Portfolio by Toros Malyan

PROJECT DIRECTORY PROJECT INFORMATION STRUCTURE:DESIGNER:OWNER: A-1.0 COVER SHEETA-0.0 2 4683 5 7 ARCHITECTURAL 9 TWO NEW DETACHED ADUS SITE PLAN FIRST FLOOR A-2.0 FLOOR PLAN VICINITYMAP 1 A-3.0 10 ROOF PLAN A-4.0 11 EXTERIOR ELEVATIONS 12 A-7.0 13 DOOR AND WINDOW SCHEDULE GENERALNOTES ABBREVIATIONSSYMBOLS DEMOLISH EXISTING GARAGE (380 SQ FT) AND DEVELOP TWO PROPOSEDADUS. ADUS (FIRST STORY 631 SQ FT, SECOND STORY 532 SQ FT) TYPE VB DETACHED ADDITION TO AN EXISTING 1,581 SQ FT MULTI-FAMILY RESIDENCE. INCLUDE: MECHANICAL, ELECTRICAL, PLUMBING SUBMITTALS/PERMITS BY GENERAL CONTRACTOR: 1514 552 & 554N NIAGARA ST BURBANK, CA 91505 BUILDING SECTIONS1.2.4.5.3.7.6.8.30.29.28.27.26.21.22.23.25.24.10.9.12.11.13.15.16.14.18.20.19.17. THE CONTRACTOR SHALL EXAMINE THE CONDITION OF THE PROJECT AREA AND PRIOR TO COMMENCEMENT OF WORK. REPORT ALL DISCREPANCIES TO THE DESIGNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS, LICENSE, AND PAY ALL REQUIRED FEES. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN OR GRID LINES AND FACES OF GYPSUM BOARD, UNLESS OTHERWISE NOTED OR DETAILED. CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH CEILING CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE DESIGNER AND THE PROVIDEOWNER.BLOCKING BEHIND ALL FIXTURES, CLOSET SHELVES, POLES ETC., WHERE INDICATED OR REQUIRED. EXTEND SOFFIT FRAMING TO STRUCTURE ABOVE, DIAGONALLY BRACE AS REQUIRED. PROVIDE METAL BULLNOSE CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR DRYWALLED SURFACES; UNLESS OTHERWISE NOTED. ALL FOOTINGS SHALL BE FOUNDED IN UNDISTURBED NATURAL SOIL PER CODE. ALL EXTERIOR WALL OPENINGS, WINDOWS, DOORS, VENTS FLASHING, COPING AND EXPANSION JOINTS SHALL BE INWEATHERPROOF.THEEVENTEXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED. PROVIDE STIFFENERS, BRACING, BACK UPPLATE, ETC., AS REQUIRED AT STUD WALLS FOR SUPPORT OF TOILET ROOM FIXTURES OR OTHER EQUIPMENT. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE. NO TRENCHES EXCAVATIONS OR MORE DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN NECESSARY PERMISSION FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. ALL DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. PROVIDE 72" HIGH NON-ABSORVENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER FIREENCLOSURE.CLASSA ROOF IS REQUIRED. WHERE FACTORY FINISHED ON FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND OR AS DIRECTED BY THE DESIGNER. ALL MATERIALS AND FINISHES INDICATED ON PLANS SHALL BE NEW AND CONTRACTORUNUSED.SHALL COORDINATE WORK PERFORMED BY OTHER SUB CONTRACTORS, DISCREPANCIES, IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OD THE DESIGNER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. SHOULD THE DRAWING DISCREPANCIES IN THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUANTITY OF WORK AND/OR MATERIAL SHALL BE ESTIMATED UPON, AND UNLESS OTHERWISE ORDERED IN WRITING, SHALL BE FURNISHED AND INSTALLED. IF ANY ERROR OR OMISSIONS OCCUR IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FOR RESULTS OF SUCH ERRORS AND OMISSIONS AND FOR THE COST OF RECTIFYING SAME. KEEPALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF FLOOR/ROOF FRAMING AS POSSIBLE. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING AND ELECTRICAL WORK. COORDINATE WITH DESIGNER.ALLMILLWORK, DESIGNERURAL WOODWORK, WOOD DOORS, MODULAR AND CUSTOM CASEWORK SHALL BE MANUFACTURED IN ACCORDANCE WITH THE STANDARD ESTABLISHED IN THE LATEST EDITION OF THE MANUAL OF MILLWORK OF THE WOODWORK INSTITUTE OF CALIFORNIA IN THE GRADE OR GRADES SPECIFIED THEREIN OR AS SHOWN ON THE DRAWINGS.

