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HomeMy WebLinkAboutCDP 2021-0019; WASHINGTON ADU; Administrative DeterminationABBREVIATIONS A AB Anchor Bolts ID AFF Above Finish Floor INSUL ALT Alternate INT ALUM Aluminum IN ANOD Anodized JAN ARCH Architect JST AT Accoustic Tile J JT BD Board KO BFC Below Finished Ceiling LAM BLDG Building K LAV BLK Block LH B BOT Bottom LL B1WN Between L LWC BUR Built-up-proof MAS CB Concrete Block MATL C CHAN Channel M MAX Cl Cast Iron MECH CLG Ceiling MFGR CMP Corrugated Metal Pipe MH CMU Concrete Masonry Unit MIN COL Column MISC CONC Concrete MO Inside Diameter I s SAC Insulation SAT Interior SB Invert T SC Janitor S CONG Joist SD Joint SECT Knockout SIM Laminate SND Lavatory SN DPL Left Hand SPECS Live Load ss Light Weight Concrete S/S Masonry STD Material STL Maximum STRUC Mechanical V SUSP Manufacturer T Manhole T&G Minimum TEL Miscelaneous TEMP Masonry Opening TD TJ Suspended Acoustic Ceiling Suspended Acoustic Tile Splash Block Solid Core Sealed Concrete Storm Drain Section Similar Sanitary Napkin Dispenser Sanitary Napkin Disposal Specification Stainless Steel Service Sink Standard Steel Stn..icture Suspended Tread Tongue and Grove Telephone Tempered Trash Disposal Tooled Joint WASHINGTON NEW ADU 1738 ORIOLE CT, CARLSBAD CA APN. 2159211700 CONST Construction MTL Metal w CONT Continuous N North TLT Toilet ~ CONTR Contractor NIC Not in Contract TOG Top of Concrete CPT/C Carpet NOM Nominal TOM Top of Masonry CT Ceramic Tile NONCOM Non~Cambustible TOS Top of Steel D DBL Double NTS Not to Scale TOW Top of Wall DET Detail N oc On Center TRANS Transformer DIM Dimension OD Overilow Drain TYP Typical ON Down OH Opposite Hand VT Vinyl Tile DR Door OPNG Opening VB Vapor Barrier DWG Drawing OPP Opposite VERT Vertica'l E Existing 0 OVHD Overhead VIF Verify In Field E EA Each PART Partition vwc Vinyl Wall Covering EJ Expansion Joint PARTBD Particle Board WI With EL Elevation PC Pre Cast Concrete W/0 Without ELEC Electrical PIP Poured in Place WC Water Closet EQ Equal PL Plate WD Wood EQUIP Equipment p PLAM Plastic Laminate WIG Walk~ln Closet EXP Expansion PLYWD Plywood WF Wall Fabric EXT Exterior PL Pane I WP Waterproof FD Floor Drain PR Pair WDW Window F FDN Foundation PSF Pounds per Square Foot WWF Welded Wire Fabric FIN Finish PSI Pounds per Square Inch FLR Floor PT Post Tensioned FLUOR Fluorescent QT Quarry Tile FP Fireproof !R Riser or Radius FRP Fiberglass Rein. Plastic RA Return Air FURR Furring RB Rubber Base RD Roof Drain G GA Gauge Q GAL Galvanized RE Refer/Reference GYP BO Gypsum Board REFL Reflective or Reflected H GC General Contractor R REINF Reinforcing GI Galvanized Iron REQ'D Required GL Glass RET Retaining GR Grade REV Revise, Revised GMMU Glass Mesh Mortar Unit RF Rised Floor HDCP Handicaped RM Room HDWR Hardware RO Rough Opening HORIZ Horizontal ROW Right of Way HR Hour RT DPL Recessed Trash Disposal HT Height RTOWD Recessed Towel Dispenser HVAC Heating. Vent. Air Cond. HWH Hot Water Heater GENERAL INFORMATION DEFERRED SUBMITTALS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1. ROOF TRUSSES 2.AUTOMATIC FIRE SPRINKLER 3.ELECTRICAL SERVICE PANEL BOARD DESIGN 3.GAS WATER HEATER DESIGN SCOPE OF WORK THE SCOPE OF WORK COVERED ON THIS PERMIT SHALL BE FOR THE PROPOSED PROJECT AS DESCRIBED: NEW ADU IN THE BACKYARD OF AN EXISTING SINGLE FAMILY RESIDENCE. DETACHED "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who sha ll review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building . The deferred submitta l items shall NOT be installed until their design and submittal documents have been approved by the building official." SPEC IAL IN SPECTION SPECIAL INSPECTION PROGRAM SEE STRUCTURAL FOR SPECIAL INSPECTIONS ADDRESS OR LEGAL DESCRIPTION: _____________________________ _ PLAN CHECK NUMBER: ___________________________________ _ OWNERSNAME:-~====~--~--~-------------==---------- 