HomeMy WebLinkAboutB22-1325 RC5 Site PlanDATEENGINEER STAMPDRAWING DATE: 2022/11/17PERMIT SET
REVISION HISTORYRONALD + NOLA DINGUS RESIDENCE
6652 ISHI DRIVE
MAGALIA, CA 95954DRAWN BY: TDTtdtappin@gmail.com(707) 490-9475DESIGNER SIGNATUREPERMIT SUBMITTAL: 2022/02/23PROJECT # 2208TDTCONCEPTDESIGN(1) PLAN CHECK RESPONSE: 2022/06/29(2) PLAN CHECK RESPONSE: 2022/09/21(3) PLAN CHECK RESPONSE: 2022/11/02FIRE SAFETY REQUIREMENTSGMECHANICAL NOTESIMECHANICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CALIFORNIAMECHANICAL CODE AND ANY APPLICABLE LOCAL CODES.ALL GAS APPLIANCES SHALL BE PROPERLY VENTED IN ACCORDANCE WITHCALIFORNIA MECHANICAL CODE.PROVIDE A PRIMARY AND SECONDARY CONDENSATE DRAIN FOR EQUIPMENTLOCATED ABOVE A LIVING SPACE.AN APPROVED FUEL SHUTOFF VALVE SHALL BE INSTALLED IN THE SUPPLYPIPING SERVING EACH FUELED MECHANICAL UNIT. SHUTOFF VALVE SHALL BEPROVIDED IN AN ACCESSIBLE LOCATION AHEAD OF APPLIANCE CONNECTIONTO PIPING.FURNACE ACCESS DOOR SHALL BE 22"x30" MINIMUM AND SHALL LOCATED TOGIVE ACCESS TO ALL CONTROLS.IN SHOWERS AND BATHTUBS, CONTROL VALVES MUST BE PRESSURE BALANCEDOR THERMOSTATIC VALVES. PROVIDE CONTROLS AT SHOWER OR TUB FIXTURE.WALLS OF SHOWER AND BATHTUB FIXTURES SHALL BE OF A SMOOTH, HARD,NON-ABSORBENT MATERIAL AT THE SURFACE OVER A MOISTURE-RESISTANTUNDERLAYMENT. MATERIAL SHALL EXTEND MINIMUM 72" ABOVE DRAIN INLETAND 4" ABOVE SHOWER HEAD SUPPLY PIPE AT THE WALL.LOCATE VENTING SYSTEM TERMINATIONS 4' MINIMUM FROM ANY OPENINGDOOR, WINDOW, OR GRAVITY AIR INLET. EXHAUST DUCTS SHALL TERMINATE 3'MINIMUM FROM ANY OTHER OPENING IN THE BUILDING.DRYER EXHAUST DUCT SHALL INCLUDE THE FOLLOWING: RIGID MATERIAL,SMOOTH INTERIOR SURFACE, MINIMUM 4" DIAMETER, MINIMUM 0.016"THICKNESS. PROVIDE A BACK-DRAFT DAMPER. (CMC 502.2.1, CMC 504.4.1, CMC504.4.2)BATHROOM EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING ANDSHALL BE EQUIPPED WITH A BACKDRAFT DAMPENER.DIRECT VENT APPLIANCES SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS. LOCATE VENTS ABOVE ANTICIPATED SNOW HEIGHT.IN ADDITION TO THE REQUIRED PRESSURE RELIEF VALVES ON WATER HEATERS,PROVIDE AN APPROVED EXPANSION TANK OR OTHER DEVICE DESIGNED FORINTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL AT LOCATIONSWHERE THE BUILDING SUPPLY PRESSURE IS GREATER THAN THE REQUIREDRELIEF VALVE PRESSURE SETTING, OR WHEN ANY DEVICE IS INSTALLED THATPREVENTS PRESSURE RELIEF THROUGH THE BUILDING SUPPLY. SIZE PERMANUFACTURER SPECIFICATIONS.AN R-12 WATER HEATER BLANKET IS REQUIRED FOR ALL WATER HEATERS WITHAN ENERGY FACTOR BELOW 0.58. NO COMPLIANCE CREDIT IS GIVEN FOR WATERHEATER INSULATION. STANDARD WATER HEATER COMPLIANCE IS ACHIEVEDWITH A NON-RECIRCULATING STORAGE, GAS WATER HEATER WITH A 0.52ENERGY FACTOR. (ENERGY STANDARDS, ART. 1.3)KITCHEN RANGE HOOD TO PROVIDE MINIMUM 100CFM EXHAUST TO THEOUTSIDE OF THE BUILDING THROUGH A METAL DUCT WITH SMOOTH INTERIORSURFACE.KITCHEN HOOD, BATHROOM FANS, AND OTHER EXHAUST FANS SHALL HAVE ABACK DRAFT DAMPER PER CMC SECTION 504.1.THE SIZE OF THE HVAC SYSTEMS SHALL