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HomeMy WebLinkAbout_2025-02-20-06 Enclave L24 -Assessor's Plan Set 11x17_v2 (1)D A T EI S S U EVELLUM DESIGN BUILD3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401VELLUMDESIGNBUILD.COMPHONE 805.784.0487FAX 805.784.0488These drawings are instruments of service and are the property of Vellum Design Build, Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Vellum Design Build, Inc.© 2025 COPYRIGHT NOTICE ENCLAVE - LOT 24SAN LUIS OBISPO, CALIFORNIA 934012025.02.20 BLDG. PERMIT SUB 1T1.1TITLE SHEET - BUILDINGNEW 3,818.7 SQ.FT. SINGLE-FAMILY RESIDENCE WITH BEDROOMS, 4 BATHROOMS, AN ATTACHED 765.2 SQ.FT. 2-CAR GARAGE, 367.3 SQ.FT. COVERED PATIO, AND 367.3 SQ.FT. ROOF DECK ON THE UPPER FLOOR. THE PROPOSED IMPROVEMENTS INCLUDE 136 LINEAR FEET OF RETAINING WALL.PERMIT HISTORYTRACT MAP------ 3987 ORCUTT ROAD, FMAP-1955-2018 (TRACT 3063 PHASE 3)ARC PERMIT ------ ARCH-0457-2024BUILDING PERMIT------ (TBD)FIRE SPRINKLER PERMIT------ (TBD)DEMOLITION PERMIT------ (TBD)1011011CITY OFSAN LUIS OBISPOPROJECTJO HNS ON A V E B R O AD S T SOUTH STC AL IFO R N IA BL VD FOOTHILL BLVDMARSH STMONTEREYSAN LUIS DRIVEGRAND AVE ORCUTT RDVICINITY MAPABBREVIATIONSA/CAIR CONDITIONINGABV. ABOVEADDL. ADDITIONALA.F.F. ABOVE FINISH FLOORALT. ALTERNATEAMT. AMOUNTAPPROX. APPROXIMATEAVG. AVERAGEBD.BOARDBTWN. BETWEENBLDG. BUILDINGBLK. / BLKG. BLOCK / BLOCKINGC.F.M. CUBIC FEET PER MINUTECHG. CHANGEC.I.CAST IRONCLR. CLEAR/CLEARANCECLG. CEILINGCLCENTERLINEC.M.U. CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONSTR CONSTRUCTIONC.O.T.G. CLEAN OUT TO GRADECTR. CENTERCU. FT. CUBIC FOOTCU. IN. CUBIC INCHCU. YD. CUBIC YARDDBL. DOUBLEDEG. DEGREEDEPT. DEPARTMENTDIAG. DIAGONALDIA.DIAMETERDIM. DIMENSIONDIV.DIVISIOND.S.DOWNSPOUTDW.DUMBWAITER / DOWNSPOUT(E)EXISTINGEA.EACHELEC. ELECTRICELEV. ELEVATION / ELEVATORENCL. ENCLOSUREEQ.EQUALEQUIP. EQUIPMENTEXIST. EXISTINGEXT. EXTERIORF.DFLOOR DRAINF.GFINISH GRADEF.H.FIRE HYDRANTFIN.FINISHFLR. FLOORFLUOR. FLUORESCENTF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDFS.FINISH SURFACEFT.FOOTFTG. FOOTINGGA.GAUGEGAL. GALLONGALV. GALVANIZEDGYP. GYPSUMH.B.HOSE BIBBHDR. HEADERHRDW. HARDWAREHORIZ. HORIZONTALHP.HORSE POWERHT.HEIGHTI.D.INSIDE DIAMETERIN.INCHINFO. INFORMATIONINSUL. INSULATIONINT.INTERIORJAN. JANITORJCT. JUNCTIONJT.JOINTKIT.KITCHENLAV. LAVATORYLB,POUNDL.F.LINEAL FOOTLIN.LINEARLT.LIGHTLT.WT. LIGHT WEIGHTMAX. MAXIMUMM.B. MACHINE BOLTM.C. MEDICINE CABINETMECH. MECHANICALMED. MEDIUMMEZZ, MEZZANINEMFR. / MFG. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTL. METAL(N)NEWPROJECT DATAPROJECT DESCRIPTIONSYMBOL LEGENDDIRECTION OF VIEWAA6.0DIRECTION OF VIEWINTERIOR ELEVATION MARKERSHEET NUMBERN.G. NATURAL GRADE N.I.C. NOT IN CONTRACTNTS NOT TO SCALEO/ BOARDO.C. ON CENTERO.D. OUTSIDE DIAMETEROPNG. OPENINGORIG. ORIGINALOZ. OUNCEPERP. PERPENDICULARPL. PLATEP. LAM. PLASTIC LAMINATEPLY. WD. PLYWOODP.O.C. POINT OF CONNECTIONPR. PAIRPROJ. PROJECTP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCHPVMT. PAVEMENTP.T.D.F. PRESSURE TREATED DOUG FIRQT. QUARTQTY. QUANTITYR. RISERRAD. RADIUSRD. ROADREF. REFRIGERATORREINF. REINFORMENTREQ. REQUIREDREQ'S REQUIREMENTSRM. ROOMR.O. ROUGH OPENINGR.T.S. REFER TO STRUCTURALSCHED. SCHEDULES.C. SOLID CORESECT. SECTIONSHWR. SHOWERSHT. SHEETSIMM. SIMILARSPEC(S). SPECIFICATION(S)SQ. SQUARESQ. FT. SQUARE FEETS.S. STAINLESS STEELST. STREETSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURESYM. SYMBOLT. TREADT.O.C TOP OF CONCRETE/CURBTO.C.B. TOP OF CATCH BASINTEL. TELEPHONETEMO. TEMPERATURETANDG TONGUE AND GROOVETHK. THICKTOIL. TOILETT.O.P. TOP OF PAVEMENTT.O.S. TOP OF SLABT.O.W. TOP OF WALLTV TELEVISIONTYP. TYPICALUNFIN. UNFINISHEDU.N.O. UNLESS NOTED OTHERWISEUR. URINALV. VENTV.C.T. VINYL COMPOSITION TILEVENT. VENTILATE, VENTILATINGVERT. VERTICALV.T.R. VENT THRU ROOFW.C. WATER CLOSETWD. WOODW.H. WATER HEATERW.I. WROUGHT IRONWOM. WOMENW.P. WATERPROOFINGWSCT. WAINSCOTW/ WITHW/O WITHOUTACRONYMSA.N.S.I. AMERICAN NATIONALSTANDARDS INSTITUTEA.S.T.M. AMERICAN SOCIETY FORTESTING AND MATERIALSC.B.C. CALIFORNIA BUILDING CODEI.C.B.O. INTERNATIONAL CONFERENCEOF BUILDING OFFICIALSN.F.P.A. NATIONAL FIRE PROTECTIONASSOCATIONO.S.H.P.D. OCCUPATIONAL SAFETYAND HEALTH ACTU.F.C. UNIFORM FIRE CODEW.I.C. WOODWORK INSTITUTEOF CALIFORNIASECTION CUT REFERENCE CITY, AGENCY AND UTILITIESPLANNING DEPARTMENTCITY OF SAN LUIS OBISPO919 PALM STREETSAN LUIS OBISPO, CA 93401P: 805.781.7170BUILDING DEPARTMENTPUBLIC WORKS DEPT.POLICE DEPARTMENTFIRE DEPARTMENTCABLE / TELEPHONECALIFORNIA COASTAL COMMISSIONELECTRICITYGASLOCAL HEALTH DEPARTMENT WATER / SEWER1042 WALNUT STREETSAN LUIS OBISPO, CA 93405P: 805.781.7317CENTRAL COAST DISTRICT OFFICE725 FRONT STREET, SUITE 300SANTA CRUZ, CA 95060P: 831.427.4863F: 831.427.4877CITY OF SAN LUIS OBISPO919 PALM STREETSAN LUIS OBISPO, CA 93401P: 805.781-7180SLO CITY FIRE DEPARTMENT2160 SANTA BARBARA AVENUESAN LUIS OBISPO, CA 93401P: 805.781.7380PG&E SERVICE PLANNING DEPT.4325 HIGUERA STREETSAN LUIS OBISPO, CA 93401P: 805.546.5247CITY OF SAN LUIS OBISPOPUBLIC WORKS DEPARTMENT919 PALM STREETSAN LUIS OBISPO, CA. 9340`P: 805.781.7220SPECTRUM CABLE / CHARTER270 BRIDGE STREETSAN LUIS OBISPO, 93401P: 805.544.1962 SERVICECITY OF SLO UTILITY DEPT.879 MORRO STREETSAN LUIS OBISPO, CA 93401P: 805.781.7215COUNTY OF SAN LUIS OBISPOENVIRONMENTAL HEALTH DEPT.2156 SIERRA WAYSAN LUIS OBISPO, CA 93401P: 805.781.5544F: 805.781.4211SOUTHERN CALIF. GAS COMPANYSAN LUIS OBISPO BRANCH OFFICE1314 BROAD STREETSAN LUIS OBISPO, 93401P: 1.800.228.7377 STRUCTURAL ENGINEERFTF ENGINEERING, INC1023 NIPOMO STREET, SUITE 210SAN LUIS OBISPO, CA 93401CONTACT: JILLIAN VAN ENCKEVORTP : 805.544.1216CIVIL ENGINEERWALSH ENGINERRING1108 GARDEN STREET, SUITE 202-204SAN LUIS OBISPO, CA 93401CONTACT: MATTHEW WALSHP: 805.319.4948PROJECT TEAMLAND OWNERKEVIN AND DONNA LEWISPO BOX 1148SAN LUIS OBISPO CA 93406PUBLIC WORKS NOTESA.B.C.D.E.F.G.H.I.J.K.