1 AS THE OWNER OR AGENT OF THE OWNER (CONTRACTORS MAY NOT EMPLYTHE SPECIAL INSPECTOR), CERTIFY THAT I, OR THE ARCHITECT/ ENGINEER OF RECORD, WILL BE RESPONSIBLE FOR EMPLOYING THE SPECIAL INSPECTOR(S) AS REQUIRED BY THE BUILDING CODES FOR THE CONSTRUCTION PROJECT LOCATED AT THE SITE ADDRESS ABOVE. SIGNED _______________ _ I AS THE ENGINEER AND/OR ARCHITECT OF RECORD, CERTIFY THAT I HAVE PREPARED THE FOLLOWING SPECIAL INSPECTION PROGRAM AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT LOCATED AT THE SITE ADDRESS ABOVE. SIGNED _______________ _ 1, LIST OF WORK REQUIRING SPECIAL INSPECTION [ ] SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION [ ] CONCRETE CONSTRUCTION [ ] PRESTRESSED CONCRETE [ ] DESIGNER SPECIFIED [ ] FIELD WELDING [] HIGH STRENGTH BOLTING [ ] EXPANSION / EPOXY ANCHORS [ ] SPRAYED·ON FIREPROOFING [ ] MASONRY cONSTRUCTION [] OTHER 2. NAME(S] OF INDIVIDUAL(S) OR FIRMS RESPONSIBLE A .. _----------------B. _______________ _ c. _______________ _ D. ______________ _ 3. WORK REQUIRING SPECIAL INSPECTION A. ______________ _ B. _______________ _ c. _______________ _ FOR THE INSPECTIONS LISTED ABOVE D.==-,,.,===-=-==c:--======~· SPECIAL INSPECTORS SHALL CHECK IN wrrH THE GOVERNING AGENCY AND PRESENT THEIR CREDENTIALS PRIOR TO BEGINNING WORK ON THE JOB SITE Au\hor 3/25/2021 11:28:00 AM ! ARCHITECTURAL SYMBOLS I KEYNOTE§ [3--/4 ~~ \.. < REVISION CLOUD (__ J WITH NUMBERED ~ TRIANGLE - I ELEVATIONS I Room name -ROOM NAME I 101 -'---ROOM NUMBER ,,,--.___ (A 3 01 \;........--ELEVATION NUMBER ~x· 150 SF --ROOM AREA NUMBER OF ELEV. ON~' ... _ ELEVATION TARGET SHEET ~ CONTROL POINT I REFERENCE DETAIL -----PROPERTY LINE ;1 ~---DETAILMARK -----CENTERLINE '----~ (0 SIM DETAIL NUMBER -I------;f DIMENSION ~-DETAIL SHEET I SECTIONS ! ----SECTI ON NUMBER DOOR TAG WINDOW TAG -~~--SECTION SHE ET ~ FINISH ELEVATION MATERIAL SYMBOLS CJ . . ~! ~ CONCRETE GROUT/MORTER PLASTER/STUCCO MARBLE/SLATE STEEUMETAL FINISH WOOD CEILING TILE ~ GLASS f=FfT1 ~ WOOD/CONTI NOUS/ROUGH BLOCKING WOOD BLOCKING PLAYWOOD (LARGE SCALE AND SMALL SCALE) GYPSUM BOARD BATT INSULATION RIGID INSULATION r-: .. ·? ·. ··7 i··: ·. · :: j CUT STONE I I I l l.._ . PROJECT DATA PROJECT ADDRESS: 1738 ORIOLE CT, CARLSBAD CA LEGAL DESCRIPTION: LOT 58 TR 13839 ASSESSOR PARCEL: 215 921 1700 LOT SIZE: GROSS LOT SIZE= 10,917 SF / 0.2506 ACRES GENERAL PLAN : ZONING DATA: 1 FAMILY RESIDENCE R-1 BUILDING/ AREA CALCULATION: (E) LIVING AREA: 2,409 SF (N) ADU: 744 SF TOTAL 3,153 SF MAX LOT COVERAGE 40% OF 10,917 SF = 4366.8 SF PROPSED LOT COVERAGE= 3,153110,917 SF = 0.288= 28.8% < 40% HEIGHT: 30' FOR ROOF SLOPE GREATER THAN 3:12 AND 24' FOR ROOF SLOPE LESS THAN 3:12 FOR ADU DETACHED 16' HT, 1 FLOOR PARKING: 2 EXISTIN G 20 FT SETBACK FRONT = SIDE= REAR= 10% OF WIDTH 2X SIDE SETBACK CONSTRUCTION TYPE/CLASSIFICATION: TYPE V-N: DWELLING SPRINKLERED: YES □ NO i2',1 GOVERNING CODES: THIS PROJECT SHALL COMPLY WITH THE FOLLOWING MODEL CODES ADOPTED BY THE CITY OF CARLSBAD: ·2019 CBC (California Building Code) •2□19 CMG (California Mechanical Code) ·2019 CPC (California Plumbing Code) ·2019 CFC (California Fire Code) -2019 CEC (California Electrical Code) -2019 California Energy Code -2019 CRC (California Residential Code) •2019 CGBSC (California Green Building Standards Code) -2019 CAC (California Administrative Code) -2019 California Referenced Standards Code -Ti tle 19 C.C.R. Public Safety, Sate Fire Marshall Regulations .. SHEET NUMBER T1.0 A0.0 A1 .0 A2.0 SHEET INDEX Copy 1 SHEET NAME l TITLE SHEET / SITE PLAN SITE PLAN AND PROJECT INFORMATION IADU FLOOR PLAN I ELEVATIONS AND SECTIONS CITY OF CARLSBAD Administrative Permit Case No. C. t, F' 2.oZ.J -001 "\ Exibit No. -A -1> Date '8 J u \.., , .2DZ( . :::, ' VICINITY MAP ! I j ·' l . , I """""~ PROJECT I ' LOCATION ' \. ~·· ,,_ ./ ,;, I ..,_ \ •,/-...._ ... .... ' _.r' • --........: ; ' [ \ ' --\ v ,• ~ 'i. t :t..