETY: 1. PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA, LIVING AREA ON EACH ADDITIONAL STORY OF THE DWELLING. SMOKE DETECTOR TO HAVE PERMANENT WIRING AND 3' CLEARANCE FROM RETURN AIR. INSTALL PER MANUFACTURES REQUIREMENTS. THE ALARM SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATIONS OF 1 ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 2. SMOKE ALARMS SHALL BE AND STALLED, TESTED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SMOKE ALARMS INSTALLED IN 1 AND 2 FAMILY DWELLINGS SHALL BE REPLACED AFTER 10 YEARS FROM THE DATE OF MANUFACTURE 907.2.11.2.3 3. PROVIDE CARBON MONOXIDE ALARM FOR NEW CONSTRUCTION DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS WITH ATTACHED GARAGES. 4. CARBON MONOXIDE ALARMS MUST BE INSTALLED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. 5. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND A BATTERY BACKUP. 6. THE CARBON MONOXIDE ALARM MUST BE INTERCONNECTED WHERE MORE THAN ONE ALARM IS REQUIRED TO BE AND STALLED WITHIN THE DWELLING OR SLEEPING UNIT. 7. CARBON MONOXIDE ALARMS MAY BE COMBUSTION SMOKE ALARM UNITS. C. KITCHEN: 1. PROVIDE (2) OR MORE 20AMP BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN AREA. 2. KITCHEN PLUGS AT 18A OR GREATER, COUNTER SPACE MUST BE 2’ FEET O.C. MAX AND MUST INCLUDE (2) SMALL APPLIANCE CIRCUITS. 3. AT ISLAND OR PENINSUL, PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CEC ART. 210.52 (C) (2&3) AND ART. 210.8. 4. GARBAGE DISPOSAL AND DISHWASHER SHALL BE ON SEPARATE BRANCHES TO PROVIDE OVERLOAD PROTECTION FOR MOTOR-OPERATED APPLIANCES. [CEC 422.12(G) AND CEC 430.32] D. LAUNDRY: 1. PROVIDE (1) 20A BRANCH CIRCUIT FOR THE LAUNDRY AREA PER CEC 210. 11 2. AT DRYER, PROVIDE 4-WIRE RECEPTACLE FOR DRYER PER CEC. E. BEDROOMS: 1. LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL COMPLY WITH N.E.C. SECTION 410 - 8. 2. IN ALL ROOMS OF THE DWELLING UNIT, ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 3. PROVIDE AFCI (ARC- FAULT CIRCUIT INTERRUPTER) COMBINATION TYPE PROTECTION FOR ALL BEDROOMS PER 2016 CEC SECTION TO 210 - 12(B ) F. BATHROOMS: 1. PROVIDE AT LEAST (1) 20A BRANCH CIRCUIT FOR BATHROOM OUTLETS WITH NO ADDITIONAL OUTLETS CONNECTED PER CEC ART. 210.11 (C) (3).. 2. BATHROOM SHALL BE HIGH EFFICACY LIGHTING WITH "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 3. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES: TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER CEC ART. 410.10 (A) & (D). 4. LOCAL EXHAUST KITCHEN EXHAUST FAN SHALL BE ENERGY START COMPLIANT, HAVE A BACKDRAFT DAMPER & BE DUCTED DIRECTLY TO THE OUTSIDE OF THE BUILDING. a. PROVIDE MINIMUM 50CFM EXHAUST FAN WITH MAX 3 SONE RATING. b. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% AND 80% . c. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING. 5. NO PART OF A CORD CONNECTING FIXTURES, HANGING FIXTURES, TRACK LIGHTING, PENDANTS OR CEILING FANS SHALL BE LOCATED DIRECTLY ABOVE THE TUB AND IN A ZONE MEASURED 3' HORIZONTALLY AND 8' VERTICALLY FROM THE BATH TUB RIM. 6. ALL LIGHTING LOCATED IN WET LOCATIONS SHALL BE MARKED "SUITABLE FOR WET LOCATIONS" & ALL LIGHTS LOCATED IN DAMP LOCATIONS SHALL BE MARKED "SUITABLE FOR DAMP LOCATIONS". CEC ART. 410.10 (A) G. GARAGE: 1. GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT SWITCH TO HAVE VACANCY SENSOR.. LIGHTS TO BE HIGH EFFICACY. 