PLUMBING NOTES:

THE CONSTRUCTION SHALL NOT RESTICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES. FOOTINGS SHALL BE SET BACK FROM THE DESCENDING SLOPE SURFACE EXCEEDING 3 HORIZONTAL TO 1 VERTICAL AS PER SECTION 91.1806.5.3. ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. PROVIDE RESIDENTIAL FIRE SPRINKLER SYSTEM. SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER SHOPDRAWINGS AND PERMIT. SUBMIT SHOPDRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

BMC8-1-313CONSTRUCTION

1. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25% 40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40% / 60% RESPECTIVELY. (2308.9.10, 2308.9.11) 2. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS, PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVEL, AND AT 10-FT. INTERVALS BOTH VERTICAL AND HORIZONTAL. (717.2) 3. DUCTS INSTALLED UNDER A FLOOR IN A CRAWL SPACE SHALL NOT PREVENT ACCESS TO AN AREA OF CRAWL SPACE. WHERE IT IS REQUIRED TO MOVE UNDER DUCTS FOR ACCESS TO AREAS OF THE CRAWL SPACE, A VERTICAL CLEARANCE OF 18" MIN. SHALL BE PROVIDED.4.WHEREFLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .019 INCH (NO. 26 GALVANIZED SHEET) 5. NOTE ON THE PLANS: “ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.” 6. SUBFLOORS SHALL HAVE END-MATCHED LUMBER, HAVE BLOCKED PANEL EDGES, OR OCCUR OVER SUPPORT. FLOOR SHEATHING SHALL COMPLY WITH SECTION R503 GLAZING REQUIREMENTS THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING PER SECTION R308: A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. B. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INHES ABOVE THE WALKING SURFACE. C. WINDOW GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SF 2. THE BOTTOM EDGE IS LESS THAN 18 INCHES ABOVE THE FLOOR. 3. THE TOPEDGE IS MORE THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING F. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS, AND RAMPS, UNLESS THE GLAZING IS MORE THAN 36 INCHES MEASURED HORIZONTALLY FROM THE WALKING SURFACE, OR A RAIL IS DESIGNED PER SECTION R308.4.6.

PHILIPPE ESKANDAR 550 N NIAGARA ST BURBANK, CA 91505 TEL: (818)468-5592 A-5.0 16 DOORIDENTIFIER REVISIONSYMBOL DETAILEDAREA SECTION DETAIL SHEETLOCATOR PLAN DETAIL SCALE NUMBERDRAWING IDENTIFIER NAMEDRAWING FLOOR PLAN SCALE: 1/8" = 1'-0" 1KEYNOTEIDENTIFIER WINDOW ELEVATIONSINTERIORAD B OTHERWISEAREDIMENSIONSCTOFACEOFFINISHUNLESSNOTEDWALLIDENTIFIERTYPE SECTIONDETAILNUMBER ELEVATION SHEETLOCATORELEVATIONLOCATION OTHERWISEREF.RPT.PR.PLYWD.PLAS.P.LAM.PL.OPP.OPNG.NO.OR#O.C.N.T.S.NOM.N.I.C.CNTR. DRINKINGCOUNTER