---- /' ,,,. ' -I , •. ·••' I • ! ' ' 0 0.,.flaocod!.tm'fA Y itoo1Qtn:;1r,,;c1or n ... PROJECT PERSONNEL OWNER: ALVIN WASHINGTON AW DEVELOPMENT & DESIGN LLC P.0 BOX 1212 CARLSBAD ,CA 92018 EMAIL: runtafinancial@msn.com ARCHITECT: DIEGO LASTRES PH. 760 7012570 STRUCTURAL ENGINEER: QUALLS ENGINEERING PH. 7606529257 SOILS ENGINEER: NIA GENERAL CONTRACTOR: OWNER-BUILDER CIVIL ENGINEER: N/A LANDSCAPE ARCHITECT: N/A SURVEYOR: N/A 2021-MARCH MINOR CDP LICENSE: • Submittals: Date Description 03-12-2021 SUBMITTAL #1 Revisions: No. Issue I PROJECT/ CLIENT: <( 0 C <( al u, ::, ...J ~ C <( 0 <( "" ~ ;: 0 w w ...J z 0 -~ 0 00 M ..,._ ""'" R"""r,r::"JcD APR 2 0 2021 c1-y ':>F CAKLSBAD P' , "'J':::'.)IVIS,2', APN: 215-921 -1700 Project No.: Project Number Date TITLE SHEET / SITE PLAN T1 .0 (E) DRAINAGE (E) DRAINAGE >- 1- 0:: w 0. 0 0:: 0. --, 0 <( (E) DRAINAGE Author 1 312512021 11 :27:47 AM POINSETTIA LN PROPERTY LINE 67.88 ORIOLE CT SITE PLAN 1/8" = 1 '-0" I j I I (N) DRAINAGE TO ATTACHE TO EXISTING NORTH >- 1- 0:: w 0. 0 0:: CL --, 0 < 2 r i I I I I ; I ' ! I I I l I. I l l I l i I (E) HARDSCAPE / (E) SINGLE FAMILY RESIDENCE--~~ ' ./ I r(E) LANDSCAPE L----~--.-..... --- SITE PLAN EXISITNG AND DEMO 1/16" = 1'-0" T-24 COMPLIANCE SUMMARY: w a. g 0 er: <( I w TITLE 24 COMPLL'\...'ICE REQUIREMENTS SOMM.'U<l' 1738 Oriole ADU Ceiling InsuJ.ati-on ,= R-30-.!tin. at:: attic & 2 x 10 c~t:hed:al Rad.iant: Barri..e:: -Yes at at:'t.ic r.oo:.f o.'"lly. Roo;fin.g-Metal -NO C.:iol Rt,~£ .&eg' d Wall Insulation "" R-2X m,in. 2 x 6 walls. Floor Insulation ;; N/A Thermal Mass Areas == Exposea' Flooring QII -tiO ! j I I I SOLA..~ -YES 1.48 kWdc ~s t:be min PV .reg:.1ired t:o meet t:he standard design. Glazing = .All ..new windows & ®ors .are dual glazing. All glass is Low E. Glazing sl:-.all be installed vith a NFRC cer~i£ying label attached showing O'value. Solar Heat Ga.in Co-effic.ient .c 0.25 1,d.n.dow.s, doors Ufactor -0.32 windows,, doors Ot.-n:er to purchase windows & doors w/ speciried Uvalues & SHGC;s OT better. *Hot Water Heater = New tankless NORITZ #NR662-0D-NG or eq, u.,;:iform Energy Factor is O.S1 min~ 140,000 Btu input. I.AQ FAN -36 c:fm & G.25 cfm. power. Verify w/ Mech .. (continuous vsnti.la:t.ion per P..SHAAE 62.2 is req'd for IAQ.)W"--RS VERIFIED Nore IAQ £an on plan w/ timer switch with a manual off & sound .r.at:inq 1 sone. HSP.F -S.2 (nswmi.ll:.isp.lit:} SEER -14. 0 min NO HERS REQUIRED- D'..:tct Insulat.i<>n ""' No ducts Duct {HERS) 5% Leakage Test -122, *Heater S.izi.ng Total l>..DU *A/C Siz:.i.ng Total ADU Sensible heat .load= 10,741 Beu New POJI'l'SU #AOU15RLXF2 -1.8, 000 Btu o~ eq-, Sensible cooling 1¢.:d -6,636 Btu -1.5 tans WH.OLE HOOSE ATTIC COOLING FAN -N/R £or con;plia.nce *~hese load calculations, sizing, equipment a:e fox Title 24 purposes & sho~ld be verified ffil'AC by a Mechanical Enginee~/Con~ractor. Owne: may install anv ¥-«f,,ke & Model HVAC equipment that 1s equal or grea~er tha.."'t the m.inimu.-n e:fficienci.es listed above. All equipment is l.iste-d "or eq" ALL :r...:GHTING TO BE HIGH EFFICA~ -SEE ME'lR FOR SWITCF..ING & NOTES. LOC..U EXHAUST FAN RATES BATK = SO CFM, KITCHEN = 100 CFM. HE3S V:ERIFIE:'I *" SCNE a:A.TING = 1 FOO CON'l'.INUOUS FAN A.."ID 3 FOR INTERMITTENT FAN. GENERAL STORMWATER REQUIREMENTS: DURING CONSTRUCTION, INCLUDING DEMOLITION ACTIVITIES, THE APPLICANT MUST IMPLEMENT EFFECTIVE EROSION CONTROL. SEDIMENT CONTROL, AND WATER POLLUTION PREVENTION BEST MANAGEMENT PRACTICES (BMPS) IN ACCORDANCE WITH THE CITY OF CORONADO'S MUNICIPAL CODE TITLE 61 "STORMWATER AND URBAN RUN-OFF MANAGEMENT AND DISCHARGE CONTROL" AND THE MUNICIPAL STORM WATER PERMIT (NPDES PERMIT NO 2007-0001) ISSUED BY THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD TO PREVENT THE DISCHARGE OF SEDIMENT AND CONTAMINANTS INTO THE STORM DRAIN SYSTEM AND RECEIVING WATERS. THE TYPES AND NUMBER OF BMPS IMPLEMENTED ON THE CONSTRUCTION SITE MUST BE