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY OR WITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES, WORK REQUIRING AN ENCROACHEMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE IMPROVEMENTS, STREET TREE PLANTING OR PRUNING CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.CONTACT PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST 48 OUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.A TRAFFIC AND PEDESTRIAN PLAN SHALL BE SUBMITTED TO PUBLIC WORKS DEPARTMENT FOR REVIEW.THE PUBLIC WORKS DEPARTMENT SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THE PUBLIC WORKS DEPT. PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING.ANY PORTION OF DAMAGED OR DISPLACED CURB, GUTTER AND SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS CONSTRUCTION, AND GROUND DISTURBING ACTIVITIES.TEMPORARY EROSION CONTROL MESURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE, TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT OF WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC WORKS DEPT. SHALL COMPLY WITH THE MOST CURRENT EDITION OF ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS DATED MAY 2018.ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANNING PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A FINAL INSPECTION.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION APPROVALS.LANDSCAPE DESIGNERVELLUM INC.3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401P: 805.784.0487SAN LUIS OBISPO, CALIFORNIAENCLAVE -LOT 24A / A4.01SHEET NUMBERGENERAL NOTESA.B.C.D.E.DUST AND EROSION CONTROL SHALL BE IN CONFORMANCE WITH STANDARDS AND REGULATIONS AS REQUIRED BY THE LOCAL JURISDICTIONALL WORK SHALL COMPLY WITH CURRENT CITY AND STATE WATER CONSERVATION REGULATIONSANY WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONSPOTABLE WATER SHALL NOT BE USED FOR MAJOR CONSTRUCTION ACTIVITIES, SUCH AS GRADING AND DUST CONTROL AS REQUIRED UNDER PROHIBITED WATER USES; CHAPTER 17.07.070.C OF THE CITY'S MUNICIPAL CODE. RECYCLED WATER IS AVAILABLE THROUGH THE CITY'S CONSTRUCTION WATER PERMIT PROGRAMTHE PROPOSED UTILITY INFRASTRUCTURE SHALL COMPLY WITH THE LATEST ENGINEERING DESIGN STANDARDS IN EFFECT DURING THE TIME A BUILDING PERMIT IS OBTAINED, AND SHALL HAVE REASONABLE ALIGNMENTS AND CLEARANCES NEEDED FOR MAINTENANCE.ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:2022 CALIFORNIA RESIDENTIAL CODE (CRC)2022 CALIFORNIA PLUMBING CODE (CMC)2022 CALIFORNIA MECHANICAL CODE (CPC)2022 CALIFORNIA ELECTRICAL CODE (CEC)2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA GREEN BUILDING CODE2022 CALIFORNIA FIRE CODE2022 CALIFORNIA REFERENCE STANDARDS CODE 2018 CITY OF SAN LUIS OBISPO ZONING REGULATIONS2022 CITY OF SAN LUIS OBISPO MUNICIPAL CODEAPPLICABLE CODES, REGULATIONS, AND STANDARDSDOOR ID - REFER TO DOOR SCHEDULEWINDOW ID - REFER TO WINDOW SCHEDULED-#W-#ENERGY CONSULTANTTIMOTHY CARSTAIRS, CEA, HERS, GPR CARSTAIRS ENERGY, INC.2238 BAYVIEW HEIGHTS DRIVE, SUITE ELOS OSOS, CALIFORNIA 93402 P: 805.904.9048LANDSCAPE REQUIREMENTSA.B.PROJECT SHALL COMPLY WITH THE WATER-EFFICIENT LANDSCAPE STANDARDS AS DESCRIBED IN CHAPTER 17.87 OF THE SAN LUIS OBISPO MUNICIPAL CODETHE ESTIMATED TOTAL WATER USE CALCULATION (ETWU) SHALL COMPLY WITH THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA)#FINISH CALLOUT#KEYNOTETRASHSAN LUIS GARBAGE4388 OLD SANTA FE RD,SAN LUIS OBISPO, CA 93401P: 805.543.0875DESIGNER / BUILDERVELLUM INC.3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401P: 805.784.0487SOILS ENGINEERGEOSOLUTIONSKRAIG CROZIER220 HIGH STREETSAN LUIS OBISPO, CALIFORNIA 93401P: 805.439.1910SPECIAL INSPECTIONS, REPORTS, PERMITS AND REQUIREMENTSSPECIAL INSPECTIONSA.REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURAL SPECIAL INSPECTIONS SPECIAL REPORTSA.SOILS REPORT # SL11087-1, DATED FEB 26, 2018PREPARED BY GEOSOLUTIONS, INC.220 HIGH STREET, SAN LUIS OBISPO, CA 93401CONTACT KRAIG CROZIER, P.E. AT 805-543-8539 SPECIAL PERMITSA.ENCORACHEMNT PERMIT FOR ANY WORK IN THE PUBLIC RIGHT OF WAY SPECIAL REQUIREMENTSA.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY ALICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCYIN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.B. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVEFINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.BMP TO BE IMPLEMENTEDSTANDARDBMP DESCRIPTIONGOOD HOUSEKEEPING BMPSEQUIPMENT MAINTENANCE13-4.03CMAINTAIN, REPAIR, FUEL, STORAGE LOCATION, INSPECT VEHICLESSTOCKPILE MANAGEMENT13-4.03CCOVER STOCKPILE, PLACE WADDLESSWEEPING13-4.03FSWEEP WORK AREA DAILY AND PRIOR TO RAIN EVENTSSPILL MANAGEMENT13-4.03PLAN AND MATERIALS FOR MITIGATING SPILLS ONSITEWASTE MANAGEMENT BMPSSAW CUT SLURRY13-4.03E(7)VACUUM SLURRY AND CONTAINWASHOUT13-9PLASTIC LINED WASHOUT AREAS FOR CONCRETE AND TOOLSPORTABLE TOILETS13-4.03D(4)PROVIDE AND ENSURE SECONDARY CONTAINMENTSOLID WASTE5-1.31CONTAIN AND REMOVE TRASH FROM SITE DAILYPROJECT INFORMATIONADDRESS 1424 HANSEN LANE, SAN LUIS OBISPO, CA 93401PARCEL NUMBER004-719-024LOT NUMBERLOT 24 OF TRACT MAP 3063-PHASE 3LOT SIZE10,737 SFJURISDICTIONCITY OF SAN LUIS OBISPOZONER-1BUILDING CODE DATA LEGENDOCCUPANCYR-3/UNUMBER OF STORIESTWO STORYCONSTRUCTION TYPEV-B (SPRINKLERED)FIRE SPRINKLERSYES (PROVIDED WITH SEPARATE PERMIT)ROOF RATING CLASSAFLOOR AREA RATION/A (2015 ZONING REGULATIONS)LOT COVERAGE40% MAX., 4,294.8 SF MAX. (36.6% PROPOSED, 3,935 SF)SETBACKSREQUIRED PROVIDEDFRONT YARD HOUSE (NORTH)15'-0" 19'-4"FRONT YARD GARAGE (NORTH)20'-0" 20'-0"REAR YARD (SOUTH) 20-0" VARIES FROM 11'-2" TO 13'-5" TO 21'-4"SIDE YARD (EAST) 5'-0" 5'-1"SIDE YARD (WEST) 5'-0" VARIES FROM 5'-0" TO 39'-3" PARKING REQUIREMENTSREQUIRED PROVIDEDSINGLE FAMILY RESIDENCE 2 COVERED 2 COVERED AT 2 CAR GARAGEHEIGHT LIMIT CALCULATION 25'-0" ABOVE AVG. GRADELOW POINT 277.00'HIGH POINT 288.40'AVG. NATURAL GRADE 282.70'MAX HEIGHT CALC. 282.70' + 25.00' = 307.70.' BUILDING HEIGHT 23.80' ABOVE AVG N.G.TOP OF RIDGE 306.5'306.50' < 307.70' THERFORE OKIMPERVIOUS COVERAGEBUILDING FOOTPRINT3,935.0 SQ.FT. 36.6 %FLATWORK1,642.0SQ.FT. 15.3 %LANDSCAPING/NATURAL AREA5,160.0 SQ.FT. 48.1 %TOTAL 10,737.0 SQ.FT. 100.0 %BUILDING AREA SUMMARY CONDITIONED UNCONDITIONED COVERED PATIO DECKLOWER FLOOR1,369.8 SQ.FT.0 SQ.FT. 0 SQ.FT. 367.3 SQ.FT.UPPER FLOOR2,448.9 SQ.FT. 765.2 SQ.FT. 367.3 SQ.FT. 0 SQ.FT.ROOF DECK 0 SQ.FT. 0 SQ.FT. 0 SQ.FT. 0 SQ.FT.TOTALS3,818.7 SQ.FT. 765.2 SQ.FT. 367.3 SQ.FT. 367.3 SQ.FT.LOW IMPACT DEVELOPMENT STORMWATER REQUIREMENTSTHIS PROJECT CREATES OVER 