BE A DEFERRED SUBMITTAL.CONSTRUCTION SHALL BE IN COMPLIANCE WITH CAL FIRE WILDLAND-URBANINTERFACE CODE 2019.EXTERIOR WALL COVERING MATERIAL SHALL SATISFY ONE OF THE FOLLOWINGREQUIREMENTS: - NON-COMBUSTIBLE MATERIAL - IGNITION-RESISTANT MATERIAL - HEAVY-TIMBER EXTERIOR WALL ASSEMBLY - LOG WALL CONSTRUCTION ASSEMBLY - WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCEWITH THE TEST PROCEDURES FOR A 10 MINUTE DIRECT FLAME CONTACTEXPOSURE TEST SET FORTH IN SFM STANDARD 12-71-1.EXTERIOR WINDOWS AND GLAZING SHALL BE MULTI-PANE AND HAVE AMINIMUM OF ONE TEMPERED PANE WITH A 20 MINUTE FIRE RATING.VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL BE PLACED IN ENCLOSEDWALLS AT 10' MINIMUM SPACING, AND AROUND WALL-MOUNTED ELECTRICALAND MECHANICAL APPLIANCES.SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED INACCORDANCE WITH FIRE CODE (LISTED BELOW) AND AS INDICATED ONELECTRICAL PLAN. UNITS SHALL BE POWERED BY INTERNAL WIRING ANDCONTAIN A BATTERY BACKUP POWER SOURCE.SMOKE ALARMS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS PER CRC314.3: - EACH SLEEPING ROOM - OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOMS - ON EACH ADDITIONAL STORY OF THE BUILDING INCLUDING HABITABLE ATTICSAND BASEMENTS, BUT NOT INCLUDING UNINHABITED ATTICS AND CRAWLSPACE - IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT ANINTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM ON THEUPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THATTHE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.CARBON MONOXIDE ALARMS SHALL BE PROVIDED AT THE FOLLOWINGLOCATIONS PER CRC 316.1: - DWELLING UNITS AND SLEEPING UNITS WHERE FUEL-BURNING APPLIANCESARE INSTALLED - DWELLING UNITS THAT HAVE ATTACHED GARAGESSMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE WIRED TO SOUNDALARM ON ALL UNITS IN THE BUILDING WHEN ONE UNIT IS ACTIVATED.EXTERIOR DOORS AND DOORS SEPARATING MAIN HOUSE FROM GARAGE SHALLBE MINIMUM 1 3/8" THICK SOLID OR HONEYCOMB CORE, BE COMPOSED OFNON-COMBUSTIBLE OR IGNITION-RESISTANT MATERIALS, AND HAVE AMINIMUM 20 MINUTE FIRE RATING.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENTACCUMULATION OF LEAVES AND DEBRIS.AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED ANDINSTALLED IN ACCORDANCE WITH CRC R313.3 OR NFPA 13D. FIRE SPRINKLERSSHALL BE UNDER SEPARATE PERMIT AND REVIEW.AT WALLS SEPARATING MAIN HOUSE FROM GARAGE, PENETRATIONS IN THEMEMBRANE ARE TO BE SEALED AROUND OPENINGS IN ACCORDANCE WITH CRCR302.5.3. PENETRATIONS THROUGH THE SEPARATION REQUIRED BY R302.6SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. OPENINGSAROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOORLEVEL MUST BE PROTECTED WITH AN APPROVED MATERIAL TO RESIST THE FREEPASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. AT THEGARAGE/DWELLING SEPARATION WALL, PROVIDE A MINIMUM 1/2" GYPSUMBOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE BETWEEN THE RESIDENCEAND ATTIC.PLUMBINGHPLUMBING CONSTRUCTION TO BE IN ACCORDANCE WITHCALIFORNIA MECHANICAL CODE