APPROPRIATE FOR THE PHASE OF CONSTRUCTION (E.G ,GRUBBING, DEMOLITION, CONCRETE WORK) AND EFFECTIVE AT CONTROLLING POLLUTANTS. BMPS MUST BE REPIACED. UPGRADED AND MAINTAINED INCLUDING REPAIRS AS OFTEN AS NEEDED TO MAINTAIN THEIR EFFECTIVENESS. PROJECT OWNERS AND/OR CONTRACTORS SHALL HAVE ADDITIONAL BMP MATERIALS ON-HAND, AT THE PROJECT SITE TO CONDUCT TIMELY REPAIRS OR ADDITIONS TO MAINTAIN EFFECTIVENESS. PERIODIC INSPECTION OF BMPS SHALL BE CONDUCTED BY THE PROJECT OWNER AND/OR CONTRACTOR TO VERIFY BMP EFFECTIVENESS. BMPS SHALL BE INSPECTED, REPAIRED, AND/OR AUGMENTED. AS NEEDED, 24 HOURS PRIOR TO A FORECAST RAIN EVENT OF 1110TH OF AN INCH OR GREATER WITH A 50% PROBABILITY. STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT; CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001 01 NPDES NO. CAS010875 (HTTP://WWW.SWRCB.CAGOV/RWQC89/PROGRAMS/SD_STORMWATERHTML) AND THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE (HTTP://CLERKDOCS.SANNETGOV/RIGHTSITE/GETCONTENT/LOCAL PDF NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPs 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON SITE. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. 5 ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT HERS NOTES: l. PROPERLY CO:V!PLETEl> Al',:!) ELECTRONICALLY SIGNEll CERT!flCA 1'E OE INSTA[.LA TION lCF2R FOR:l-tS) SHALL RE POSTED WEATHER PROTECTED WITHIN llUILDIN"G FOR REv1EW BY INSPECTORS -EES 10-103(aj3. 10-JO~(b)L\ -lf\' THE INSTALLING CONTRACTOR AND SUllMl'l'l'ED 1'0 THE FIELD INSPECTOR DURING CONSTRUCTION AT THE SIT!;. FOR PROJECTS REQUIRING HERS VERIFICATION. THE CT2R FORMS SUALL HE IU\GIS'fERED WITH A CALffORKIA APPROVEll TIERS PR0\'1DER DATA REG!Sl:RY WITH ITS OWl'i UNIQUE 21 DIGIT REGISTRATION NUl\lllER LOCATED ATTHEBOTTOMOFEACHPAGE, THE FJRST 12 DIGITS WILL 2\IATCH THE REGJST:tATlON NlJ~IBER ASSOCJATl-:0 WITH THE CFIR FORM. CERTIFICATE OF OCCTJPAKCY WILL NOT llE ISSl'Ell UNTIL THE CF2R !'ORMS ARE REVIEWED AND APPROVED. 2. PROPERLY COMPLETED & ELECTRONICALLY SIGNED Al'<l) REGISTERED CERTIFICATE(S) OF l'IEU> VEJUF!CA TJON ANDDL\GKOSTIC TESTING (CF3RJ SHALL BE POSTED WEATHER PROTECTED WITHIN THE BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WIT.I. HA VE A UNIQUE 25 DIGIT REGISTRA.T!ON KUMBER LOCATED AT THE BOTTOM OF EACH PAGE, THE FIRST 20 DIGITS OF THE NUMBER WILL MATCH THE REGISTRA 110N NUMBER ASSOCIATFJl WITH THE CF2R. CERTIFICATE OF OCCUPANCY WILL NOT llE JSSUED UYf!L THE CF3R L~ REVIEWED AND APPROVED. EES 10-103(a)3, 10-103(bll.A. 3. CFI.R REG!STRA TION FOR:'l!S ARE LOCATED ON TRE PLANS. IF REG!STRATJON IS REQUffiEll, A WATER-MARK AND REGISTRA T!ON NU,IBER WILL llE VISIBLE. 4 HERS TESTS REQIJlRED FOR THIS PROJECT ;~RE: KITCHEN RA"<GE l:100D CFol VERlFICA110NillH► Cl':l,I & <= 3 sones) lAQ MECHANICAL VE1'<11LA TION 5 FOR IAQ FA"< -36 CFM IS REQliIRED FOR A CO:\TINUOUSL Y OPERA TING EXHAUST TAN, !'BOVU>E A TIMER SWITCH WITH A MNANTAI, (}fl', AND A S0\J"<ll RATING OF l SONE (3 SONES :l,LA.'\'. FOR A"< IYrER.,!TilANT FAN). THIS FAN IS TO PROVIDE WHOLE BUI.DING INDOOR AJR QliALffY VENTH .A TION WITH OUTOOOR AIR. IN COMPLIANCE WITH ASHRAE STAND.\RD 62.2 AS ADOPTED BV THE CALffORNL\ ENERGY COM;\,HSSION. 6. A l .48 kW de SOLAR SYSTEM rs REQFIBED TO MEET THE l\llN!.vH'M .STANDARD llESIGN FOR nus PROJECT 7. SPECIAL FEATURES: Exp(ise-d Slab Flooring, and radiant. barrier at attic n)Of. Downspout·· Splash rocks Gro,.ving medi.um -'.i· __ ::' -----. ------------------------------- '--- i @Roof Runoff Downspout (SD-6) SITE DESIGN BMP LEGEND MAINTAIN NATURAL DRAINAGE PATTERNS AND HYDROLOGIC FEATURES CONSERVATION OF NATURAL DRAINAGES, WELL DRAINED SOILS AND SIGNIFICANT VEGETATION MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AREA DISPERSION RUNOFF COLLECTION SEE DETAIL A LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES HARVESTING AND USING PRECIPITATION SITE DESIGN AND LANDSCAPE PLANNING IMPLAMENTATION