2. AT GARAGE FIREWALL, PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE & SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) 3. EV CAPABILITY: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN SERVICE OR SUB PANEL & SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION & USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1" INSIDE DIAMETER & SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMP MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. CGBC 4.106.4.2.3. 4. AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS IN THE GARAGE AND SHALL HAVE NO OTHER OUTLETS OTHER THAN READILY ACCESSIBLE OUTDOOR RECEPTACLE OUTLETS. [CEC 210.11.(C)4] H. OUTDOOR: 1. ALL OUTDOOR LIGHTING PERMANENTLY ATTACHED TO THE BUILDING MUST BE HIGH EFFICACY PER TABLE 150. 0-A BELOW AND CONTROLLED BY A MANUAL ON - OFF SWITCH, MOTION CONTROLLED AND PHOTO CONTROLLED 2. ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI PROTECTED. CEC ART. 210.8(3). 3. HOLIDAY LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED @ FRONT DOOR - WP/GFCI PROTECTED. 4. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. [CRC R327.1.4]GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A2.3 4/29/2024Plotted On: 4/29/2024 AS NOTED ELECTRICAL PLANCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. SCALE: 1/4" = 1'-0"1 FRONT ELEVATION SCALE: 1/4" = 1'-0"2 REAR ELEVATION PER NOTE A.1 PER NOTE B.1 PER NOTE A.2 PER NOTE A.3 PER NOTE C.1-3 PER NOTE D.1 ARCHITECTURAL NOTES A. GENERAL: 1. ROOF OVERHANGS: RAFTER TAIL OVERHANGS SHALL BE 1'-0" TYP, U.N.O. 2. ROOFING: ROOFING MATERIAL TO BE 25yr MIN, COMP ROOFING 3. ROOFING: ROOFING MATERIAL TO BE 16G CORRUGATED METAL ROOFING 4. ROOF PITCH: ROOF PITCH VERIES, SEE ROOF PLAN SHEET 9 B. GENERAL SIDING: 1. BOARD AND BATTEN A MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. C. SITE ADDRESS: 1. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. 2. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4" WITH A MINIMUM STROKE WIDTH OF 1/2". 3. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. D. GRADING: 1. THE LOT SHALL BE GRADED TO DRAIN SURFACES AWAY FROM (N) FOUNDATION WALLS. THE GRADING SHALL FALL A MIN. OF 6INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 X X X AN: X.x GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A3.1 4/29/2024Plotted On: 4/29/2024 AS NOTED ELEVATIONSCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. SCALE: 1/4" = 1'-0"2 RIGHT ELEVATION SCALE: 1/4" = 1'-0"1 LEFT ELEVATION ARCHITECTURAL NOTES A. GENERAL: 1. ROOF OVERHANGS: RAFTER TAIL OVERHANGS SHALL BE 1'-0" TYP, U.N.O. 2. ROOFING: ROOFING MATERIAL TO BE 25yr MIN, COMP ROOFING 3. ROOFING: ROOFING MATERIAL TO BE 16G CORRUGATED METAL ROOFING 4. ROOF PITCH: ROOF PITCH VERIES, SEE ROOF PLAN SHEET 9 B. GENERAL SIDING: 1. BOARD AND BATTEN A MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. C. SITE ADDRESS: 1. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. 2. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4" WITH A MINIMUM STROKE WIDTH OF 1/2". 3. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. D. GRADING: 1. THE LOT SHALL BE GRADED TO DRAIN SURFACES AWAY FROM (N) FOUNDATION WALLS. THE GRADING SHALL FALL A MIN. OF 6INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 AN: X.x GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A3.2 4/29/2024Plotted On: 4/29/2024 AS NOTED ELEVATIONSCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 9 12 3 12 F.F.=0'-0" G.F.F.= -10" T.O.P.=9'-0" F.F.=10'-0" T.O. HEAL=12'-0" CEILING=18'-0" UNVENTED ATTIC UNVENTED ATTIC BONUS ROOM GARAGE 9 12 F.F.=0'-0" T.O.P.=9'-0" KITCHEN DINING FRONT PORCHBACK PORCH UNVENTED ATTIC 9 12 F.F.