CENTERDOUBLEDEPARTMENTDIAMETERDIMENSIONFOUNTAINCTR.DBL.D.F.DEPT.DET.DIM.DIA. CERAMICCEILINGCOLUMNCONCRETECONSTRUCTIONCONTINUOUSDETAILCER.CLR.CLG.COL.CONC.CONT.CONSTR. CLEAR RADIUSREFERENCEPOINTPLASTICPLASTERPLYWOODLAMINATEPAIRPLATEOPPOSITEONCENTERNOTTOSCALENOMINALNOTINCONTRACTOPENINGNUMBER INT.INSUL. LAM.LAV.LT.MAX.MECH.MET.MIN.MIR.MISC.M.O.MTD.MUL. JT. ARCH. BLOCKINGBOTTOMCEMENTBUILDINGARCHITECTURALBLK.BLKG.BOT.CEM. BLOCK BD.BLDG. BOARD N POUND OR NUMBER DIAMETER OR CENTERLINEEXISTINGACOUSTICALADJUSTABLEAPPROXIMATEROUND(E)APPROX.ADJ.ACOUS.#@COL&L ANDANGLEAT MASONRYMOUNTEDMAXIMUM MINIMUMMETALMIRRORNORTHMULLIONMECHANICALMISCELLANEOUSOPENING INTERIORINSULATION LAMINATELAVATORY JOINT LIGHT UNLESS NOTED HOLLOWHORIZONTALHEIGHTMETALH.M.HORIZ.HR.HGT. GENERALHOUR CONTRACTORFOOTGROUNDGYPSUMGLASSOR FUTUREFURRINGGAUGEGALVANIZEDFEETFURR.FUT.FT.GA.GALV.GND.G.C.GYP.GL. THICKTELEPHONEWITHWESTTYPICALUNFINISHEDWOODTEL.THK.TYP.UNF.W.W/WD.U.N.O.EXISTINGEXPANSIONEXTERIORFLOORFINISHFIREFIREFLASHINGFLUORESCENTFLOOREXTINGUISHERALARMDRAIN(E)EXIST.EXT.F.A.EXP.F.D.F.E.FLASHFLOUR.FL.FIN. ELECTRICALEMERGENCYENCLOSUREEQUAL DRAWING E.EA.ELEC.ENCL.EQ.EMER. DWG. EASTEACH SIMILARSPECIFICATIONSQUARESTAINLESSSTEELTREADSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALSTEELSQ.SIM.SPEC.ST.STD.STL.STOR.STRUCT.SUSP.SYM.TRD.STL. SOUTHSCHEDULESECTION REINFORCEDREQUIREDRESILIENTROOM S.SCHED.SECT. RM.REINF.REQ.RESIL. VERIFY IN FIELDV.I.F PROJECT INDEX 552 & 554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550N NIAGARA ST BURBANK CA (818)468-559291505 (818)238-5564 SITE LOCATION A-7.02 DOOR AND WINDOW FLASHING AND INTERIOR DETAILS A-7.01 DOOR AND WINDOW DETAILS A-7.03 EXTERIOR DETAILS 17 A-8.0A-8.1 TITLE 24 TITLE 24 DIVERSION OF C&D DEBRIS: A MINIMUM 65% OF GENERATED DEBRIS SHALL BE RECYCLED, REUSED, OR DIVERTED FROM THE LANDFILL. A $56.84 ADMINISTRATIVE FEE AND A REFUNDABLE DEPOSIT WILL BE COLLECTED AT THE TIME OF PERMIT ISSUANCE. THE DEPOSIT CAN BE REFUNDED IF RECYCLING RECEIPTS ARE SUBMITTED TO BUILDING DIVISION WITHIN 60 DAYS OF PERMIT FINAL (BMC 9-1-10-1012) ANNULAR SPACE AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN ACCORDANCE WITH HE CALIFORNIA GREEN BUILDING STANDARD CODE, CHAPTER 4 DIVISION 4.4. (R602.3.4.1) 31. 