OF EFFICIENT IRRIGATION SYSTEM SOURCE CONTROL REQUIREMENTS I SC-1 I SC-2 I SC-3 I SC-4 I SC-5 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 STORM DRAIN STENCILING OR SIGNAGE PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL MATERIALS & WASTE MANAGEMENT BMPs: ... _ ..................... ~-------·--•---·-·--· I WM-1 MATERIAL DELIVERY & STORAGE I WM-2 MATERIAL USE I WM-3 STOCKPILE MANAGEMENT I WM-4 SPILL PREVENTION & CONTROL I WM-57 SOLID WASTE MANAGEMENT I WM-8 I CONCRETE WASTE MANAGEMENT I WM-9 I SANITARY WASTE MANAGEMENT I WM-10 I LIQUID WASTE MANAGEMENT I WE-1 I WIND EROSION CONTROL I TC-1 I STABILIZED CONSTRUCTION ENTRY-EXIT I EC-1 I SCHEDULING I EC-2 I PRESERVATION OF EXISTING VEGITATION I SE-7 I STREET SWEEPING & VACUUMING I SE-9 I STORM DRAIN INLET PROTECTION I NS-1 I WATER CONSERVATION PRACTICES I NS-6 I ILLEGAL CONNECTION/ DISCHARGE ; NS-7 I SCHEDULING I NS-8 I PRESERVATION OF EXISTING VEGITATION NS-9 ! STREET SWEEPING & VACUUMING NS-10 , STORM DRAIN INLET PROTECTION NS-12 WATER CONSERVATION PRACTICES NS-13 CONCRETE FINISHING SEDIMENT CONTROL SE-1 SE-5 SE-6 SD-20 SD-32 B a SLIT FENCE FIBER ROLLS GRAVEL BAGS -FR--~IR- PERVIOUS PAVEMENT PROPER DESIGN OF TRASH STORAGE AREAS DIRECTION OF LOT DRAINAGE > 2021-MARCH MINOR CDP LICENSE Submittals: Date Description 03-12-2021 SUBMITTAL #1 Revisions: No. Issue Date PROJECT/ CLIENT: <C 0 C <C aJ en ::, ...J c::: C <C <( 0 ... I-~ 0 w w ...J z 0 -c::: 0 00 M ...... ~ APN: 215-921-1700 Project No.: Project Number SITE PLAN AND PROJECT INFORMATION AO.O C B Author " N ( 1 2 £:! 1-"'l--~YP"--+-----------,_"a-lti"s;c----N I "' ( 3 \ 37' -5" 17'-2 3/4" ·\ ~U'"'.' d ' \.....J!C. I <') ., • ii > !· !-'MJ _--. 11 P }V10TIQ~ -r: ~-_!'."~-·.; -"--, ---· ·i·-····---;--_SEc~~~R. "',:' 0' .. <t~-0:$<1 I ,7/llftt-,,_;=~-~ _/ -ROOF ABOVE 20' -2 1/4" I 4 1 ~ I I * ~~~~~~~~====::::;-1·~? I 'PATIO .· _____ _____,•···•·· -i----.+--l---r4"-ELECTRICAL 1 I SUB PANEL ·.···.•·.·····.· r:-'===~~1-----f '. 1 · . ·., 20' _i2 1/4" ·.· · ..•.. , ' :,I,·.· . I . I • ·,, . . . _t.: .· •. ·,1 I • ' i ~-'-'---'•1·•> =··~/<~l.:c:..ii=•·· •~;,'-'-"' "'--.-"-'=! ===::;:;:::'.:.~_i__.:_'N-~-+~----'-'~~~~-+· -+~ .... -·-· =·· .. ~. ~~l 1 .: , : · ! --.~~~-~~-'--~ ---~· · 1-:: r i 11 1 PROPOSED ADU I I I I • *ADD ONE ELECTRICAL VEHICLE OUTLENT ON (E) GARAGE I I I NORTH (<)).·.· 11 /7 A Door Number DoorType Width 101 4 PANEL SLIDING GLASS DOOR 11' -O" 102 SINGLE FLUSH 3' -0" f------+----------- 103 POCKET 3' -O" c-------+------------ 104 SINGLE FLUSH 2' -6" f------+----------- 105 POCKET 2' -6" f------+------------+- 106 SINGLE FLUSH 3' -O" Door Schedule I ' ' Height 8' -011 81 -O" 8' -O" 81 -011 i81 -O" iB' -011 107 GLASS SINGLE FLUSH ; 3' -0" '8' -0" Finish Comments TEMPERED ' ' ----~-----~-------------------~ Rough Opening Type Mark Width Height Window Schedule Type Head Height A 4' -8" 1' -6" FIXED 8' -O" f------+------f------+- B 4' -0" 2' -0" Window-Sliding-Double 8' -0" f------+------f------+-c 4' -0" 4' -0" Window-Sliding-Double 8' -0" f------+-----f-----+-D 8' -O" 2' -8" Fixed window w two panes_ 3365 11' -8" ~-----+------~-----+- Comments TEMPERED TEMPERED Keynote Legend Key Value Keynote Text 01 LOW FLOW TOILET. 02 TOILET PAPER ROLL HOLDER, PROVIDE SOLID BACKING 03 18"X24" TOWEL BAR PROVIDE, SOLID BACKING 04 FULL HEIGHT CABINETS/SHELVES. 06 LAVATORY WITH OVERFLOW IN 36" HIGH VANITY/ COUNTER TOP/ MIRROR 07 08 14 16 19 22 26 38 39 42 50 72 36" HIGH COUNTERTOP WITH BASE CABINETS GAS RANGE APRON SINK WITH DISPOSAL DISHWASHER 42" WIDE REFRIGERATOR WITH WATER HOOK-UP ' BUILT-IN UPPER CABINETS ISLAND CLOSET ORGINIZER TV NITCHE/MEDIA WALL/SHELFS BBQ WITH SINK/COUTERTOP/LOWER CABINETS NEW FLOOR STRUCTURE REF. STRUCTURAL DRYER ,PROVIDE RECCESSED HOSE BIBB AND DRAIN IN WALL, VENT. 14' MAX LENGHT; MAX 2 90 DEGREE ELBOWS; DUCT TYPE : 4" FLEX DUCTING FROM REAR OF DRYER AND 4" RIGID UP TO DESCRIPTION ROOF OR OUT EXT., PROVIDE ACCESS PANEL IN WALL LEGEND SECTION PLAN ID# 2X4 EXTERIOR WALL (2X4@ 16" O.C.) ◊ WALL FOR CLEAN-OUT WALL; 1------if-.,,-iii-■-■-Ii-■--+-~+--------------4-7_3 __ +W_AS_H_I_N_G_M_A_C_H_I_N_E __________ 71 "" ◊ 2X4 INTERIOR WALL(2X4@ 16" O.C.) 104 NEW TANKLESS WATER HEATER, GAS 120000 i----;-~,-~~-;~;-~,.