=0'-0" T.O.P.=9'-0" UNVENTED ATTIC LIVING ROOM OFFICE FRONT PORCHBACK PORCH 1 A4.1 8" MIN.EXT. SIDING PER ELEVATIONS SILL & A.B. PER STRUC. COMP. ROOF WATER PROOF MEMBRAIN . ROOF SHEATHING PER PLAN E.N. 1/2" GYP. BOARD CONT. BEAD OF SEALANT R-38 BATTS @ UNDERSIDE OF ROOF DECK 6x HEADER PER STRUC. TRUSS BY OTHERS Z-FLASHING FLASHING PER CONT. (FOLLOW BEST PRACTICES GUIDLINES) ROOF SHEATHING PER PLAN COMP. ROOF WATER PROOF MEMBRAIN . CDF APPROVED GUTTER GAURD MTL GUTTERS TYVEK OR EQUAL WALL SHEATHING AND SHEAR PER STRUC. 2x6 STUDS @ 16" O.C., W/ R-21, TYP. BLOCKING OR CDF APPROVED VENT R-38 BATTS @ UNDERSIDE OF ROOF DECK FINISH GRADE SLOPE 6" WITHIN 10' CONT. BEAD OF ADHESIVE S.O.G. PER STRUC High Performance Unvented Attic: Install for Performance Proper installation of JM Formaldehyde-free™ fiberglass batt insulation satisfies the California Title 24 Performance Path for Unvented Attics. Code Compliance The International Residential Code (IRC) allows air-permeable insulation to be used in warm-dry climates (climate zones 2B & 3B), if the roof covering is tile. Further, the California Building Code (CBC) allows this practice in all California climate zones except for CA climate zones 14 & 16. Proper Installation Proper installation occurs directly under a sloped roof deck over an unvented attic space where no soffit, eave, gable, or ridge vents are installed in the roof. Also, in an unvented attic, the eaves and roof deck are air-sealed, rather than the attic floor. Insulation is then installed up to the bottom of the roof deck. When securing the batts to the roof deck it is critical that the batts be held firmly up against the roof, with minimal compression of each batt and minimal gaps between batts. For this application, the roof framing is typically truss construction, with 2x4 or 2x6 truss top chords. Unfaced fiberglass batts are required with 24” full width product to cover the framing member. Typical thicknesses and R-values for this application are: • R-30 – 10¼” • R-38 – 13” • R-49 – 13 1/2” Benefits of JM Fiberglass Batt Installation for Unvented Attics • No special training required • Familiar materials and installation practices • Fewer installation steps than other air permeable insulation options • QII installation easily achieved This time-tested method is currently used for underfloor and commercial roof insulation installations with the addition of a different spacing pattern for straps. In unvented attics, gable end walls are typically insulated to the same level as an exterior wall. Gables end walls may be insulated at the same time as the roof deck, or with the exterior walls. Always follow local building codes. INSTALLATION PROCESS 1 Pre-Install •The roof deck should be installed. • No HVAC equipment or ductwork or ceiling gypsum board should be installed prior to installation of theunfaced batts. • Presence and sequencing of plumbing, electrical, roof penetrations should be considered to reduce the need for future insulation repairs. • Air seal the entire roof, with a focus on all roof deck seams, prior to insulation installation. 2 Wire Strapping •16 gauge baling wire or plastic shipping strapping are effective and inexpensive options. • Multiple sections of wire or strapping must be used for each batt, spaced no more than 12” apart O.C.,6” from ends (minimum 4 supports per 48” batt). 3 Batt Installation: Utilize full 24” wide batts when securing the batts to the roof deck. It is critical that the batts be held firmly up against the roof, with minimal compression of each batt and minimal gaps between batts. 