2,500 SF SQUARE FEET OF IMPERVIOUS SURFACES AND THEREFORE THIS PROJECT IS SUBJECT TO POST CONSTRUCTION STORMWATER REQUIREMENT 1.SITE DESIGN AND RUNOFF REDUCTION MITIGATION MEASURES:1. DIRECT ROOF RUN OFF INTO VEGETATED AREASTORMWATER COMPLIANCE SUMMARYTHE PROJECT IS SUBJECT TO THE FOLLOWING PERFORMANCE REQUIREMENTS (PR) OF REGIONAL WATER QUALITY CONTROL BOARD RESOLUTION R3-2013-0032 “POST CONSTRUCTION STORMWATER MANAGEMENT REQUIREMENTS FOR DEVELOPMENT PROJECTS IN THE CENTRAL COAST REGION”: PR 1 SITE DESIGN/RUNOFF REDUCTION THROUGH USE OF:☒ DIRECT ROOF RUN OFF INTO VEGITATED SWALE AS NOTED ON SHEET(S) C3.0, A1.0STORMWATER CONTROL PLAN BY WALSH ENGINEERING DATED 11/25/2023CITY FIELD VERIFICATION. PRIOR TO FINAL ACCEPTANCE, CONTACT THE CITY FOR FIELD VERIFICATION OF INSTALLED STRUCTURAL CONTROL MEASURES (SCMS) AND/OR OTHER REQUIRED ELEMENTS AS PROPOSED IN THE PROJECT STORMWATER CONTROL PLAN.SPECIAL INSPECTIONSWHERE "CONTINUOUS INSPECTION", "PERIODIC INSPECTION", OR "SPECIAL INSPECTION" ARE REQUIRED ON THE PLANS, THE CONTRACTOR, OWNER, OR HIS AGENT SHALL EMPLOY AN INDEPENDENT, APPROVED TESTING AND INSPECTION AGENCY TO PROVIDE A DEPUTY INSPECTOR ON SITE, SAID DEPUTY INSPECTOR SHALL UNDERSTAND THAT THEY AS SUCH, ARE ACTING AS THE AGENT OF THE ENGINEER AND GOVERNING JURISDICTIONS.CONTINUOUS AND/OR PERIODIC SPECIAL INSPECTION ARE REQUIRED FOR THE FOLLOWING:CONCRETE: REINFORCING, PLACING OF CONCRETE, DURING TAKING OF TEST SPECIMENS, ETC., AS SPECIFIED BY CBC TABLE 1704.4 (EXCEPT NOT REQUIRED FOR FOUNDATION CONCRETE IF F'C DESIGN STRENGTH IS NOT MORE THAN 2500 PSI, AND FOR SITE WORK CONCRETE FULLY SUPPORTED ON EARTH)MASONRY: DURING PREPARATION AND TAKING OF MASONRY TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF MASONRY REINFORCEMENT, INSPECTION OF GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, DURING ALL GROUTING OPERATIONS, ETC., AS SPECIFIED BY CBC TABLE 1704.5.1.EPOXY/ADHESIVE ANCHORS: IN CONCRETE AND MASONRY PER CURRENT "ICC' REPORT.STRUCTURAL WOOD: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC-FORCE-RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS,EXCEPTION: NOT REQUIRED WHERE SHEAR WALL FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER.HIGH STRENGTH BOLTS: INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS.SHOP WELDING: IF NOT PERFORMED IN AN APPROVED FABRICATION SHOP PER CBC SECTION 1704.2.FIELD WELDING: OF LOAD SUPPORTING STEEL MEMBERS. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES, AND WELDER CERTIFICATIONS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING.SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING PHASES OF CONSTRUCTION:ITEM REQUIRED INSPECTORA. SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION YES GEOSOLUTIONSB. STRUCTURAL CONCRETE OVER 2500 PSI NOC. STRUCTURAL MASONRY / RETAINING WALLS NOD. EPOXY / ADHESIVE ANCHORS NOE. STRUCTURAL WOOD YES GEOSOLUTIONSF. HIGH STRENGTH BOLTING NOG. FIELD WELDING NODETACHED SUPPORTING DOCUMENTSSPECIAL REPORTS, FORMS, PERMITS, AND CERTIFICATIONSSPECIAL REPORTSA.GEOTECHNICAL ENGINEERINGGEOSOLUTIONS INC., 220 HIGH STREET, SAN LUIS OBISPO, CA 93401, PHONE 805.543.8539 GEOTECHNICAL UPDATE LETTER # SL13552-1, DATED SEPT. 11, 2023GEOTECHNICAL INVESTIGATION # SL07509-10, DATED JAN. 8, 2019 SPECIAL ENERGY COMPLIANCE FORMSA.FORMS CF-2R AND CF-3R SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FINAL SPECIAL PERMITSA.ENCROACHMENT PERMIT FOR ANY WORK IN THE PUBLIC RIGHT OF WAY SPECIAL CERTIFICATIONS AND VERIFICATIONSA.HERS FEATURES THAT REQUIRE 3RD PARTY FIELD-VERIFICATIONREQUIRED FOR SINGLE FAMILY RESIDENCE AND ACCESSORY DWELLING UNITCOMPLIANCE REQUIRES FIELD-VERIFICATION BY A CERTIFIED HERS RATER AS A CONDITION FORMEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS FOR THIS PROJECTPROVIDED BY: CARSTAIRS ENERGY, 2238 BAYVIEW HEIGHTS DRIVE, SUITE E, LOS OSOS, CA 93402 PHONE: (805) 904-9048 FAX: (805) 620-3774 EMAIL: TITLE24@YAHOO.COM 1. BUILDING-LEVEL VERIFICATIONS:• INDOOR AIR QUALITY VENTILATION (AFTER MECHANICAL INSTALL)• KITCHEN RANGE HOOD (AFTER MECHANICAL INSTALL)2. COOLING SYSTEM VERIFICATIONS:• MINIMUM AIRFLOW (AFTER MECHANICAL INSTALL)• FAN EFFICACY WATTS/CFM (AFTER MECHANICAL INSTALL)3. HVAC DISTRIBUTION SYSTEM VERIFICATIONS:• DUCT LEAKAGE TESTING (AFTER MECHANICAL INSTALL)• VERIFIED HEAT PUMP RATED HEATING CAPACITY (AFTER MECHANICAL INSTALL)• VERIFIED DUCTS LOCATED ENTIRELY IN CONDITIONS SPACE (AFTER MECHANICAL INSTALL)B PAD CERTIFICATION REQUIREDA SOIL OR CIVIL ENGINEER TO DETERMINE GRADING PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED PLANS AND IS SUITABLE TO SUPPORT THE INTENDED STRUCTURERESPONSIBLE PARTY: GENERAL CONTRACTOR, VELLUM INC. AND SOILS ENGINEERSHEET INDEXTITLE SHEETT1.1T1.2 T-24 MANDATORY MEASUREMENTST1.3T1.4GEOTECHNICAL / SOILS REPORT AND RECOMMENDATIONST1.5GEOTECHNICAL / SOILS REPORT AND RECOMMENDATIONSREFLECTED CEILING PLAN - UPPER FLOORFLOOR PLAN - LOWER FLOORA2.1A2.3FLOOR PLAN - UPPER FLOORA2.2EXTERIOR ELEVATIONSREFLECTED CEILING PLAN - LOWER FLOORA2.4A3.2ROOF PLANA2.5EXTERIOR ELEVATIONSA3.1GENERAL NOTESA0.0BUILDING SECTIONSA4.2BUILDING SECTIONSA4.1BUILDING SECTIONSA4.3DOOR AND WINDOW SCHEDULESA6.1POWER AND LIGHTING PLAN - UPPER FLOORA6.2POWER AND LIGHTING PLAN - LOWER FLOORA6.3DETAILSA7.1DETAILSA7.2DETAILSA7.3LANDSCAPE PLANTING PLANL1.0LANDSCAPE IRRIGATION PLANL2.0INTERIOR ELEVATIONSA5.1SITE PLAN + GAS PIPING PLANA1.0CIVIL GENERAL NOTESCIVIL COVER SHEETC1.0C2.0CIVIL GRADING AND DRAINAGE PLANC3.0CIVIL UTILITY PLANC4.0C5.0CIVIL DETAILSCIVIL SITE CROSS SECTIONSC6.0C6.1 CIVIL DETAILSEC1.0 EROSION AND SEDIMENT CONTROL PLANEC2.0 EROSION AND SEDIMENT CONTROL DETAILSRW1.0 RETAINING WALL PLAN AND PROFILELANDSCAPE DETAILSL3.0T1.6T-24 MANDATORY MEASUREMENTS57 SHEETSTOTALMECHANICAL PLAN - MAIN HOUSEM1.0GENERAL NOTES 1S-001LEGENDSS-000CONCRETE DETAILS 1S-300FIRST FLOOR / FOUNDATION PLANS-200CMU WALL DETAILSS-400TJI FRAMING DETAILS 1S-601FOUNDATION DETAILSS-310TJI FRAMING DETAILS 2S-602WOOD SHEAR WALL DETAILSS-610ROOF TRUSS DETAILSS-620ROOF FRAMING PLANS-202SECOND FLOOR FRAMING PLANS-201WOOD FRAMING DETAILS 1S-600TRACT CONDITIONS OF APPROVAL - RES. NO. 10618T1.7TRACT CONDITIONS OF APPROVAL - RES. NO. 10619T1.8TRACT CONDITIONS