AND ANY APPLICABLE LOCAL CODES.AN APPROVED INTEGRAL FREEZE-LESS BACKFLOW PREVENTIONDEVICE SHALL BE INSTALLED AT EXTERNAL HOSE BIBS.THE LOCATION FOR GAS SHUT-OFF VALVES FOR APPLIANCES SHALL BEWITHIN 3 FEET OF THE APPLIZNCE SERVED.PROVIDE 100 SQUARE INCHES OF COMBUSTION AIR AT TOP ANDBOTTOM OF WATER HEATER ENCLOSURE.TEMPERATURE/PRESSURE RELIEF VALVE DRAIN LINES SHALL BEGALVANIZED STEEL OR HARD DRAWN COPPER, AND SHALLTERMINATE OUTSIDE THE BUILDING FOOTPRINT. TERMINATION SHALLBE LOCATED BETWEEN 6 AND 24 INCHES ABOVE GRADE AND POINTEDDOWN.WATER HEATER SHALL BE SECURED TO RESIST SEISMIC FORCES.PROVIDE A MINIMUM OF (4) ANCHORS TO PLATFORM ORSTRUCTURAL FLOOR ELEMENTS AT FLOOR-MOUNTED UNITS. PROVIDE(4) ANCHORS TO WALL AT WALL-MOUNTED UNITS. UNITS EXCEEDING400 POUNDS IN WEIGHT WITH A CENTER OF GRAVITY GREATER THAN4'-0" ABOVE THE FINISHED FLOOR SHALL BE REVIEWED FOR SEISMICOVERTURNING BY THE DESIGNER OF RECORD OR A LICENSEDSTRUCTURAL ENGINEER.PROVIDE MATERIALS TO PREVENT PLUMBING AND PIPING FIXTURESFROM FREEZING.WATER SUPPLY PIPING SHALL BE LOCATED 36" MIN BELOW GRADE TOPREVENT FREEZING.WATER PIPING SHALL BE GRADED TO DRAIN.BATHROOM EXHAUST FANS SHALL BE CAPABLE TO ADJUST HUMIDITYBETWEEN 50% AND 80% AND ADJUST BY AN AUTOMATIC OR MANUALCONTROL.WATER CLOSETS NOT TO EXCEED 1.28 GPF.SINGLE SHOWERHEAD NOT TO EXCEED 1.8 GPM AT 80 PSI, CERTIFIEDUS EPA WATERSENSE.FAUCETS NOT TO EXCEED 1.2 GPM AT 60 PSI; MINIMUM FLOW RATEOF A RESIDENTIAL LAVATORY FAUCET SHALL NOT BE LESS THAN 0.8GPM AT 20 PSI.KITCHEN FAUCETS NOT TO EXCEED 1.8 GPM AT 60 PSI, BUT MAYEXCEED TEMPORARILY, BUT NOT EXCEED 2.2 GPM, AND DEFAULT BACKTO 1.8 GPM.GAS PIPING PLANS AND CALCULATIONS SHALL BE A DEFERREDSUBMITTAL. GAS PIPE SIZING SHALL BE APPROVED BY BUILDINGDEPARTMENT PRIOR TO INSTALLATION.GLAZINGFWINDOWS AND OTHER GLAZING SHALL BE COMPLIANT WITH CALIFORNIAENERGY CODE. MANUFACTURER TO PROVIDE CERTIFICATION.PROVIDE SAFETY GLAZING AT THE FOLLOWING LOCATIONS NOTED PER CRC308.4. - GLAZING IN ALL FIXED AND OPERABLE PANELS OF SEINGING SLIDING,AND BIFOLD DOORS. - GLAZING IN AN INDIVIDUAL OR OPERABLE PANEL. ADJACENT TO A DOORWHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC OF THEDOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE ISLESS THAN 60INCHES ABOVE THE FLOOR OR WALKING SURFACE. - GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALLTHE FOLLOWING CONDITIONS:- THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET.- THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR.- THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR.- ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHESOF THE GLAZING. - ALL GLAZING IN RAILINGS, INCLUDING STRUCTURAL BALLUSTER PANELSAND NON-STRUCTURAL INFILL PANELS - GLAZING IN ENCLOSURES FOR OR WALLSFACING HOT TUBS,WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, ANS SHOWERS, WHERETHE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHESMEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES MEASUREDHORIZONTALLY FROM THE WATER'S EDGE OF A HOT