4 Secure Straps: Put enough tension to hold the batt firmly in place but not compress more than 1”. 5 Repeat: Install the remaining rows, working either down from the ridge or up from the eaves. Careful installation results in no significant gaps, either around the corners of the batts or between batts at the roof framing. Do not compress the batt more than one inch. 1 3 5 2 Pre-Install Repeat 4 Secure Straps Wire Strapping Batt Installation 12”6”For additional solutions or more information, call the Product Information Center at 800-654-3103 or visit www.JM.com to learn more.BID_325 02/18© 2018 Johns Manville. All Rights Reserved. SCALE: 3/8" = 1'-0"4 SECTION A SCALE: 1/4" = 1'-0"2 SECTION B SCALE: 1/4" = 1'-0"3 SECTION C SCALE: 1" = 1'-0"1 TYPICAL WALL SECTION TRUSS BY OTHERS TRUSS BY OTHERS INS. PER T24 S.O.G. PER STRUC GRADING PER NOTE C.1 SEE SHEET A1.02/WUI CODES FOR ADDITIONAL INFORMATION WUI NOTES A. GENERAL: 1. ROOF OVERHANGS: RAFTER TAIL OVERHANGS SHALL EXTEND 1'-0", U.N.O. 2. ROOFING: ALL ROOFING MATERIAL TO BE COMP ROOFING 3. ROOF PITCH: ROOF PITCH 3/12, U.N.O. B. GENERAL SIDING: 1. BOARD AND BATTEN A MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. C. GRADING: 1. THE LOT SHALL BE GRADED TO DRAIN SURFACES AWAY FROM (N) FOUNDATION WALLS. THE GRADING SHALL FALL A MIN. OF 6INCHES WITHIN THE FIRST 10 FEET. CRC R401.3 ARCHITECTURAL NOTES AN: X.x GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A4.1 4/29/2024Plotted On: 4/29/2024 AS NOTED BUILDING SECTIONSCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. 10" MIN. TREAD WIDTH 7 3/4" MAX. TREAD RISER 4" MAX. SPACING 4" MAX. SPACING 4" MAX. SPACING 4" MAX. DIA. SPHERE SPACING LINE OF TREAD NOSING MEASURED FROM TOP OF HANDRAIL 1 1/2" MIN. 3" MAX. 36" MIN. WIDTH; HANDRAIL MAY PROJECT 3 1/2" STRINGERS AND OTHER TRIM MAY PROJECT 1 1/2" FROM EITHER SIDE HANDRAIL ABLE TO WITHSAND 200lbs TREAD SHALL BE CAPABLE OF SUPPORTING A 300lb LOAD AT ANY POINT ATTACH MIN. 12" WIDE SILL STRIP OF FLASHING MATERIAL EVEN WITH TOP EDGE OF ROUGH OPENING SILL. EXTEND 14" BEYOND THE EDGE OF ROUCH OPENING FOR WINDOW. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST-RESISTANT STAPLES. ATTACH MIN. 12" WIDE JAMB STRIP OF FLASHING MATERIAL EVEN WITH EDGE OF ROUGH OPENING. EXTEND 12" ABOVE WINDOW HEAD, AND 2" BELOW SILL STRIP. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST-RESISTANT STAPLES. APPLY CONTINUOUS SEALANT TO THE BACK SURFACES OF THE WINDOW FLANGE, THEN PLACE THE WINDOW INTO ROUGH OPENING WITH FLANGES OVER INSTALLED FLASHING STRIPS. AFTER WINDOW IS PLACED, APPLY CONTINOUS BEAD OF SEALANT OVER HEAD FLANGE, INSTALL A 12" WIDE HEAD STRIP OF FLASHING MATERIAL OVER WINDOW FLANGE. EMBED FLASHING INTO SEALANT. START WRB WRAP FROM THE BOTTOM. TUCK UNDER FLASHING STRIP. 2. TYPICAL STAIR DETAIL34-38"3/8" MAX. VARIATION FROM SMALLEST TO LARGEST STAIRS, HANDRAILS & GUARDS: 1. STAIR WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT & BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THE 4.5" ON EITHER SIDE OF THE STAIRWAY & THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT & BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS & LANDINGS, SHALL NOT BE LESS THAN 31.5" WHERE A HANDRAIL IS INSTALLED ON 1 SIDE & 27" WHERE HANDRAILS ARE ON BOTH SIDES. CRC R311.7.1. SPIRAL STAIRWAYS IN ACCORDANCE WITH R311.7.10.1. 2. TREADS & RISERS: STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. CRC 311.7.5. 