1819 TOROS MALYAN 8337 OUTLAND VIEW DR SUN VALLEY, CA 91352 TEL: 1305DAVIDDAVID(818)636-0980LILI&ASSOCIATESSANGABRIELBLVD #101 ROSEMEAD, CA 91770 TEL: (626)288-1216 ADDRESS: 552 & 554 N NIAGARA ST. BURBANK, CA 2479-015-010 LEGAL OCCUPANCY:DESCRIPTION: DUPLEX (R-3) STORIES:APPLICABLE CODES: EXISTINGHEIGHT: ZONE: (N) BLDG SQUARE AREA: FIRE PLANNINGZONE:NO. 23-0"2BUILDINGSETBACKS:USAGE: RESIDENTIAL TRACT:APN: TR 13123 LOT:BLOCK: 32 ALLOWABLE BUILDING H. GOVERNING AGENCY: (E) BLDG SQUARE AREA: 1,581 SQ. FT. + 380 GARAGE CONSTRUCTION TYPE: VB FRONT(NON-SPRINKLERED)10'-0"MIN.SIDE(E)4'-0"MIN.REAR4'-0"MIN.SIDE(W)4'-0"MIN. (E) LOT SIZE: 6,120 SQ. FT. (E) BEDROOMS & BATH: 2 BEDROOM & 1 BATH (EACH UNIT)2019R-2CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE CITY OF BURBANK 150 N 3RD BURBANK,ST.CA 91502 NOFIRE SPRINKLER LOT AREA PROPOSEDCALCULATIONLOTCOVERAGE (2,212/6,120) = 36% 631 SQ. FT FIRST STORY EXISTING HOUSE: 1,581 SF NEW ADDITIONS (FOOTPRINT): 631 SF EXISTING GARAGE: -380 SF TOTAL: 2,212 SF A-9.0 GREEN FORMS PROJECT SCOPE A-0.1 DEMOLITION PLAN A-1.1 SITE PLAN SECOND FLOOR A-1.2 SETBACK & STORM WATER 532 SQ. FT SECOND STORY PER CA GOV. CODE SECTION 65852.2(E), THIS APPLICATION IS SUBJECT TO MINISTERIAL APPROVAL FOR A BUILDING PERMIT WITHOUT PLANNING DEPARTMENT REVIEW. A-7.04 STAIR DETAILS A-2.01 ELECTRICAL& PLUMBING PLAN FIRST FLOOR A-0.01 20 A-0.02 SPECS & CUT SHEETS SPECS & CUT SHEETS GENERALNOTES & DETAILSS-1 23 STRUCTURAL 1 FOUNDATION & FRAMING PLANS DETAILSS-3S-2 TITLE 24 ENVELOPE: ZIJIE PRECISIONLI BUILDING CONSULTANTS INC. 3710 TURNBULL CANYON RD HACIENDA HEIGHTS, CA 91745 TEL: 23-0"(909)996-6179(N) BEDROOMS & BATH: 1 BEDROOM & 1 BATH (EACH UNIT) PROJECT SIGN & CONSTRUCTION HRS 21 A-2.02 ELECTRICAL& PLUMBING PLAN SECOND FLOOR 22 A-0.2 EXISTING DWELLING ELEVATIONS & LIGHT CALCULATION 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

1. WALL COVERINGS SHALL BE GYPSUM GREEN BOARD, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE THE DRAIN INLET AT SHOWERS OR TUB WITH SHOWER, MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. 2. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II; SWING DOOR OUTWARD; NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1024 SQ. INCHES OF FLOOR AREA AND ENCOMPASS 30 INCH DIA. METER CIRCLE. 3. ALL PLUMBING WALLS SHALL BE 2x6 STUDS @ 16 INCH O.C. 4. PROVIDE LOW CONSUMPTION WATER CLOSETS (1.6 GALS. PER FLUSH)WATER HEATER NOTES: 1. PROVIDE 18 INCH HIGH PLATFORM. 2. INSTALL 3/4"x24 GAUGE PERFORMACE STEEL PLUMBERS TAPE TOP AND BOTTOM OF WATER HEATER. 3. PROVIDE 30" SQ. EACH VENT, TOPAND BOTTOM OF WATER HEATER ENCLOSURE DOOR. 4. PROVIDE VENT THRU ROOF. (12" MIN. ABOVE ROOF LINE.) GENERAL NOTES: 1. ALL DOORS OPEN ON A LANDING 1/2" BELOW THE THRESHOLD. 2. UNDER CUT BEDROOM DOORS BY 2" MIN. FOR WARM AIR CIRCULATION.3.ALLGLASSWITHIN 18" OF FLOOR SURFACE SHALL BE APPROVED FOR IMPACT HAZARD. 4. BACKWATER VALVE REQUIRED ON PROPERTY SEWER PER REQUIREMENTS