OF APPROVAL - RES. NO. 10619T1.9CONDITIONS OF APPROVAL - ARCH-0455-2022T1.10T-24 / CAL GREEN REQUIREMENTS / GEOTECHNICAL UPDATE LETTERBUILDING SECTIONSA4.401 STATEMENT OF SPECIAL INSPECTION - ENCLAVE LOT 24 - FTF SIGNED DATE: 02/04/202502 STRUCTURAL CALCULATIONS (FTF ENGINEERING) DATE: 01/28/202503 TRUSS REVIEW LETTER, TRUSS PACKAGE (FTF ENGINEERING/HAYWARD, #416872) DATE: 02/04/202504A T-24 ENERGY COMPLIANCE - CF1RPRF01E (CARSTAIRS) DATE: 02/19/202504B HVAC REPORT, ACCA MANUAL (CARSTAIRS) DATE: 02/19/202505A GEOTECHNICAL PLAN REVIEW #4 (GEOSOLUTIONS, #SL13552-1-Lot 24 Hansen Lane) DATE: 02/12/202505B GEOTECHNICAL REPORT (GEOSOLUTIONS, #SL07509-10) DATE: 01/08/201907 ENCLAVE LOT 24 - ASSESSOR SET PLAN DATE: 02/19/2025OTHER SUPPORTING DOCUMENTSESR-1825ESR-2852IB PVC SINGLE-PLY 60 TECH DATA SHEETIB FIRESHEET TECH DATA SHEETIB DENSDECK TECH DATA SHEETIB UL LISTING TGFU.R15546ROOF METAL MERIDIAN DATA SHEET -MCELROYROOF METAL UL790 FIRE RATING -MCELROYROOF DRAIN SPECSROOF VENT - STANDING SEAM METAL ROOF -OHAGINBATH EXHAUST FAN PANFV-0511VKS2FIREPLACE VECTOR LV74 SPEC SHEETFIREPLACE VECTOR INSTALLATION MANUALELEVATOR SPECS, DETAILS, INSTALL MANUAL (INCLINATOR ELEVETTE) TREE PROTECTION NOTESA.B.C.D.E.F.G.H.PROTECTIVE MEASURES. PRACTICES TO PROTECT TREES SHALL INCLUDE BUT NOT BE LIMITEDTO: INSTALLING ORANGE CONSTRUCTION FENCING AROUND PROTECTED AREAS SHOWNON THESITE PLAN; PROTECTING TREE TRUNKS AND OTHER VEGETATION FROM CONSTRUCTIONEQUIPMENT BY WOOD FENCING OR OTHER BARRIERS OR WRAPPING WITH HEAVY MATERIALS;DISPOSING OF WASTE, PAINTS, SOLVENTS, ETC. OFF-SITE BY APPROVED ENVIRONMENTALSTANDARDS AND BEST PRACTICES; AND USING AND STORING EQUIPMENT CAREFULLY.STOCKPILING OF MATERIALS. MATERIALS, INCLUDING DEBRIS AND DIRT, SHALL NOTBESTOCKPILED WITHIN 15 FEET OF ANY TREE, AND SHALL BE MINIMIZED UNDER TREE DRIPLINES ASREQUIRED BY THE LAND USE PERMIT. STOCKPILED MATERIALS SHALL BE REMOVED FREQUENTLYTHROUGHOUT CONSTRUCTION. ALL STOCKPILED MATERIALS SHALL BE REMOVED BEFORE FINALINSPECTION. STAGING OF MATERIALS AND EQUIPMENT IS LIMITED TO THE PROPERTYLIMITSAND/OR PREVIOUSLY DISTURBED AREAS.CONSTRUCTION PRACTICES. EXCAVATION WORK SHALL BE PLANNED TO AVOID ROOT SYSTEMSOF ALL ON-SITE TREES AND TREES ON ABUTTING PROPERTIES. ANY TRENCHING FOR UTILITIESTHAT MAY OCCUR WITHIN THE DRIPLINE OF TREES ON THE PROJECT SITE SHALL BE HAND DUG TOAVOID THE ROOT SYSTEM OF THE TREE.TRUNK PROTECTION WILL ALSO BE REQUIRED. TRUNK PROTECTION BARRIERS SHALL BECONSTRUCTED WITH 2" X 4" OR 2" X 6" LUMBER PLACED VERTICALLY AGAINST THE TRUNKANDATTACHED WITH WIRE OR PLUMBER'S STRAPPING, MAKING SURE NOT TO SECURE ANY WIRE ORSCREWS INTO OR AROUND THE TREE.TRIMMING REQUIREMENTS: A SKILLED ARBORIST, OR ACCEPTED ARBORIST'S TECHNIQUES, WILLBE USED WHEN REMOVING TREE LIMBS.EVERY EFFORT SHALL BE MADE TO MINIMIZE IMPACTS TO PROTECTED TREE ROOTS. ROOTS 1.5INCHES IN DIAMETER OR GREATER SHOULD NOT BE CUT, DAMAGED, OR OTHERWISE DISTURBED.ROOTS LESS THAN 1.5 INCHES IN DIAMETER CAN BE CUT IF NECESSARY. WHEN CUTTINGROOTS, ASTERILIZED PRUNING SAW, OR LOPPERS SHOULD BE USED TO SEVER THE ROOT CLEANLY.STERILIZATION OF TOOLS WILL BE DONE BY SPRAYING OR POURING A SOLUTION OF ISOPROPYLALCOHOL OR 10% CHLORINE BLEACH SOLUTION ON THEIR CUTTING SURFACES.DIGGING WITHIN THE DRIPLINE OF TREES TO REMAIN SHALL BE OBSERVED BY AN ARBORISTEXPOSED ROOTS SHALL BE OBSERVED BY AN ARBORIST BEFORE REMOVING.SECTION R406.1: FOUNDATION WATERPROOFING & DAMPPROOFINGEXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THATRETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BEDAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152MM)BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALLHAVE NOT LESS THAN 3/8 INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOROF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THEFOLLOWING:1. BITUMINOUS COATING.2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT.3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTMC887.4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2.5. OTHER APPROVED METHODS OR MATERIALS.EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL ISAPPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BEDAMPPROOFED BYAPPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THEWATERPROOFINGMATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL.3'-0"4'-6"6'-0"20'-0"DISTANCE FROM FRONT YARD PROPERTY LINEALLOWED FRONT YARD FENCE HEIGHT DIAGRAMPER CITY OF SLO ZONING REGULATION SECTION 17.70.070ALLOWEDHEIGHTPL10'-0"16'-0"5'-5"16'-0"11'-0"4'-8"SSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWSD WWOPTIONAL TURF2 CAR GARAGESLOPE 2%LOT #24SINGLE FAMILY RESIDENCEUPPER LEVELFS: 289.09'LOT SIZE: -- SF 5'-0 "E AS EM E NT 19'-4"15'-0"HOUSE MIN. SETBACK14'-0"EASEMENT18'-6"GARAGE MIN. SETBACK5'-0"SETBACKSSSSSSSSSSSSSSSSSSSSSSSLOW POINTEQ: 277.00'SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGARDENPATHGARDENPATHGARDENPATHSSSSSSSSSSDDSSSSSDDDDGARDENPATHLOWER LEVELFS: 278.17'HIGH POINTEG: 288.4'2% SLOPEELEV. PITFS:277.33'FS:289.01'FS:288.58'CONCRETE PAVERDRIVEWAY2% SLOPEFS:288.93'2% SLOPEFS:288.93'FS:288.81'FS:288.66'FS:288.09'FS:287.53'FS:286.97'FS:286.88'FS:286.32'FS:285.75'FS:285.75'FS:285.19'FS:284.63'FS:284.07'FS:2 84.00'2% SLOPE(3) 6.75" RISERS(2) 14" TREADS(2) 6.75" RISERS(1) 14" TREADS(3) 6.75" RISERS(2) 14" TREADSTW:286.88'TW:288.66'2% SLOPEFS:278.00'2% SLOPEFS:278.00'2% SLOPEFS:278.00'2% SLOPEFS:278.00'WORKSHOP4'-5"4'-8"3'-11 1/2"2'-8"4'-2 1/2"4'-3 1/2"51/2"19'-6 1/2"8'-5 1/2"SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIRRIGATIONCONTROLERFIRERISERCATVELECTRICJT JT JT JT JT JTWWWWW5'-0"SETBACKGASG GGG G G GDI DIDISDSD 26'-6"2 1 '-4"11'-2"13'-5"39'-3"WMWMTRG=75°05'58''R=28.50'L=37.36'N03°33'40''W 147.3 4 'N88°35'31''W 59.18'=50°33'26''L=36.62'N03°33'40''W 36.71'N68°57'25''E 55.53'N51°28'29''E63.50'2% SLOPESITE PLANScale: 1/8" = 1'-0"SHADED AREA INDICATESREQUESTED EXCEPTION FORSETBACK ENCROACHMENTT0N0IO7P72WWQOQLECOVERED PATIO705850325249443989567922494952404088892AT GARAGE444444444426317349217317676767865635961696436293030236630445DATEISSUEVELLUM DESIGN BUILD3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401VELLUMDESIGNBUILD.COMPHONE 805.784.0487FAX 805.784.0488These drawings are instruments of service and are theproperty of Vellum Design Build, Inc. All designs and otherinformation on the drawings are for use on the specifiedproject and shall not be used otherwise without theexpressed written permission of Vellum Design Build, Inc.