3. RISER HEIGHT: THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4". THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 30° FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDING THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE. EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30" OR LESS. OPEN RISERS ARE ONLY PERMITTED WITHIN 30" OF THE FLOOR. CRC R311.7.5.1. 4. TREAD DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH IS MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS & AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". CRC311.7.5.2. 5. NOSINGS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16". A NOSING NOT LESS THAN 3/4" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCED THE SMALLEST BY MORE THAN 3/8" BETWEEN 2 STORIES, INCLUDING NOSING AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11". CRC 311.7.5.3. EXTERIOR WOOD/PLASTIC 6. STAIRWAY WALKING SURFACE: THE WALKING SURFACE OF TREADS & LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 48" HORIZONTAL (2% SLOPE). CRC311.7.7. 7. HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST 1 SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS. CRC 311.7.8. 8. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LESS THAN 34" & NOT MORE THAN 38". a. EXCEPTIONS: i. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. ii. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FOR HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CRC 311.7.8.1. 9. GRIP SIZE: ALL REQUIRED HANDRAILS SHALL BE OF 1 OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY: a. TYPE 1: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.25" & NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" & NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". b. TYPE 2: HANDRAILS WITH A PERIMETER GREATER THAN 6.25" SHALL HAVE A GRASPABILITY FINGER RECESS ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE & ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN 7/8" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8" TO A LEVEL THAT IS NOT LESS THAN 1.75" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25" TO A MAXIMUM OF 2.75" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". CRC 311.7.8.3. 10. ILLUMINATION: ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH CRC 303.6. FIRST COURSE IS A FULL-WIDTH SHINGLE SECOND COURSE IS A FULL-WIDTH SHINGLE MINUS APPROXIMATELY 5-5/8" FOR METRIC SHINGLE THIRD COURSE IS A FULL- WIDTH SHINGLE MINUS APPROXIMATELY 11-1/4" FOR METRIC SHINGLE EIGHTH COURSE ALIGNS WITH FIRST COURSE ASPHALT- SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT PRE-MANUFACTURED STARTER COURSE (See Note 5. Install so seal strip is along lower edge. Optional: Field fabricate [i.e. cut] from 3-tab shingles, see option below.)EXTEND SHINGLES 1/2" TO 1" (See Note 7.) OPTION: CUTTING STARTER/BLEEDER STRIPS FROM 3-TAB SHINGLE CUT OFF TABS OPTIONAL: GUTTER BRACKET (Recommended for cold-weather regions where snow and ice are common occurrences.) FASCIA BOARD FABRICATED GUTTER SPACER, OR FERRULE AND SPIKE GUTTER S L O P E ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT DOWNSLOPE PERIMETER EAVE DRIP-EDGE FLASHING METAL (Install underneath underlayment at eave. Trim and bend in end at corner to form closed end. If flashing metal is installed prior to gutter, provide adequate space for back flange of gutter.) PERIMETER RAKE DRIP-EDGE FLASHING METAL (Install over underlayment at rake.) ROOFING NAILS