552 & 554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550 N NIAGARA ST BURBANK CA (818)468-559291505 1 DEMOLITION CALCULATIONS TOTAL EXISTING WALLSFOR DWELLING H1 - 19.00 H2 20.00 H3 - 19.00 H4 20.00 V1 19.00 TOTAL 97.00 TOTAL DEMO WALLSFOR DWELLING D1 19.00 D2 20.00 D3 19.00 D4 20.00 D5 19.00 TOTAL 97.00 DEMOLITION CALCULATIONS DEMOLISH WALL/ EXISTING WALLS 78.00/78.00 = 1.0 TOTAL DEMOLISH PERCENTAGE = 100% DEMOLITION PLAN SCALE: 1/4" = 1'-0" 1 LEGEND DEMOLISH EXISTING WALLS EXISTING WALLSTO REMAIN. AREA OF NEW CONSTRUCTION BUILDING DEMOLITION NOTES 1. CONSTRUCTION WASTE SHALL BE REDUCED BY 65%. CONSTRUCTION WASTE WILL BE HANDLED BY AN APPROVED RECYCLING AND REUSE PLAN (RRP) FROM ENVIRONMENTAL PROGRAMSDIVISION. 2. ALL BUILDING COMPONENTSAND FINISHESWHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE. 3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY PROTECTION TO ISOLATE AREASOF REWORK. 4. PATCH AND REPAIR ALL WALLS, FLOORS, AND CEILINGSTO MATCH ADJACENT FINISHES.5.CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONSTO DETERMINE EXACT SCOPE OF WORK. 6. VERIFY WITH OWNER BEFORE DISPOSING OF ANY EXISTING FIXTURES, DOORS, WINDOWS, OR OTHER REUSABLE MATERIALS. KEYNOTES PREPARE EXISTING AREA FOR NEW ADU (E) EXTERIOR WALL TO BE DEMOLISHED (E) INTERIOR WALL TO BE DEMOLISHED EXISTING PLUMBING FIXTURE TO BE REMOVED. CAP-OFF PIPESAS REQUIRED TO WALLSAND / OR FLOORS, TYPICAL. CHECK WITH OWNER FOR ANY ITEMSTO BE RE-USED (E) GARAGE DOOR TO BE REMOVED (E) ROOF TO BE DEMOLISHED 1 2 3 4 5 6 2 2 2 2 3 5 6 19'-0" D319'-0" H319'-0"19'-0"20'-0"20'-0"20'-0"20'-0"D4H4D2H2D5V1 WHEN AN EXISTING GARAGE, CARPORT, OR COVERED PARKING STRUCTURE ISDEMOLISHED IN CONJUNCTION WITH THE CONSTRUCTION OF AN ADU OR ISCONVERTED INTO AN ADU, REPLACEMENT PARKING FOR THE MAIN DWELLING UNIT SHALL NOT BE REQUIRED. NO SETBACK SHALL BE REQUIRED WHEN AN ADU IS CONSTRUCTED IN THE SAME LOCATION AND TO THE SAME DIMENSIONSASAN EXISTING LEGAL STRUCTURE THAT IS CONVERTED INTO AN ADU OR TO A PORTION OF AN ACCESSORY DWELLING UNIT, EVEN WHEN THAT STRUCTURE HASBEEN DEMOLISHED. AREA FOR NEW ADU SCALE: 1/4" = 1'-0" 2 5 19'-0" D1 19'-0" H1 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