TUB, WHIRLPOOL, ORBATHTUB. - GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOORSWIMMING POOLS, HOT TUBS, AND SPAS, WHERE THE BOTTOM EDGE OFTHE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING OR WALKINGSURFACE AND WITHIN 60 INCHES MEASURED HORIZONTALLY OF THEWATER'S EDGE. THIS SHALL APPLY TO ALL PANELS IN GLAZING. - GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36INCHES MEASURED HORIZONTALLY OF A WALKING SURFACE WHEN THEEXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THEPLANE OF THE ADJACENT WALKING SURFACE. - GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES MEASUREDHORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTIONWHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHESABOVE THE NOSE OF THE TREAD.1.2.3.4.5.6.7.8.9.10.11.12,1.2.3.4.5.6.7.8.9.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.1.2.10.11.12.13.14.15.16.NNOTE: REFER TO LOCAL CODE OF ORDINANCES FOR BEST MANAGEMENTPRACTICES (BMP'S) FOR MINIMUM EROSION AND SEDIMENT CONTROLS.ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ONA DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERESHALL BE NO TRACKING OF SOILS ONTO THE STREET.PROVIDE ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLETLOCATIONS WITHIN 150' OF THE PROJECT SITE.PROVIDE INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET.PROVIDE TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS.STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15'OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETSMAY BE USED FOR THIS APPLICATION)ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN ACOVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAININLETS.PORTABLE CHEMICAL TOILETS, IF PROVIDED ON THE SITE, MUST BE KEPTOFF STREETS AND SIDEWALKS AND AT LEAST 50' FROM THE NEARESTSTORM DRAIN INLET.ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LETITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANINGMATERIAL CONTAINERS ETC. COME IN TONTACT WITH ANY RAINFALL ORSTORM WATER RUNOFF.PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALESLINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAYBINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BEPLACED OFF OF THE PAVED STREETS.SITE PLAN NOTESD1.2.3.4.5.6.7.8.9.10.APPROXIMATE SITE PLANAPPROXIMATE SCALE: 1"=20'-0"APN # 066-500-012-000VENTING REQUIREMENTSEATTIC SHALL HAVE A MINIMUM OF 1 SQ FT OF VENTING PER 150 SQ FT OFATTIC SPACE, MIN 50% ABOVE EAVE LEVEL.ATTIC AREA: 2765 SFVENTING AREA REQUIRED: 18.43 SF (2654 SQ IN)1327 SQ IN REQUIRED ABOVE EAVE LEVEL1327 SQ IN REQUIRED AT EAVE LEVELPROVIDE 2" ø HOLES OR MANUFACTURED VENTS TO ACHIEVE MINIMUMVENTILATION AREA IN EAVE BLOCKING. MANUFACTURED EAVE VENTS SHALLBE VULCAN VENTS OR TESTED EQUIVALENT THAT RESIST THE INTRUSION OFFLAME AND BURNING EMBERS PER 2019 CRC SECTION R337.6.3.PROVIDE RIDGE VENTS OR A COMBINATION OF RIDGE VENTS AND GABLEEND VENTS TO ACHIEVE MINIMUM VENTILATION AREA IN UPPER PORTIONOF ROOF.CRAWL SPACE SHALL HAVE A MINIMUM OF 1 SQ FT OF VENTING PER 150 SQFT OF CRAWL