©2025 COPYRIGHT NOTICEENCLAVE - LOT 24SAN LUIS OBISPO, CALIFORNIA 934012025.02.20 BLDG. PERMIT SUB 1A2.1SITE PLANFIRE DEPARTMENT REQUIREMENTS:A.B.EXTERIOR CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH R337 OF THECALIFORNIARESIDENTIAL CODE FOR EXPOSURE TO WILDFIRE AND THE RIGHETTI RANCH FIRE PROTECTION PLAN. WOODSIDING AND UNTREATED WOOD EAVES ARE NOT PERMITTED. IN ADDITION TO THE CURRENT WUI VENTINGREQUIREMENTS, AS OF 1/1/2023 ATTIC AND SUBFLOOR VENTS NEED TO RESIST THE INTRUSION OF FLYINGEMBERS, RADIANT HEAT, AND FLAME IMPINGEMENT. PERIMETER FENCES SHALL BE CONCRETEBLOCKASPERTHE FPP.FENCING: FENCING ON PERIMETER PRIVATE LOTS ADJACENT TO RIPARIAN ZONES ANDOR EUCALYPTUS GROVESWHERE THE 100' FUEL MODIFICATION ZONE CANNOT BE ACHIEVED, SHALL BE EIGHT FOOT HIGH SOLID BLOCK ORMASONRY WALLS WITH NO GAPS. FIRE AND BUILDING DEPARTMENT APPROVED FIRE-RATED GLAZING ASSEMBLIESMAY BE INSTALLED FOR VIEW PURPOSES. A 4"X4" WOODEN POST CAN BE USED TO SUPPORTAGATEIFNEEDED.THERE SHALL BE NO WOOD FENCING ON ANY PERIMETER LOT ABUTTING WILDLANDVEGETATION.UTILITY DEPARTMENT REQUIREMENTS:A.DUE TO THE LACK OF FRONTAGE SIDEWALKS, UPON SUBMITTAL OF A BUILDING PERMIT,PLANS FOR LOTS 23, 25,AND 26 SHALL SHOW THE USE OF POTABLE WATER FOR LANDSCAPING IRRIGATION.ALLOWED FRONT YARD PAVING / HARDSCAPEPER ZONING REGULATIONS SECTION 17.17.050, NO MORE THAN 50% OF ANY RESIDENTIALFRONT YARD MAY BE COVERED BY CONCRETE OR OTHER IMPERVIOUS MATERIAL.FRONT YARD SIZE = 2,670 SFALLOWED FRONT YARD PAVING = 1,335 SF (50%)PROPOSED FRONT YARD PAVING INCLUDING SIDEWALK = 1,002 SF (37.5%)PROPOSED FRONT YARD PAVING EXCLUDING SIDEWALK = 467 SF (17.5%)SITE PLAN KEYNOTES1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980818283ADDRESS NUMBERS AT HOUSE: PROVIDE 6" MIN. TALL NUMBERS WITH 1/2" MIN. STROKEWIDTH,OF A CONTRASTING COLOR TO BACKGROUND COLORBUILDING SETBACK ENVELOPECAST IN PLACE CONCRETE OR CMU PILASTER WITH STONE CAPCAST IN PLACE CONCRETE PAD FOR FUTURE AC, TOP OF PAD SHALL BE 6" ABOVE FINISHGRADECAST IN PLACE CONCRETE PATIO / LANDING: SLOPE 2% AWAY FROM STRUCTURE. REFERTOCIVIL PLANS AND GEOTECHNICAL REPORT FOR BASE AND SOILS PREP REQUIREMENTSCAST IN PLACE CONCRETE STAIRS, REFER TO DETAIL 22/A7.3CAST IN PLACE CONCRETE WALKWAY: SLOPE 2% AWAY FROM STRUCTURE. REFER TO CIVILPLANS AND GEOTECHNICAL REPORT FOR BASE AND SOILS PREP REQUIREMENTSCONCRETE PATIO: SLOPE 2% AWAY FROM STRUCTURECONCRETE STEPSDASHED LINE INDICATES PRIVATE UTILITY EASEMENTDASHED LINE INDICATES REQUIRED MIN. BUILDING SETBACKDEPRESSED CONCRETE SLAB: 10" DEPRESSION IN SLAB ON GRADE FOUNDATION FORELEVATOR. REFER TO STRUCTURAL PLANS FOR MORE INFORMATION.DEPRESSED LIP IN CONCRETE SLAB FOR GARAGE DOOR, REFER TO DETAIL 21/A7.2DOWNSPOUT/ROOF DRAIN, CONNECT ALL DRAINS TO SITE DRAINAGE, REFER TO DETAILS33/34/A7.1, THE ROOF PLAN, AND THE CIVIL DRAWINGS FOR SITE DRAINAGE REQUIREMENTSDOWNSPOUT/ROOF DRAIN, WITH SPLASH BLOCK, DIRECT RAINWATER AWAY FROMFOUNDATION TOWARD VEGETATED SWALE. REFER TO THE CIVIL DRAWINGS FOR SITEDRAINAGE REQUIREMENTSDRIVEWAY: PRECAST CONCRETE PAVER DRIVEWAY, REFER TO DETAIL 54/A7.1 AND TO THECIVIL DRAWINGS AND SOILS REPORT FOR BASE AND SOILS PREP REQUIREMENTSEASEMENT: DASHED LINE INDICATES SEWER AND STORM DRAIN EASEMENTEQUIPMENT: AUTOMATIC IRRIGATION CONTROLLERS FOR LANDSCAPING. REFER TOLANDSCAPE PLANS AND CALGREEN MANDATORY MEASURES #2 ON T1.1 FOR ADDITIONALREQUIREMENTSEQUIPMENT: FUTURE HEAT PUMP WATER HEATER, REFER TO FUTURE HEAT PUMP WATERHEATER REQUIREMENTS NOTE BLOCK ON SHEET A2.1 FOR ADDITIONAL REQUIREMENTS.EQUIPMENT: HEAP PUMP CONDENSER, REFER TO MECHANICAL PLAN, T-24 REPORT, AND ACCAMANUAL FOR MORE INFORMATION. PROVIDE DEDICATED 40 AMP 240V SERVICE. ROUGHPLUMBFOR CONDENSATE LINES. SIZE LINES PER SEC. 312.3. OVERFLOW DRAINS FROMAIR-CONDITIONING UNITS SHOULD DISCHARGE TO CONSPICUOUS LOCATIONS. (312.1, 312.3,TABLE 312.3)EQUIPMENT: TANKLESS GAS WATER HEATERWITH DIRECT VENT TO EXTERIOR. INSTALLPERMFR'S SPECIFICATIONS. PROVIDE ON-DEMAND RECIRCULATING PUMP. ALL HOT WATER LINESSHALL BE INSULATED. REFER TO GAS PIPING PLAN ON A1.0 FOR MORE INFORMATIONEQUIPMENT: WATER SOFTENER BY OWNER. PROVIDE WATER LOOP AND DRAIN LINEELEVATOR PIT: FUTURE PROVISIONEV CHARGER INFRASTRUCTURE PART 1: PROVIDE AND INSTALL A LISTED RACEWAY TOACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BELESS THAN TRADE SIZE 1 (NOMINAL 1-INCHINSIDE DIAMETER.) THE RACEWAY SHALLORIGINATEAT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE AT A LISTED CABINET IN CLOSEPROXIMITY TO THE PROPOSED LOCATION OF THE EV CHARGEREV CHARGER INFRASTRUCTURE PART 2: PROVIDE LISTED CABINET WITH CAPACITY TOINSTALLA 40- AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMITINSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICEEXISTING CONCRETE ROLLED CURBEXISTING FIRE HYDRANT APPROXIMATELY 65 FEET TO THE NORTH EAST OF THE PROPERTY.EXISTING STREET LIGHTFENCE: 5'-0" TALL WOOD PRIVACY FENCE WITH STEEL 'T' POSTS EMBEDDED INTO THEFOOTING/ 24" DEEP 10" DIAMETER CONCRETE FILLED HOLES.FENCE AT INTERIOR PROPERTY LINE: WOOD PRIVACY FENCE,WITH GATE REFER TO DETAIL A /SHEET T1.9FENCE AT INTERIOR PROPERTY LINES: 5'-0" TALL WOOD PRIVACY FENCE WITH STEEL'T' POSTSEMBEDDED INTO RETAINING WALL BELOW OR 24" DEEP 10" DIAMETER CONCRETE FILLEDHOLES.FENCE AT PERIMETER PROPERTY LINES: 5'-0" TALL BLACK WROUGHT IRON FENCE EMBEDDEDINTO 18" DEEP 6" DIAMETER CONCRETE FILLED HOLES. FENCE BY MERCHANT METALS,OREQUAL. INSTALL PER MFR. SPECS. ANY PORTION OF THE FENCE IN THE FRONT SETBACK SHALLCOMPLY WITH THE ALLOWED FRONT YARD FENCE HEIGHT REQUIREMENTS SET FORTH IN SLOZONING CODE, SECTION 17.70.070, SEE DIAGRAM THIS SHEET.FENCE AT PERIMETER PROPERTY LINES: WROUGHT IRON FENCE, REFER TO DETAILS E AND FON SHEET T1.10FOUNDATION RETAINING WALL: CMU BLOCK OR CAST IN PLACE CONCRETE WALL WITHMIRADRAIN BOARD AND PERFORATED DRAIN PIPE, REFER DETAILS 32/42/52/A7.1 AND TO THECIVIL AND STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.FOUNDATION: CAST IN PLACE CONCRETE OR CMU STEM WALL FOUNDATION, REFER TOSTRUCTURAL PLANS FOR MORE INFORMATIONFOUNDATION: CAST IN PLACE CONCRETE TURNED DOWN FOOTING, REFER TO STRUCTURALPLANS FOR MORE INFORMATIONFOUNDATION: CONCRETE CURB AT PERIMETER OF GARAGE SLABFOUNDATION: CONCRETE SLAB ON GRADE: REFER TO DETAIL 53/A7.1 AND TO THE STRUCTURALDRAWINGS AND SOILS REPORT FOR BASE AND SOILS PREP REQUIREMENTS.GAPPED CONCRETE PAVERSGARDEN WALL: PORTIONS OF GARDEN WALL IN THE FRONT SETBACK SHALL COMPLY WITHTHEALLOWED FRONT YARD FENCE HEIGHT REQUIREMENTS SET FORT IN SLO ZONING CODE,SECTION 17.70.070, SEEDIAGRAM THIS SHEET.GAS STUB FOR GAS BBQ. REFER TO GAS PIPING PLAN ON A1.0 FOR PIPE SIZE AND LOCATIONS.GAS STUB FOR GAS FIREPLACE. REFER TO GAS PIPING PLAN ON A1.0 FOR PIPE SIZE ANDLOCATIONS.HANDRAIL: PROVIDE HANDRAIL AT EXTERIOR STAIR PER DETAIL 11/A7.3 (NOT USED)LANDSCAPE AREA PER LANDSCAPE PLANS: SLOPE 5% AWAY FROM STRUCTURELANDSCAPE FEATURE: OPTIONAL GAS FIREPIT APPLIANCE BY OWNER. PROVIDE 4 HOURTIMERSWITCH. REFER TO GAS PIPING PLAN ON A1.0 FOR PIPE SIZE AND LOCATIONS.NEW STREET TREE, REFER TO L1.0PHOTOVOLTAIC POWER INVERTER: INSTALL SUBPANEL AND SUFFICIENTLY SIZED CONDUIT TOPHOTOVOLTAIC PANEL INSTALLATION ON ROOF, REFER TO ROOF PLAN AND TO THE SOLARROUGH-IN NOTES ON SHEET A2.5 FOR MORE INFO.PRIVATE SEWER AND STORM DRAIN EASEMENT PER TRACT MAPPROPERTY LINEREFUSE AREAREFUSE AREA: 36" X 96" AREA RESERVED FOR TRASH, RECYCLING AND GREENWASTE BINSRETAINING WALL PER CIVIL DRAWINGSRETAINING WALL: CMU BLOCK OR CAST IN PLACE CONCRETE WALL WITH MIRADRAIN BOARDAND PERFORATED DRAIN PIPE, REFER DETAIL 52/A7.1 AND TO THE CIVIL AND STRUCTURALPLANS FOR ADDITIONAL INFORMATION.RETAINING WALL: CMU BLOCK OR CAST IN PLACE CONCRETE WALL WITH MIRADRAIN BOARDAND PERFORATED DRAIN PIPE, REFER DETAIL 52/A7.1, 31/A7.3 AND TO THE CIVIL ANDSTRUCTURAL PLANS FOR ADDITIONAL INFORMATION. WALLS LOCATED IN THE FRONT YARDSHALL COMPLY WITH THE FENCE HEIGHT REQUIREMENTS, PER SAN LUIS OBISPO ZONINGREGULATION §17.16.050. REFER TO DIAGRAM THIS SHEET FOR MORE INFORMATIONUTILITY: 100 AMP ELECTRICAL SUB PANELUTILITY: 320 AMP ELECTRICAL PANEL AND METER, FIELD VERIFY POINT OF CONNECTIONUTILITY: CATV BOX, FIELD VERIFY POINT OF CONNECTIONUTILITY: CATV SERVICE PANELUTILITY: CATV SERVICE, UNDERGROUNDUTILITY: CATV UNDERGROUND SERVICE FROM UTILITY VAULT TO HOUSE, FIELD VERIFY POINTOF CONNECTIONUTILITY: ELECTRICAL SERVICE, UNDERGROUNDUTILITY: ELECTRICAL UNDERGROUND SERVICE FROM UTILITY VAULT TO HOUSE, FIELD VERIFYPOINTOFCONNECTIONUTILITY: EXISTING JOINT TRENCH WITH ELECTRIC AND CATV SERVICE PER TRACTIMPROVEMENT PLANSUTILITY: EXISTING FIRE HYDRANTUTILITY: EXISTING GAS SERVICE PER TRACT IMPROVEMENT PLANSUTILITY: EXISTING STREET LIGHTUTILITY: FIRE SPRINKLER RISERUTILITY: GAS LINE TO HOUSE, REFER TO GAS PIPING PLAN ON A1.0 FOR PIPE SIZE ANDLOCATIONS.UTILITY: GAS METERUTILITY: GAS SERVICE, UNDERGROUNDUTILITY: GAS STUB FROM TRACT IMPROVEMENTS, FIELD VERIFY LOCATION, PROTECTINPLACEUTILITY: JOINT TRENCH FOR PHONE, CATV, GAS, AND ELECTRICAL SERVICESUTILITY: SANITARY SEWER LINEUTILITY: SEWER LINE TWO-WAY CLEAN-OUT, FIELD VERIFY POINT OF CONNECTIONUTILITY: SEWER PIPE, 4" DIA MIN., FROM HOUSE TO SEWER LATERAL, REFER TO CIVILPLANSFOR MORE INFORMATIONUTILITY: STORM DRAIN, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATIONUTILITY: VAULT, FIELD VERIFY LOCATION, PROTECT IN PLACEUTILITY: WATER METERUTILITY: WATER SERVICE LINEUTILITY: WATER SERVICE: 2" WATER LINE FROM METER TO HOUSE, CONTRACTOR TOCOORDINATE PIPE SIZE WITH FIRE SPRINKLER PLANS, UNDER SEPARATE PERMITUTILITY: WATER SERVICE: EXISTING 1" SINGLE SERVICE LATERAL AND CITY VALVEAT METERBOX PER SAN LUIS OBISPO STANDARD 6210UTILITY: WATER SERVICE: NEW 1" WATER METER PER SAN LUIS OBISPO STANDARD 6210WOOD GATE, 5'-0" TALL x 3'-0" WIDE#MEXISTINGUNDERGROUNDSERVICELINE135410 FT Ø = 0.5"DISTANCE: 88 FT8FTØ=1.25"23FTØ=0.75"22FTØ=1.25"29FTØ=1.0"5FT Ø=1.25"46 FTØ=0.5"3 FTØ = 0.5"4FTØ=0.5"6 FTØ =0.5"25 FT Ø=1.0"8FT Ø =1.0"3FTØ=1.0"3FTØ=0.5"DISTANCE: 53 FTDISTANCE: 100 FT3FTØ=0.5"15 FTØ =1.25"3FTØ=1.0"7FT Ø =1.0"2 FTØ=1.0"621 FT Ø=1.0"DISTANCE: 102 FTDISTANCE: 106 FTSCHEMATIC GAS PIPING DIAGRAM (ISOMETRIC)GAS PIPE SIZING GENERAL NOTES1.2.3.4.A GAS SHUTOFF VALVE IS REQUIRED AT EACH GAS APPLIANCE PER CMC 1312.4A GAS TEST SHALL BE DONE ON ALL NEW GAS PIPING PRIOR TO CONNECTION TO APPLIANCESPER CPC 1213A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE GAS SUPPLY CONTROL VALVE,AS CLOSE TO THE INLET OF THE APPLIANCE AS PRACTICAL AT THE TIME OF APPLIANCEINSTALLATION. SEDIMENT TRAP SHALL BE A 'T' FITTING AND A MINIMUM 3-INCH NIPPLE INLENGTH WITH CAP FOR SEDIMENT TRAPPROVIDE SCHEDULE 40 METALLIC PIPEGASPIPESIZINGCHARTAPPLIANCECUBIC FEET PER HOUR(N.G. 1,100 BTU/CF)DISTANCE TO METER(FT)PIPE SIZE PER CPC TABLE 1215.2(1)#TYPE (LOCATION)BTUMAIN (IN)BRANCH (IN)1CLOTHES DRYER35,00032231.250.502CLOTHES DRYER35,000321000.500.50348" GAS PRO RANGE AND OVEN40,00036531.250.504BBQ GAS STUB75,00068881.000.755GASFIREPLACE40,000361021.000.506GAS FIREPIT40,000361061.001.00TOTAL CF / HRLONGEST RUN241106 G / A4.4G / A4.4H / A4.4H / A4.4C / A4.2C / A4.2D / A4.2D / A4.2B / A4.1B / A4.1A / A4.1A / A4.1F / A4.3F / A4.3E / A4.3E / A4.3D-10D-09D-06D-11D-07WARDROBEWARDROBEBEDROOM 213'-5" X 10'-10"FOYER8'-0" X 3'-9"BATH 25'-0" X 9'-5"BATH 411'-2" X 5'-0"W-06W-07D-03D-02D-01W-03WARDROBEWARDROBEUPSTAIRWELL8'-1" X 12'-7"CLOSETMEDIA18'-9" X 14'-11"HALL4'-0" X 21'-10"SLAB ON GRADE FOUNDATION ABOVEWORKSTATIONTV WALLCOVEREDPATIO28'-2" X 13'-0 1/2"BATH 39'-6" X 11'-3"10'-0"14'-4 1/2"7'-2 1/4"7'-2 1/4"7'-0"3'-0"11'-3 1/2"5'-10 1/2"5'-5"23'-0 1/2"5'-10 1/2"10'-4 1/2"6'-9 1/2"15'-7 1/2"5'-3 3/4"7'-9 3/4"2'-6"10'-2"5'-5 1/2"13'-0 1/2"6'-9"6'-3 1/2"11'-9"15'-7 1/2"2'-11"10'-3"2'-5 1/2"4'-4 1/2"3'-0"4'-4 1/2"24'-4 1/2"2'-2"5'-6"16'-1"11'-3"1'-4"7'-8"16'-1"6 1/2"2'-0"18'-2"4'-1"5'-0"W-04W-054'-3 1/2"3'-8 1/2"5'-5 1/2"3'-5 1/2"DW13'-6 3/4"12'-10 3/4"5 1/2"1'-3 1/2"2'-2"2'-4"W-01NICHENICHENICHENICHE4'-0"W-02D-0551'-8 1/2"1'-0"1'-0 1/4"10'-0"1'-0 1/4"3'-8"5'-3 1/2"7'-7"5'-3 1/2"BEDROOM 411'-2" X 9'-8"BEDROOM 311'-10" X 13'-4"(FUTURE PROVISIONFOR ELEVATOR)D-12D-04D-08D-13LOWER FLOOR PLANScale: 1/4" = 1'-0"18242114351AABBCCFFHHDDEEGG223344556677889911171717131313131313331123262526262525232322192219221921414181833242124215666D A T EI S S U EVELLUM DESIGN BUILD3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401VELLUMDESIGNBUILD.COMPHONE 805.784.0487FAX 805.784.0488These drawings are instruments of service and are the property of Vellum Design Build, Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Vellum Design Build, Inc.