552 & 554 NNIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550NNIAGARA ST BURBANK CA (818)468-559291505 KEYNOTES SLOPE LANDSCAPELEGEND / HARDSCAPE CALCULATIONS SQUARE FOOTAGE CALCULATIONS STNIAGARAN LANDSCAPE: 3,069 SF PROVIDED (E) HARDSCAPE: 880 SF PROVIDED (N) HARDSCAPE: 860 SF PROVIDED 25% OF HARDSCAPE: 435 SF TO BEHARDSCAPEMATERIAL WITH AN INITIAL SOLAR REFLECTANCE OF ATLEAST .30 OR UNCOLORED CONCRETEWITH SMOOTH CEMENT FINISH LOTSIZE: 6,120 SF BUILDING: 2,212 SF COVERAGE: 36% BUILDING SQ FOOTAGE (E) SFD: 1,581 SQ FT (N) ADU: 631 SQ FT (N) ADU: 532 SQ FT TOTAL: 2,744 SQ FT ZONING SQ FOOTAGE: (E) SFD: 1,581 SQ FT (N) ADU: 631 SQ FT (N) ADU: 532 SQ FT TOTAL: 2,744 SQ FT FAR TOTALANALYSIS:SITE: 6,120 x .45 = 2,754 MAX RFA (E) SFD: 1,581 SQ FT (N) ADU: 631 SQ FT (N) ADU: 532 SQ FT TOTAL FAR: 2,744‬ SQ FT < 2,754 SQ FT BUS PATH2SCALE: N.T.S. PERMEABLE PAVERS FOR SMALL RESIDENTIAL BUS STOP WITHIN 1/2 MILE NO PARKING REQ. 2% SLOPE 2% SLOPE SLOPE2% (E) LANDSCAPE(E) LANDSCAPE (E) LANDSCAPE (E) LANDSCAPE (E) CONCRETE MULTI-FAMILYEXISTINGDWELLING(NONSPRINKER)548NNIAGARA(E)MULTI-FAMILYEXISTINGDWELLING(NONSPRINKER)550NNIAGARACOVEREDPORCH (E)PORCHCOVERED PROPERTYLINE60' PROPERTYLINE60' PROPOSED ADU FIRST FLOOR (631 SQ FT) DRIVE)(EWAY GATE)(E GATE)(E)7'-0"(E 10'-0"(E) 8'-0"5'-0" 2'-0" 552 N. NIAGARA SITE PLAN(FIRST FLOOR) SCALE: 1/8" = 1'-0" 1 4'-0" 16'-6"20'-0" 3'-6"22'-0"20'-0")17'-2"(E)5'-0"(E GATE)(E PROPERTY LINE EXISTING WALL (N) WALL (E) BRICK WITH METAL FENCE (E) CMU WALL 5'-10" HIGH 2% AREASLOPESITEDRAINAGEDIRECTIONOF(N)ADDITION )12'-0"(E 3 3 3 3 5 6 8 14 13 11 12 7 2% SLOPE (N) PERMEABLEPAVERS )3'-5"(E UNDISTURBEDBASE PERMEABLE PAVING ALLOWED FOR INCIDENTAL RAINFALL (No roof runoff or concentrated runoff) NOTES: 1. SITE SOILS SHALL HAVE ADEQUATE DRAINAGE (AT LEAST 0.5 INCHES PER HOUR). 2. INFILTRATION SHALL NOT CAUSE GEOTECHNICAL HAZARDS RELATED TO EXPANSIVE SOIL MOVEMENT, TUNNEL EROSION, OR SLOPE STABILITY. 3. IF INFILTRATION HARZARDS ARE CONCERN, AN UNDERDRAIN SHALL BE INSTALLED TO DRAIN WATER INTO STORM DRAIN INLET OR ONSITE BMP. 4. ANY OVERFLOW SHALL BE DISCHARGED PER BUREAU OF ENGINEERING AND BUILDING & SAFETY REQUIREMENTS. 5. SLOPE IS NOT GREATER THAN PERCENT. 6. FLOW DIRECTED TO PERMEABLE PAVEMENT SHALL BE DISPERSED SO AS NOT TO BE CONCENTRATED AT SMALL AREA OF PAVEMENT. 7. PRE-FABRICATED PRODUCTS HAVE BEEN INSTALLED PER ALL APPROPRIATE MANUFACTURER'S SPECIFICATIONS. REQUIRED, SUB-GRADE SOIL SHALL BE COMPACTED IN ACCORDANCE WITH PRODUCT INSTALLATION SPECIFICATION. 8. SEE PERMEABLE PAVERS FACT SHEET FOR MORE INFORMATION. 