SPACE.CRAWL SPACE AREA (NON-BASEMENT): 833 SFVENTING AREA REQUIRED: 5.55 SF (800 SQ IN)VENTILATION OPENINGS FOR ENCLOSED ATTICS AND ENCLOSED EAVESOFFIT SPACES SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS,OR OTHER MATERIALS THAT COMPLY WITH CALIFORNIA MECHANICAL CODE.VENTS MATERIAL TO BE CORROSION RESISTANT, NON-COMBUSTIBLE, ANDIN COMPLIANCE WITH FIRE CODE REQUIREMENTS SECTION.PER CRC303.3, BATHROOMS, WATER CLOSET COMPARTMENTS, AND OTHERSIMILAR ROOMS SHALL HAVE MINIMUM 3 SQUARE FEET OF GLAZING, HALFOF WHICH IS OPENABLE. GLAZING IS NOT REQUIRED WHEN ARTIFICIALLIGHTING AND VENTILATION ARE PROVIDED. MINIMUM VENTILATION RATESSHALL BE 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 25CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION. VENTILATION AIRSHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE.GABLE ATTIC VENTS AND FOUNDATION VENTS SHALL BE FULLY COVEREDWITH METAL WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUMOPENINGS OF 1/16", AND SHALL NOT EXCEED 1/8" OPENINGS INCOMPLIANCE WITH 2019 CRC SECTION R337.6.2. VENTING SHALL BE LISTEDAND APPROVED ON CALIFORNIA STATE FIRE MARSHAL APPROVED BUILDINGMATERIALS LIST OR TO ASTM E2886.FINISHESC1.2.3.4.5.6.7.8.9.10.BUILDING CODES:2019 CALIFORNIA BUILDING CODE2019 CALIFORNIA RESIDENTIAL CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA ENERGY CODE2019 CALIFORNIA GREEN BUILDING STANDARDS CODE2019 CALIFORNIA WILDLIFE-URBAN INTERFACE REQUIREMENTS2019 BUTTE COUNTY MUNICIPAL CODEPROJECT IS LOCATED IN A STATE RESPONSIBILITY AREASITE ELEVATION: APPROX. 2200 FT.OCCUPANCY CATEGORY: R-3 (HOUSE), U (GARAGE)CONSTRUCTION TYPE: V-BHOUSE CONDITIONED SQUARE FOOTAGE: 2614 SFGARAGE SQUARE FOOTAGE: 598 SFUN-CONDITIONED BASEMENT SIDE ROOM SQUARE FOOTAGE: 359 SFCOVERED PORCH: 184 SFDECK SQUARE FOOTAGE: 693 SFPATIO SQUARE FOOTAGE: 75 SFTOTAL BUILDING FOOTPRINT: 3458 SFGROUND SNOW LOAD: 37 PSFDESIGN CRITERIABGENERAL NOTESASCOPE OF WORK: CONSTRUCTION OF A NEW TWO-STORY, (2)BEDROOM, (3) BATHROOM SINGLE-FAMILY RESIDENCE AT 6652 ISHIDRIVE, MAGALIA, CALIFORNIA.THE DRAWINGS CONTAINED IN THIS SET SHALL NOT BE USED FORCONSTRUCTION WITHOUT APPROVED APPLICABLE BUILDING PERMIT(S)FROM THE JURISDICTION IN WHICH THE BUILDING SHALL BE LOCATED.DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION ANYWHEREOTHER THAN THE SPECIFIED SCOPE OF WORK WITHOUT THE EXPLICITCONSENT OF TDT CONCEPT DESIGN AND ALL AFFILIATED PARTIES.TDT CONCEPT DESIGN ASSUMES NO RESPONSIBILITY FOR THEACCURACY OF EXISTING SITE INFORMATION. IT IS THE BUILDER'SRESPONSIBILITY TO VERIFY SITE CONDITIONS PRIOR TOCONSTRUCTION.DRAWINGS WITHOUT A LISTED SCALE SHALL NOT BE SCALED.DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD.CONTRACTOR TO COORDINATE MECHANICAL AND UTILITY SYSTEMSWITH STRUCTURAL ELEMENTS. ANY CONFLICTS SHALL BE BROUGHT TOTHE ATTENTION OF ALL AFFECTED PARTIES.MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY WITH CALGREEN BUILDING CODE REQUIREMENTS.MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY WITHWILDLIFE-URBAN INTERFACE