FASTENED AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.)OPTIONAL: COMPATIBLE SEALANT RECOMMENDED FORMED DRIP-EDGE 14. TYPICAL ASHALT SHIGLE LAYOUT 13. TYPICAL WALL TO ROOF FLASHING PLYWOOD OR STRUCTURAL WOOD SHEATHING ROOF UNDERLAYMENT (Turn up walls, and extend beyond vertical flange of step flashing as indicated.) SHEET METAL STEP FLASHING AT EACH COURSE (Place just upslope from exposed edge of shingle. Extend minimum 4" over underlying shingle and approximately 4" up vertical wall.) OPTIONAL: ADDITIONAL EXTENSION OF ROOF UNDERLAYMENT (See Note 4.) EACH UPSLOPE FLASHING APPROXIMATELY 2" HEAD LAP OVER LOWER STEP FLASHING WALL CLADDING UNDERLAYMENT (By others. Should extend down over vertical flange of reglet or one piece [e.g., 'Z'-Bar] counterflashing.) CLADDING (By Others. Cement plaster shown.) WITH SHEET METAL REGLET AND COUNTERFLASHING (Lap counterflashing minimum 2" over step flashing and maintain above the roof surface.) ROOFING NAILS (Place nails high, so they are overlapped by the next upslope step flashing.) ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT OPTIONAL: BLOCKING (Depending on reglet profile.) 11. TYPICAL FLASHING @ EAVE & FASCIA ALTERNATE: SEPARATE SOFT METAL FLASHING CAP, INTO PIPE APPROX 1" EXAMPLE: PRE-FABRICATED FLASHING COLLAR EXAMPLE: METAL FLASHING WITH STORM COLLAR STORM COLLAR METAL PIPE FLASHING LEAD OR OTHER SOFT METAL PIPE FLASHING (Turn down into soil stack approximately 1".) SOIL STACK PIPE (Plumbing vent.) FASTEN THROUGH UPSLOPE FLANGE (i.e., blind-nail.) TO SECURE VENT FLASHING COMPATIBLE SEALANT DRAWBAND ALTERNATE: SEPERATE SOFT METAL FLASHING CAP 15. TYPICAL PLUMBING VENT FLASHING . NOTE: CONTRACTOR TO VERIFY ALL TYPICAL DETAILS WITH MFR'S SPECIFICATIONS. MFR'S DETAILS SHALL SUPERSEDE TYPICAL DETAILS. 5. TYPICAL STORAGE dhw STRAPPING 6. TYPICAL dhw INSTALLATION 1. ARCHITECTURAL NOTES9. TYPICAL hvac IN ATTIC R327.1.2 Electrical Receptacle Outlet, Switch and Control Heights Electrical receptacle outlets, switches and controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be located no more than 48 inches (1219.2 mm) measured from the top of the outlet box and not less than 15 inches (381 mm) measured from the bottom of the outlet box above the finish floor. Exceptions: Dedicated receptacle outlets; floor receptacle outlets; controls mounted on ceiling fans and ceiling lights; and controls located on appliances. Receptacle outlets required by the California Electrical Code on a wall space where the distance between the finished floor and a built-in feature above the finish floor, such as a window, is less than 15 inches (381 mm). R327.1.3 Interior Doors Effective July 1, 2024, at least one bathroom and one bedroom on the entry level shall provide a doorway with a net clear opening of not less than 32 inches (812.8 mm), measured with the door positioned at an angle of 90 degrees from the closed position; or, in the case of a two- or three-story single family dwelling, on the second or third floor of the dwelling if a bathroom or bedroom is not located on the entry level. R327.1.4 Doorbell Buttons Doorbell buttons or controls, when installed, shall not exceed 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches (1219.2 mm) measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches (1219.2 mm) above exterior floor or landing, measured from the top of the doorbell button or control. R327.1 Aging-in-Place Design and Fall Prevention Newly constructed dwellings subject to the requirements of this code shall be designed and constructed in accordance with Sections R327.1.1 through R327.1.4. R327.1.1 Reinforcement for Grab Bars At least one bathroom on the entry level shall be provided with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of the dwelling shall comply with this section. 1. Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. 2. Reinforcement shall not be less than 2 by 8 inch (51 mm by 203 mm) nominal lumber. [11/2 inch by 71/4 inch (38 mm by 184 mm) actual dimension] or other construction material providing equal height and load capacity. Reinforcement shall be located between 32 inches (812.8 mm) and 391/4 inches (997 mm) above the finished floor flush with the wall framing. 3. Water closet reinforcement shall be installed on both side walls of the fixture, or one side wall and the back wall. 4. Shower reinforcement shall be continuous where wall framing is provided. 5. Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches (152.4 mm) above the bathtub rim. R327.1.1.1 Documentation for Grab Bar Reinforcement Information and/or drawings identifying the location of grab bar reinforcement shall be placed in the operation and maintenance manual in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4. 16. AGE-IN-PLACE REQUIREMENTS 14" 14" STEP 1 - ATTACH SILL STRIP ROUGH OPENING 12" STEP 2 - ATTACH JAMB STRIP ROUGH OPENING SILL STRIP SILL STRIP JAMB STRIPJAMB STRIP2" 12" STEP 3 - APPLY SEALANT & PLACE WINDOW ROUGH OPENING 2" STEP 4 - HEAD FLASHING STRIP 2" STEP 5 - APPLY WATER RESISTANT BARRIER A 17. TYPICAL window flashing B C GBCNalCCOPYRIGHT NorCal GBC 2024 Do not reproduce these drawings and specifications without the express written permission of the drafter. The drawings and specifications are instruments of service and should remain the property of the drafter whether the project for which they are made is executed or not. These drawings and specifications shall not be used for additions to this project by others except by the express written permission of the drafter. Date: Scale: Drawn By:Steve Buttitta A5.1 4/29/2024Plotted On: 4/29/2024 AS NOTED DETAILSCRYSTAL AND JUAN FARIASEAGLES NESTCHICO, CA 95928APN: 017-300-031ADDITION FORIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL SEALGBCGREEN BUILDING CONSULTING 2460 Ceres Ave, Chico, CA 95926 P-530.321.7812 norcalgbc.comGBCNorCalCOMPANY INFO. DISCLAIMER A/E SEAL CLIENT INFO. DRAWING INFO. REV DATE BY HAD CM.RATZ L AFFL EXP. 6-30-25 064399 LIVIC AINROFILACFOETA TS SEFOR ERD NEP I ERET ISGGE NANOIS REDRAWING NUMBER Phase: Project #: Ckd. By: Date:FARIAS RESIDENCEEAGLE NEST DRCHICO, CA 95928STRUCTURAL NOTES24-033 SUBMITTAL CMR 04.29.2024 S1 APR 29, 2024 REV DATE BY HAD CM.RATZ L AFFL EXP. 6-30-25 064399 LIVIC AINROFILACFOETA TS SEFOR ERD NEP I ERET ISGGE NANOIS REDRAWING NUMBER Phase: Project #: Ckd. By: Date:FARIAS RESIDENCEEAGLE NEST DRCHICO, CA 95928STRUCTURAL NOTES24-033 SUBMITTAL CMR 04.29.2024 S2 APR 29, 2024 REV DATE BY HAD CM.RATZ L AFFL EXP. 6-30-25 064399 LIVIC AINROFILACFOETA TS SEFOR ERD NEP I ERET ISGGE NANOIS REDRAWING NUMBER Phase: Project #: Ckd. By: Date:FARIAS RESIDENCEEAGLE NEST DRCHICO, CA 95928STRUCTURAL NOTES24-033 SUBMITTAL CMR 04.29.2024 S3 APR 29, 2024 REV DATE BY HAD CM.RATZ L AFFL EXP. 6-30-25 064399 LIVIC AINROFILACFOETA TS SEFOR ERD NEP I ERET ISGGE NANOIS REDRAWING NUMBER Phase: Project #: Ckd. By: Date:FARIAS RESIDENCEEAGLE NEST DRCHICO, CA 95928STRUCTURAL NOTES24-033 SUBMITTAL CMR 04.29.2024 S4 APR 29, 2024