~~m~.1~tj-r:◊;;::-r:2=x6-=Ex=T=E=R=1o=R=w-A-LL-(-2X_6_@-:-1-6'-'0=.=c-.)-----, BTU 1----+-----+--,--+-----------------i105 NEW HVAC 24,000 BTU 21 SEER 2 ZONE ◊ 2X6 INTERIOR WALL (2X6@ 16" O.C.) DUCTLESS MINI SPLIT ◊ 2X8 EXTERIOR WALL (2X8@ 16" O.C.) f ◊ CMUWALL ◊ (E)WALL UTILITY PLAN NOTES I i ,_ .. , ........ _, _______ ···------------------· 1. LOCAL EXHAUST FANS TO EXTERIOR TO PROVIDE MINIMUM 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS VENTILATION. 2. SMOKE DETECTORS TO BE INTERCONNECTED PER CRC R314.4 AND HARD- WIRED WITH BATTERY BACK-UP PER CRC R314.6 3. CARBON MONOXIDE ALARMS TO BE INTERCONNECTED PER CRC R315.7 AND HARD-WIRED WITH BATTERY BACK-UP PER CRC R315.5 4. 4" 0 DRYER VENT WITH MAXIMUM 14 FOOT COMBINED HORIZONTAL AND VERTICAL LENGTH WITH TWO 90 DEGREE ELBOWS. 5. A MECHANICAL EXHAUST VENTILATION SYSTEM, SUPPLY VENTILATION SYSTEM, OR COMBINATION THEREOF SHALL BE INSTALLED FOR EACH DWELLING UNITTO PROVIDE WHOLE-BUILDING VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH ASH RAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION . ELECTRICAL LEGEND ""------------·------------------------------------------• G.F.C.I. OUTLET , .. ur-· -----+---1 6. AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL EXHAUST VENTILATION SYSTEM SHALL BE INSTALLED IN EACH BATHROOM WITH A BATHTUB, SHOWER, OR SIMILAR MOISTURE SOURCE AND IN EACH KITCHEN IN COMPLIANCE WITH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. INTERMITTENT LOCAL EXHAUST VENTILATION AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS. CONTINUOUS LOCAL EXHAUST VENTILATION AIRFLOW RATES SHALL BE 20 CFM IN BATHROOMS AND 5 AIR CHANGES PER HOUR IN KITCHENS BASED ON KITCHEN VOLUME. WP GFCI G.F.C.L WATER PROOF OUTLET ~.: , ; f i 7. WATER HEATER OR FURNACE SHALL BE A DIRECT-VENT APPLIANCE .,:, .... DUPLEX OUTLET ·1 • :, [ _ ,·. __ s_. L_i_sT_E_D_G_A_s_KET_E_DSELF cLos1~~DooR REOUIRE_D __ F_o_R_G_A_s_F_A_u _______ _, f-.. -__ -_-__ -.--.-------~: .••• __ : .. -.. ~~~~~---;-H-/\R_\_LE-.~-.. ~-... ~-Tf-···-:w-·····-i'r-c-.. H-..... -.... -.... -.... =====--·-------.· M ~l~-• ___ V_E_N_T __ C_A_L_C_U_L_A_T_I_O_N ____ -·-1-.A-LL_L_u-M1-NA-1R_E_s_~-H~-~=-:-1~-~--~-FF-1c-~-c~-~-N-:-c-~-R-~-~-cE_Ew-~-TH_c_B-EE_s_T-AB_L_E ___ ,_~·.---:-:-',-····-~·--·-----------=====-.. ---=--------:-·;-;-:-c:_:s_::-;-;:-::_ .. ______ .. ____________________ _ ©- ,,. 1;i.l----~~--J<----·----,---------------------· --· -.. -------~--------.. -------------------------------a...L~~~-·--•-·-··-· -------·-···---·-------·-··-····-,···--·----·····-.. -·-c°·----~--------------------~~~--····~;1-------7--[,1•. i,·. I ~ ~ , :{/:/~' AAmescrno,,,wm , "'"'"" ::,:""""'~m .,0 ~"'""'~ cc"'"~' ·s=ww '"' ,,,rrc,M"" . "", oon c, ~•oo MOMo•oc =" 4 ! : : I\~ CALIFORNIA ENERGY COMMISSION DATABASE AT HTTPS:!/CACERTAPPLIANCES. _____ -:_ __ .. _. . ·----.... __________ .. ____ --··--·-·-··-- ' : TOTAL SECTION AREA REQUIRED --·· ---•--fT, FAN AND LIGHT COMBINATION ---"," _ ; _--_-__ -_ ~ ---_ -_ r. -~-___ . _________ ·--· __ ___ ___ __ _ _ _ _ __ _ . _______ , _______ .... -'-<4-40 SF 1150 = 027 SF ENERGY.CA.GOV/PAGES/ APPLIANCESEARCH.ASPX . :.:'.=:,_... ....... . ___ ...... _.__ _ ............ -..... --.. - :7 rl :-7 ,-_ ... J: · · · 1 I TOTAL VENT AREA REQUIRED PER RAFTER 3. ALL RECESSED DOWNLIGHT AND ENCLOSED LUMINAIRES SHALL BE MARKED ___ -¢-______________ H_IG_H_E_FF_IC_A_C_Y_L_IG_H_T_FIJ<TU_F<~ _ . f t4:!~:::i:~ --:::.=~ I : SECTION O 27 SF "JA8-2016-E" AND LISTED IN THE CALIFORNIA ENERGY COMMISSION DATABSE AT C: HIGH EFFICACY RECESSED LIGHT . = · HTTPS:!