REQUIREMENTS.CONSTRUCTION SHALL COMPLY WITH ALL LOCAL CODES ANDREGULATIONS.THE REQUIRED PHOTOVOLTAIC SYSTEM INSTALLATION SHALL BEUNDER A SEPARATE REVIEW AND PERMIT.1.2.3.4.5.6.7.8.9.10.MATERIAL AND FINISH COLORS SHALL BE AS FOLLOWS:ROOF: STANDING SEAM METAL, PATTERN CHOICE BY BUILDEREXTERIOR WALLS: HORIZONTAL HARDI LAP SIDINGEXTERIOR TRIM: 3" WEATHER RESISTANT TRIM BOARDDECKING: WUI-COMPLIANT 2x DECKING BOARDS IN ACCORDANCEWITH CRC SECTION R337.9.PROVIDE CORROSION-RESISTANT FLASHING AT ALL DOORS ANDWINDOWS.PROVIDE WUI-COMPLIANT IGNITION RESISTANT OR NON-COMBUSTIBLEEAVES AND SOFFITS IN ACCORDANCE WITH CRC SECTION R337.7.5.PROVIDE WUI-COMPLIANT IGNITION RESISTANT OR NON-COMBUSTIBLEEXTERIOR PORCH CEILINGS IN ACCORDANCE WITH CRC SECTION R337.7.6.SEE FIRE CODE REQUIREMENTS SECTION FOR ADDITIONAL REQUIREMENTSFOR EXTERIOR FINISHES.1.2.3.4.5.TITLE 24 REQUIRED SPECIAL FEATURESJTHE FOLLOWING ARE FEATRES THAT MUST BE INSTALLED AS A CONDITION FORMEETING THE MODELED ENERGY PERFORMANCE FOR THE ANALYSISDOCUMENTED IN THE TITLE 24 REPORT.PV EXCEPTION 6: DECLARED EMERGENCYU AREA (PRIOR TO 1/1/20) (0kW)CEILING HAS HIGH LEVEL OF INSULATIONFLOOR HAS HIGH LEVEL OF INSULATIONWINDOW OVERHANGS AND/OR FINSVARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILSFROM VCHP STAFF REPORT, APPENDIX B, AND RA3.NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATERHEATER; SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE INSTALLED1.2.3.4.5.6.SHEETA1TITLE PAGE & GENERAL NOTESSHEET INDEXDESCRIPTIONA2FLOOR PLANA3BASEMENT PLANA4ROOF PLANA5ELEVATIONSA6ELEVATIONSA7SECTIONSA8SECTIONSA9DETAILSE1MAIN FLOOR ELECTRICAL PLANE2BASMENT ELECTRICAL PLANCG1CAL GREEN MANDATORY MEASURESCG2CAL GREEN MANDATORY MEASURESC1COVER SHEET, NOTES AND LOCATIONC2C2 OVERALL EXISTING SITE PLAN AND DEMOC3GRADINGC4SECTIONSC5EROSION CONTROLS1STRUCTURAL GENERAL NOTESS1.1STANDARD DETAILS & SCHEDULESS1.2STANDARD DETAILS & SCHEDULESS2FOUNDATION PLANS3MAIN FLOOR FRAMING PLANS4ROOF FRAMING PLANS5LOWER LEVEL SHEAR WALL PLANS6MAIN LEVEL SHEAR WALL PLANSD-1STRUCTURAL DETAILSSD-2STRUCTURAL DETAILSNOTE: THE PROPERTY LINES OF THE PARCEL SHALL BE IDENTIFIED AT THETIME OF FIRST INSPECTION. IF PROPERTY LINES CANNOT BE VERIFIED, ASURVEY OF THE PROPERTY WILL BE REQUIRED.HERS FEATURE SUMMARYBUILDING-LEVEL VERIFICATIONS: - INDOOR AIR QUALITY VENTILATION - KITCHEN RANGE HOODCOOLING SYSTEM VERIFICATIONS: - VERIFIED REFRIGERANT CHARGE - AIRFLOW IN HABITABLE ROOMS (SC3.1.4.1.7)HEATING SYSTEM VERIFICATIONS: - VERIFIED HSPF - VERIFIED HEAT PUMP RATED HEATING CAPACITY - WALL-MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 SQ. FT. (SC3.4.5) - DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED SPACE(SC3.1.4.1.8)HVAC DISTRIBUTION SYSTEM VERIFICAITONS: - NONEDOMESTIC HOT WATER SYSTEM VERIFICATIONS: - NONEPROPOSED NEWHOUSEISHI DRIVEPROPERTY LINEPROPERTY LINESETBACKFINISHED ELEVATIONS:HOUSE FF = 2208'BASEMENT FF = 2199'GARAGE FF = 2206'P
R
O
P
O
S
E
D N
E
WD
RIV
E
W
A
YSEPTIC SYSTEMPER SHEET C247'-314"12'-358"10'-0"51'-11
2"A1GENERAL NOTES