© 2025 COPYRIGHT NOTICE ENCLAVE - LOT 24SAN LUIS OBISPO, CALIFORNIA 934012025.02.20 BLDG. PERMIT SUB 1A2.1FLOOR PLAN - LOWER FLOORFLOOR PLAN KEYNOTES1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.AGING IN PLACE REQUIREMENT: 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, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. CRC §R327.1.3AGING IN PLACE REQUIREMENT: AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT FOR GRAB BARS INSTALLED IN ACCORDANCE WITH CRC §R327.1.1, REFER TO THE INTERIOR ELEVATIONS FOR BLOCKING LOCATIONS. REFER TO THE AGING IN PLACE REQ. GENERAL NOTES ON SHEET A0.0CABINETRY: CABINETRY REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATIONCABINETRY: WALL CABINETRY ABOVE, REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATIONDASHED LINE INDICATES SOFFIT OR CHANGE IN CEILING HEIGHT ABOVE. REFER TO REFLECTED CEILING PLANS FOR MORE INFORMATIONDOWNSPOUT: IN-WALL DRAIN LINE FROM ROOF DRAIN, 3" DIAMETER MIN. CONNECT TO SITE DRAINAGE, REFER TO DETAILS 33/34/A7.1EQUIPMENT: FIRE SPRINKLER RISER LOCATIONEQUIPMENT: HEAT PUMP WATER HEATER WITH RECIRCULATING PUMP, REFER TO T-24 REPORT FOR MIN. EFFICINCIEY SPECS AND REQUIRMENTS.. INSTALL PER MFR'S SPECIFICATIONS. ALL HOT WATER LINES SHALL BE INSULATED. PROVIDE A DEDICATED, 125-VOLT, 40-AMP ELECTRICAL RECEPTACLE WITH A 120/240-VOLT 3 CONDUCTOR, 10-AWG COPPER BRANCH CIRCUIT. PROVIDE A CONDENSATE DRAIN TO THE EXTERIOR THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE FINISH GRADE TO ALLOW FOR NATURAL DRAININGEQUIPMENT: IRRIGATION CONTROLLER: REFER TO LANDSCAPE DRAWINGSEQUIPMENT: OPTIONAL WATER SOFTENER/FILTRATION SYSTEM BY OWNER, PROVIDE ROUGH PLUMBING WATER LOOP AND DRAIN LINEEXTERIOR LANDING: PROVIDE A MINIMUM 36 INCH DEEP LANDING OUTSIDE ALL EXTERIOR DOORS. LANDING SHALL SLOPE 2% AWAY FROM THE STRUCTURE. LANDINGS SHALL BE NOT MORE THAN 7-3/4 INCHES LOWER THAN THRESHOLD FOR IN-SWINGING EGRESS DOORS AND NOT MORE THAN 1-1/2 INCHES LOWER THAN THRESHOLD FOR OUT-SWINGING EGRESS DOORS, PER CRC R311.3.1FLOORING: EXPOSED CONCRETE SLAB, PROTECT IN PLACEFLOORING: HARDWOOD, PER GENERAL CONTRACTORFLOORING: TILE, PER GENERAL CONTRACTORFRAMING : SHAMPOO NICHE WITH TILE FINISHHANDRAIL: TOP OF GLASS RAILING TO ACT AS HANDRAIL, REFER TO DETAILS 25/42/A7.1PLUMBING ACCESSORY: 24" BATH TOWEL BAR AT 40" AFF, PROVIDE BLOCKING IN WALLPLUMBING ACCESSORY: 8" HAND TOWEL BAR AT 56" AFF, PROVIDE BLOCKING IN WALLPLUMBING ACCESSORY: TOILET PAPER DISPENSER AT +28" AFF, PROVIDE BLOCKING IN WALL, INSTALL PER MFR SPECS.PLUMBING FIXTURE: KITCHEN / UTILITY FAUCET, 1.8 GPM MAX. AT 60 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: LAVATORY FAUCET, 1.2 GPM MAX. AT 60 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: LOW FLOW DUAL FLUSH TOILET, 0.8 / 1.28 GPF. INSTALL PER MFR SPECS.PLUMBING FIXTURE: PRESSURE BALANCED SHOWER VALVE AND VALVE TRIM, 1.8 GPM MAX. AT 80 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: UNDERMOUNT SINK, INSTALL PER MFR SPECS.SHOWER BENCH WITH TILE FINISHSHOWER WITH FULL HEIGHT TILE SURROUNDSTAIRS: FOR INTERIOR STAIRS REFER TO DETAIL 32/42/A7.3. REFER TO THE STAIR, GUARDRAIL, AND HANDRAIL NOTES ON SHEET A0.0 FOR ADDITIONAL REQUIREMENTSUTILITY: GAS METERUTILITY: PHONE BOX/TV BOX ABOVE, FIELD VERIFY POINT OF CONNECTIONPLUMBING FIXTURE: FREE STANDING BATHTUBISLAND SINK VENT PER CPC §909.0, REFER TO DETAIL 13/A7.3APPLIANCE: OVER RANGE EXHAUST HOOD SHALL BE VENTED TO THE EXTERIOR WITH A MIN OF AN 8" SMOOTH DUCT, OR AS SPECIFIED MY THE MFR. TO COMPLY WITH ASHRAE 62.2. EXHAUST SHALL ALSO PROVIDE A MIN. FLOW RATE OF 70% CAPTURE EFFICIENCY OR 180 CFM, WITH A MAXIMUM SOUND LEVEL OF 3 SONESAPPLIANCE: 48" GAS RANGE, PROVIDE DEDICATED GAS SUPPLY AND GFCI ELECTRICAL SERVICE, SEE A1.0 FOR GAS PIPE DIAGRAM.FRAMELESS TEMPERED GLASS DOORPLUMBING FIXTURE: TUB FILLEREQUIPMENT: EV CHARGER PART 2 - LISTED CABINET WITH CAPACITY FOR A 40- AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE#INSULATION NOTES1. REFER TO T-24 REPORT FOR ADDITIONAL INSULATION REQUIREMENTS2. PROVIDE INSULATION AT ALL INTERIOR WALLSWALL LEGEND2X6 WOOD FRAME CONSTRUCTIONPROVIDE MIN. R-19 INSULATION AT ALL EXTERIOR WALLSPROVIDE WALL BASE PER DETAIL 42/A7.32X4 WOOD FRAME CONSTRUCTION AT INTERIOR WALLS WHERE SHOWNPROVIDE WALL BASE PER DETAIL 42/A7.38" CMU BLOCK OR CAST IN PLACE CONCRETE WALL1 HOUR FIRE RATED 2X6 WOOD FRAME CONSTRUCTIONPROVIDE 1 LAYER OF 5/8" TYPE X GYPSUM WALL BOARD2X8 WOOD FRAME CONSTRUCTIONPROVIDE MIN. R-19 INSULATION AT ALL EXTERIOR WALLSPROVIDE WALL BASE PER DETAIL 42/A7.3GENERAL NOTES: REFER TO SHEET A0.0PLUMBING: REFER TO PLUMBING GENERAL NOTESSTAIRS AND HANDRAILS: REFER TO GENERAL NOTESGYPSUM WALL BOARD: REFER TO GENERAL NOTESCONCRETE SLABS: REFER TO GENERAL NOTESROOF SHEATHING: REFER TO GENERAL NOTES G / A4.4G / A4.4H / A4.4H / A4.4C / A4.2C / A4.2D / A4.2D / A4.2B / A4.1B / A4.1A / A4.1A / A4.1F / A4.3F / A4.3E / A4.3E / A4.3D-21ROOFBELOWW-21W-22D-17G-01W-09W-29W-11W-12W-13D-16W-14W-25W-27YOGA MATTREADMILLW-3020 RISERSDOWNW-23W-18VESSEL TUBBW-06W-19D-25W-28D-24D-19D-15D-20W-20D-18D-14D-22FIRE PITDWW/DOPTIONALLAUNDRYCENTER24" BUILT-INREFRIGERATOR24" BUILT-INFREEZERELECTRICGAS54'-9"12'-2"5'-0 9/16"9'-3 15/16"98'-7"3'-5"4'-11"3'-5"8'-0 1/2"7'-7"6'-9"6'-3 1/2"4'-10 1/2"4'-2 1/2"4'-2 1/2"4'-10 1/2"1'-11"2'-3"75'-6 1/2"2'-11"5'-1 1/2"5'-1 1/2"2'-5 1/2"6'-6 1/4"6'-6 1/4"2'-10 1/2"2'-5"7'-7"2'-5"2'-10 1/2"5'-7 1/2"5'-7 1/2"3'-7"5'-1 3/4"5'-1 3/4"3'-7"4'-5 1/2"6'-6"4'-7 1/2"51'-2"6'-9 1/2"6'-9 1/2"12'-0"12'-0"6'-9 1/2"6'-9 1/2"3'-7"3'-7"3'-7"3'-7"1'-11"9'-9 1/2"6'-9 1/2"2'-7"13'-6 3/4"14'-7 3/4"1'-3 1/2"8'-8 1/2"3'-11 1/2"2'-1"4'-2"2'-8"4'-3"2'-0"2'-6"2'-4"15'-7 1/2"13'-0 1/2"18'-2"11'-3"17'-5 1/2"11'-3 1/2"11'-9"15'-7 1/2"13'-0 1/2"18'-2"11'-3"17'-5 1/2"2'-0 1/2"6 1/2"14'-0"5'-0"5'-6"2'-0"5'-0"6'-2 1/2"GARAGE24'-0" X 