/CACERTAPPLIANCES.ENERGY.CAGOV/PAGES/ APPLIANCESEARCHASPX -··········· .. ···-·· ·····-·· ·· ·--·· .. --·-······· -.. ·--· 4. RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS SHALL NOT BE SCREW-BASED · ·-· ........ ____ W_/\LL_M_OUN~ED FIXTURE ·-·---i : ____ ...;, __ GAS GAS OUTLET j I : .. , -'-1 r1~-]!7-1· C . II'. : / • i ill : i i . ~-. I; I P ✓ cf'-/w>( ( cc ' /,-. ·Z. N W : "<'""" ·<;>•/ I N LL" ------~ I. I mV -·-:,-----Rt+•§ , 1l•. * _l_ fs\---7'.+i L1~ L ~ _··• -Tf-~ ~--~ --------------r : 1' 0 t?' IO ' j ~ • ;... iil-.... ,.,,. ... , .. _,_., __ .. , I I @) 0-- I c5 678 SF AREA AVAILABLE O' -6" FOR SOLAR PANELS------~ ROOF PLAN 2 12' -10 7/16" I 1' -6" O.H l 0 2' -O" ~11'-' ---.. TY-._-.f'_-.-RA-_ .. -FT-.E-.B--~-.E-_P-.A-_R_A_T-10-N-.-.... -.. -... --zr-. ," .... <c.,---BLOCKING f -l ~ : I ~b$ ,1 ----------·-'I . I 2 X 12 RAFTERS--~ ---PROVIDE 6 (SIX) 3" DIAMETER VENT PERFORATIONS@ 0.05 SQ FT /EACH FOR A TOTAL OF NOT LESS THAN 0.27 SQ FT TOTAL. PROVIDE WITH CORROSION RESISTANT METAL MESH WITH 1/8" MINIMUM TO 1/4" MAXIMUM OPENINGS 5. BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: AT LEAST ONE LUMINAIRE IN EACH SPACE SHALL BE CONTROLLED BY A VACANCY SENSOR I· . -+HB ----------------- HOSE BIBB FAN & LIGHT COMBO 6. ALL LUMINAIRES REQUIRING "JAS-2016" OR "JAS-2016-E" MARKING SHALL BE .. _____ .. _____ ............ _. ---------------------1 CONTROLLED BY A DIMMER OR VACANCY SENSOR EXCEPTION: CLOSETS LESS THAN ,_ ELECTRICAL SUB PANEL ·:o S.F. & HALLWAYS ~, -----------------------~1 © 7. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO BUILDINGS SHALL BE CONTROLLED BY ONE OF THE FOLLOWING: -PHOTOCONTROLAND MOTION SENSOR -PHOTOCONTROLAND AUTOMATIC TIME-SWITCH CONTROL -ASTRONOMICAL TIME CLOCK -ENERGY MANAGEMENT CONTROL SOLAR READY KEY NOTES 1-THE MAIN ELECTRICAL SERVICE PANEL SHALL NOT BE OF A TYPE WITH A CENTER FED MAIN CIRCUIT BREAKER AND SHALL INCLUDE RESERVED SPACE ALLOWING FOR INSTALLATION OF DOUBLE-POLE CIRCUIT BREAKERS FORA FUTURE SOLAR PHOTOVOLTAIC SYSTEM. SUCH RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER OR MAIN CIRCUIT BREAKER LOCATION. THE RESERVED SPACE SHALL BE PERMANENTLY AND VISIBLY MARKED AS "FOR FUTURE SOLAR PHOTOVOLTAIC" 2. APPROVED MINIMUM 4-INCH SQUARE ELECTRICAL JUNCTION BOX LOCATED WITHIN 72 INCHES HORIZONTALLY AND 12 INCHES VERTICAL OF MAIN ELECTRICAL SERVICE PANEL 3. MINIMUM 1 INCH DIAMETER LISTED ELECTRICAL METALLIC RACEWAY ORIGINATING AT READILY ACCESSIBLE ATTIC LOCATION WITH PROXIMITY TO SOLAR ZONE AREA AND TERMINATING AT THE REQUIRED ELECTRICAL JUNCTION BOX 4. MINIMUM 1 INCH DIAMETER LISTED ELECTRICAL METALLIC RACEWAY ORIGINATING AT THE REQUIRED ELECTRICAL JUNCTION BOX AND TERMINATING AT THE MAIN ELECTRICAL SERVICE PANEL 5. ELECTRICAL JUNCTION BOX AND SEGMENT OF METALLIC RACEWAY IN THE ATTIC SHALL BE PERMANENTLY AND VISIBLY MARKED AS "FOR FUTURE SOLAR PHOTOVOLTAIC" CABLE TV. SYSTEM PARTITION NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING QR GRID LINES, UNLESS NOTED OTHERWISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD STUDS AT ~6" o_c, UNLESS NOTED OTHERW!SE. 3 All NON-LOAD BEARING PARTITIONS SHALL BE 2X4 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWJSE 4. ALL PLUMBING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C 5. ALL INTERIOR WALL PROJECTIONS SHALL US 2X WOOD STUDS. 6. PROVIDE 2X-10 WOOD BLOCKING/BACKING AT BACK OF EACH DOOR SWING IN LINE WITH DOOR HANDLE PROVIDE 2X10 BLOCKING/BACKING AT ALL LOCATIONS FOR TOWEL BARS, TOILET PAPER ROLL DISPENSERS, WALL HUNG VANITIES, WALL HUNG CABINETRY, WALL HUNG LIGHTING, ETC 7. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERWISE) 8. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR WALL ATTACHED ITEMS. ALL WOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIR!: RETARDANT TREATED IN ACCORDANCE WITH MODEL BUILDING CODES AND FIRE CODES 9. DO NOT SCALE DRAWINGS! DIMENSIONS GOVERN. 