21'-1"POWDER6'-8" X 5'-6"STORAGE / GYM12'-8" X 16'-6"LAUNDRY8'-6" X 11'-3"PANTRY8'-6" X 17'-3"ENTRY8'0" X 11'-8"HALL5'-8" X 5'-11" MIRRORFOYER4'-10" X 5'-4"HALL4'-10" X 7'-10"TOILETSHOWERBEDROOM 113'-9" X 15'-2"BATH 113'-5" X 11'-3"CLOSET8'-2" X 15'-2"CAL-KINGBENCHROOFBELOWARCHSTAIROPEN TO BELOWOFFICE12'-8" X 10'-9"WARDROBE/STOARGELOW STORAGEDINING ROOM19'-0" X 12'-7"MECH.COVERDDECK28'-2" X 13'-0"GREATROOM25'-9" X 16'-3"BENCHWATERSOFTENERIRRIGATIONCONTROLERFIRERISERWATERHEATERCATVEVGARAGEOPENERWATERHEATERGRILLOVEN/WARMERSTEMWAREWINE4'-6"OPTIONALCABINETOPTIONALCABINET2 % SLOPE4'-6"4'-10"2'-0"3'-0"4'-0"FIREPLACEKITCHEN24'-0" X 17'-3"DWTRASH24 x 2418 x 24W-242'-0"W-171'-11"9'-4"13'-10 1/2"3'-7"W-15W-164'-0"1'-3"4'-0"4'-5 1/2"4'-0"D-235'-0"SLOPE8 : 12 SLOPE8 : 12 SLOPE8 : 12 W-10NICHE3'-9 1/2"18'-0"21'-1"18 x 24TRASH24 x 24DWW-262 % SLOPEMIRROR2 % SLOPE2 % SLOPE(FUTURE PROVISIONFOR ELEVATOR)EVUPPER FLOOR PLANScale: 1/4" = 1'-0"243338101227271616282979142432333204444203113131313131313131313131455555555552623151722192421181834242125303512122231813321192434AABBCCFFHHDDEEGG2233445566778899112'-3"55336FLOOR PLAN KEYNOTES1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.AGING IN PLACE REQUIREMENT: 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, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. CRC §R327.1.3AGING IN PLACE REQUIREMENT: AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT FOR GRAB BARS INSTALLED IN ACCORDANCE WITH CRC §R327.1.1, REFER TO THE INTERIOR ELEVATIONS FOR BLOCKING LOCATIONS. REFER TO THE AGING IN PLACE REQ. GENERAL NOTES ON SHEET A0.0CABINETRY: CABINETRY REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATIONCABINETRY: WALL CABINETRY ABOVE, REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATIONDASHED LINE INDICATES SOFFIT OR CHANGE IN CEILING HEIGHT ABOVE. REFER TO REFLECTED CEILING PLANS FOR MORE INFORMATIONDOWNSPOUT: IN-WALL DRAIN LINE FROM ROOF DRAIN, 3" DIAMETER MIN. CONNECT TO SITE DRAINAGE, REFER TO DETAILS 33/34/A7.1EQUIPMENT: FIRE SPRINKLER RISER LOCATIONEQUIPMENT: HEAT PUMP WATER HEATER WITH RECIRCULATING PUMP, REFER TO T-24 REPORT FOR MIN. EFFICINCIEY SPECS AND REQUIRMENTS.. INSTALL PER MFR'S SPECIFICATIONS. ALL HOT WATER LINES SHALL BE INSULATED. PROVIDE A DEDICATED, 125-VOLT, 40-AMP ELECTRICAL RECEPTACLE WITH A 120/240-VOLT 3 CONDUCTOR, 10-AWG COPPER BRANCH CIRCUIT. PROVIDE A CONDENSATE DRAIN TO THE EXTERIOR THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE FINISH GRADE TO ALLOW FOR NATURAL DRAININGEQUIPMENT: IRRIGATION CONTROLLER: REFER TO LANDSCAPE DRAWINGSEQUIPMENT: OPTIONAL WATER SOFTENER/FILTRATION SYSTEM BY OWNER, PROVIDE ROUGH PLUMBING WATER LOOP AND DRAIN LINEEXTERIOR LANDING: PROVIDE A MINIMUM 36 INCH DEEP LANDING OUTSIDE ALL EXTERIOR DOORS. LANDING SHALL SLOPE 2% AWAY FROM THE STRUCTURE. LANDINGS SHALL BE NOT MORE THAN 7-3/4 INCHES LOWER THAN THRESHOLD FOR IN-SWINGING EGRESS DOORS AND NOT MORE THAN 1-1/2 INCHES LOWER THAN THRESHOLD FOR OUT-SWINGING EGRESS DOORS, PER CRC R311.3.1FLOORING: EXPOSED CONCRETE SLAB, PROTECT IN PLACEFLOORING: HARDWOOD, PER GENERAL CONTRACTORFLOORING: TILE, PER GENERAL CONTRACTORFRAMING : SHAMPOO NICHE WITH TILE FINISHHANDRAIL: TOP OF GLASS RAILING TO ACT AS HANDRAIL, REFER TO DETAILS 25/42/A7.1PLUMBING ACCESSORY: 24" BATH TOWEL BAR AT 40" AFF, PROVIDE BLOCKING IN WALLPLUMBING ACCESSORY: 8" HAND TOWEL BAR AT 56" AFF, PROVIDE BLOCKING IN WALLPLUMBING ACCESSORY: TOILET PAPER DISPENSER AT +28" AFF, PROVIDE BLOCKING IN WALL, INSTALL PER MFR SPECS.PLUMBING FIXTURE: KITCHEN / UTILITY FAUCET, 1.8 GPM MAX. AT 60 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: LAVATORY FAUCET, 1.2 GPM MAX. AT 60 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: LOW FLOW DUAL FLUSH TOILET, 0.8 / 1.28 GPF. INSTALL PER MFR SPECS.PLUMBING FIXTURE: PRESSURE BALANCED SHOWER VALVE AND VALVE TRIM, 1.8 GPM MAX. AT 80 PSI. INSTALL PER MFR SPECS.PLUMBING FIXTURE: UNDERMOUNT SINK, INSTALL PER MFR SPECS.SHOWER BENCH WITH TILE FINISHSHOWER WITH FULL HEIGHT TILE SURROUNDSTAIRS: FOR INTERIOR STAIRS REFER TO DETAIL 32/42/A7.3. REFER TO THE STAIR, GUARDRAIL, AND HANDRAIL NOTES ON SHEET A0.0 FOR ADDITIONAL REQUIREMENTSUTILITY: GAS METERUTILITY: PHONE BOX/TV BOX ABOVE, FIELD VERIFY POINT OF CONNECTIONPLUMBING FIXTURE: FREE STANDING BATHTUBISLAND SINK VENT PER CPC §909.0, REFER TO DETAIL 13/A7.3APPLIANCE: OVER RANGE EXHAUST HOOD SHALL BE VENTED TO THE EXTERIOR WITH A MIN OF AN 8" SMOOTH DUCT, OR AS SPECIFIED MY THE MFR. TO COMPLY WITH ASHRAE 62.2. EXHAUST SHALL ALSO PROVIDE A MIN. FLOW RATE OF 70% CAPTURE EFFICIENCY OR 180 CFM, WITH A MAXIMUM SOUND LEVEL OF 3 SONESAPPLIANCE: 48" GAS RANGE, PROVIDE DEDICATED GAS SUPPLY AND GFCI ELECTRICAL SERVICE, SEE A1.0 FOR GAS PIPE DIAGRAM.FRAMELESS TEMPERED GLASS DOORPLUMBING FIXTURE: TUB FILLEREQUIPMENT: EV CHARGER PART 2 - LISTED CABINET WITH CAPACITY FOR A 40- AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE#D A T EI S S U EVELLUM DESIGN BUILD3590 BROAD STREET, SUITE 130SAN LUIS OBISPO, CALIFORNIA 93401VELLUMDESIGNBUILD.COMPHONE 805.784.0487FAX 805.784.0488These drawings are instruments of service and are the property of Vellum Design Build, Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Vellum Design Build, Inc.© 2025 COPYRIGHT NOTICE ENCLAVE - LOT 24SAN LUIS OBISPO, CALIFORNIA 934012025.02.20 BLDG. PERMIT SUB 1A2.2FLOOR PLANUPPER FLOORINSULATION NOTES1. REFER TO T-24 REPORT FOR ADDITIONAL INSULATION REQUIREMENTS2. PROVIDE INSULATION AT ALL INTERIOR WALLSWALL LEGEND2X6 WOOD FRAME CONSTRUCTIONPROVIDE MIN. R-19 INSULATION AT ALL EXTERIOR WALLSPROVIDE WALL BASE PER DETAIL 42/A7.32X4 WOOD FRAME CONSTRUCTION AT INTERIOR WALLS WHERE SHOWNPROVIDE WALL BASE PER DETAIL 42/A7.38" CMU BLOCK OR CAST IN PLACE CONCRETE WALL1 HOUR FIRE RATED 2X6 WOOD FRAME CONSTRUCTIONPROVIDE 1 LAYER OF 5/8" TYPE X GYPSUM WALL BOARD2X8 WOOD FRAME CONSTRUCTIONPROVIDE MIN. R-19 INSULATION AT ALL EXTERIOR WALLSPROVIDE WALL BASE PER DETAIL 42/A7.3GENERAL NOTES: REFER TO SHEET A0.0PLUMBING: REFER TO PLUMBING GENERAL NOTESSTAIRS AND HANDRAILS: REFER TO GENERAL NOTESGYPSUM WALL BOARD: REFER TO GENERAL NOTESCONCRETE SLABS: REFER TO GENERAL NOTESROOF SHEATHING: REFER TO GENERAL NOTES