10. ALL "'HOLD" OR "CLR" OR "ALIGN'" MUST BE MAINTAINED. ALL PARTlTIONS SHOWN "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL WALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB 11 FIRE STOPS ARE REQUIRED AT THE FOLLOWING LOCATIONS PER CODE: A) IN GONCE.Al.ED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,ATTHE CEILING AND FLOOR LEVELS AND AT '10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL B} AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTlCALAND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPED CEILINGS, AND COVE CEILINGS. CJ IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG ANO INLINE WITH THE RUN OF STAIRS !F THE WALLS UNDER THE STAIRS ARE UNFINISHED. D) IN OPENINGS AROUND VENTS, PIPES. DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH ON COMBUSTIBLE MATERIALS. E) AT OPEN!NGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUil T FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEW AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNMENTS IN DRAWINGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL WET LOCATIONS 15. WHEN SHEAR PANELS ARE INSTALLED BETWEEN THE FIRE PROTECT!VE GYP. SD. AND THE WOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL. 312 021 11:27: 1/4" = 1'-0" 2021-MARCH AM MINOR CDP LICENSE: Submittals: Date Description 03-12-2021 SUBMITTAL #1 Revisions: No. Issue PROJECT/ CLIENT: <C 0 C <( al en ...J et:: <( 0 l-o w ...J 0 -et:: 0 00 C"') r,... ""'" :::, C <C ~ w z APN: 215-921-1700 Project No.: Project Number ADU FLOOR PLAN A1 .0 Date B B 65 f-' _./ ELECTRICA,"L_:.1 ---+--T SUBPANEL- SIDE ELEVATION-EAST 1/4" = 1 '-0" T.O.P 1 9' -O" I I I T.O.P 1 9' -0'1 0 ' ~\ --~~-==\= I -·-·---•- 1I4"/FT ·sLOPE 421----✓---i -~T.OP 1 9' -O" 1 ST FLOOR PLAN ~-0-.... ~lJ.l--..J::::::::::::::::::;:::;:::::::::::,::::+::::::::::::::::::::::::::::::::::::~~:::::,::::::,::::::,::::::,::::::,::::::::;:;:;;::::::::::::::~~~~~~~~::..:: cf -0" 01 -on 'CJ/I (J\. SECTION 3 0 1/4" = 1'-0" . ·. · . ·1/4"/FT . ·_ ' ''SLOPE. C ' ' '·! ! -- REAR ELEVATION -NORTH 1/4" = 1'-0" 3 I ' ! , :JL~>--- BEDROOM .. ' I I __ 1ST FLOOR PLAN 01 -OH © I BEDROQM :'.:::::::. :.:::/_.: 1 . .U~~~-"--:-~~:i 1.l=- •--'"·· •·-· :~--• 3 A2.0 T. - 14'. 3 114" ---~..,._--~•I~--- 'i2o/,'SLOPE t· .. AWAY FROM •· ·s:ufLDING i I i T.l I j I I I ----,. ... ----·-:'.·:.::::::,--.1 ,_·=~==~ I ::f,;·;t,;:oco:oo:::o.::::;_:;;; _;.;;_1.:: .:::m::m:1•y:o:.tOC'C/lOIT'cC•:-·c1:,•• ···,. ··~---....... ·• •... ~~j·=-. "j ··-,, .. __ ,_ ·-···· -- 4' -0" 1I4"/FT slbPE 0 i I ! ; ~M=AX HEIGHT 0 16' -O" CJ! T.O.P1 9' -O'' ~ IL ' 1 ST FLOOR PLAN --01 -O" MAX HEIGHT -~ 16'-0" (-0-) SIDE ELEVATION WEST G 1I4"=1·-o" ~ 1 ------------~ _ Keynote Legend Key Value I Keynote Text r-+@J I , I I I Iii BATH! II I !I I 1 I ,j I 0 T.OP 1 --9'-0" 1 ST FLOOR PLAN ~ O' -O" 09 11 25 29 32 36 40 42 50 52 53 65 66 67 68 76 81 85 E1 E13 E14 2 X 6 EVERY 16" EXPOSED HEATHER PER STRUTURAL NEW SLAB/FTG, REF. STRUCTURAL RAIN GUTTER METAL FASCIA, COPPER 1 COAT STUCCO; FINISH: FINE, SEE DETAIL 11/A7.02 2X6 HORIZONAL TRELLIS BBQ WITH SINK/COUTERTOP/LOWER CABINETS NEW FLOOR STRUCTURE REF. STRUCTURAL BEAM PER STRUCTURAL I 5/8" GYP. BD CEILING. i ROOF STRUCTURE. REF. STRUCTURAL DWGS COMPACTED SAND. REF. STRUCTURAL DWGS ' R-38 INSULATION. REF. TITLE 24 ENERGY REPORT R-15 BATT INSULATION. REF. TITLE 24 ENERGY REPORT : STANDING SEAM METAL ROOF i 15/8" GYP. BD ' i ! ROOF SHEATHING, REF. TO STRUCTURAL DWGS I EXISTING 6' FENCE ' EXISTING CMU WALL 3'-6" I i 1 EXISTING CMU RETAING WALL 5' SECTION 1 1 G_S_E_C_T_I_O_N_2~~---2 ' Acthoc 3{25/202111:27:56 AM 1/4" = 1'-0" ~ 1/4" = 1'-0" 2021-MARCH -·------~~~- MINOR CDP LICENSE: Submittals: Date Description 03-12-2021 SUBMITTAL #1 Revisions: No. Issue PROJECT/ CLIENT: <( (.) C <( ta en ::, _J 0::: C <( (.) <( .. I-~ (.) w w _J z 0 -0::: 0 00 ('I) ....... ~ APN: 215-921-1700 Project No.: Project Number ELEVATIONS AND SECTIONS A2.0 Date