12"TYP. 24" 4" ADJACENTTYP.PAVEMENT (3.14 MIN THICKNESS) CONCRETE MOW STRIP 2% TYP. SPACING PER MANUFACTURE'S SPECIFICATIONS PERMEABLE PAVERS OPENINGS SHALL BE LEFT OPEN OR (MIN 10% OPEN SURFACE AREA) (PER PROJECT PLANS) 3" WASHED GRAVEL REFER TO SIZING TABLE FILLED WITH 3/8" WASHED GRAVEL WASHED GRAVEL WASH SAND TRENCH DRAIN 4" INLET DOWNSPOUTSFROM BUILDING EDGE10' 0" min.from bldg foundation and adjacent property line (smaller setback require LADBS Grading Division Approval) 3'-0" MIN.PER PLAN from public ROW NOTSECTIONTOSCALE GEOTEXTILE ON BOTTOM AND SIDES TO TOP OF PAVERS. (SEE NOTE BUILDING FOUNDATION EDGE PLAN NOT TO SCALE PER PLAN TRENCH DRAIN W/ 1/2" WEEP HOLES O.C. CONCRETE MOW STRIP (PER PROJECT PLANS) PER PLAN PER PLAN 10' 0" min.from bldg foundation and adjacent property line (smaller setback require LADBS Grading Division Approval) PER PLAN 1/2" WEEP HOLES @ O.C. to WASHED GRAVEL PERMEABLE PAVING AREA FOR INFILTRATION ft or Subbase, per plan) 10 from building foundation 10 from adjacent property line from public right of way WASHED GRAVEL WASH SAND to WASHED GRAVEL FAR NOTAPPLICABLEPER CA GOV.65852.2(C)(2)(C).CODESECTION 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PROPERTY LINE102' PROPERTY LINE102' 9'-11"(E) 1 17 17 10 (E) GAS METERS. FOR 548 & 550 (N) WATER METER. FOR 548, 550, 552 & 554 (E) LANDSCAPE (N) HARDSCAPE (E) BRICK WITH METAL FENCE (E) CMU WALL 5'-10" HIGH (E) GARAGE(CONVERT TO FIRST FLOOR ADU) (N) LANDING (E) DRIVEWAY (N) TANKLESS WATER HEATERS. FOR 552 & 554. SEESPEC A-0.02 (E) WATER METER (ABANDON) (E) ELEC. METER. FOR 548 & 550. (ADD 552 & 554) SPEC A-0.01 (E) ELECTRICAL POLE (E) WATER HEATER. FOR 548 & 550 (N) STAIRS (N) PERMEABLEPAVERS. SEEDETAIL BELOW (N) GAS METERS. FOR 552 & 554 (N) CMU WALL TO MATCH EXISTING HEIGHT VACANT PARCEL (LA CITY DWP) ADU ABOVE 13'-7" 18 182 5'-5" ENCROACHMENTS PERMITTED TO BE IN PUBLIC UTILITY EASEMENT FROM 1941 BUILDING PERMIT(BUILDING PERMIT#15842) IN ACCORDANCETO BMC 7-3-702(C). 2'-6" EASEMENT EASEMENT7'-6" UP 15 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1,024 SQ.IN. OF FLOOR AREA, ANDENCOMPASS 30 IN DIAMETER CIRCLE INSULATION · ROOF R-38 · WALLS R-15 UPUP 14 1'-7" 2'-6"1'-7" 2'-9" 14 4'-0" TOTAL ADU 631 SQ.FT. 20'-0" 8'-9" 3'-0"13'-7"2'-5" 19'-0" 7 102 2'-5"2'-0" 9'-7" 9" TEMPERED 107 BATHROOM40SQ.FT. 3'-9"11'-8" 1'-9" 14 2'-0"1'-6" 106 205 105 2'-5"2'-0" 9" 12 1'-5" 1'-5" LIVING ROOM 105102SQ.FT. 103 106 104105 2'-11"7'-1" 3'-4" 4'-9" 2'-6"1'-5" 42'-0" 16'-6" 3'-6" HALLWAY HALLWAY 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

D) SMOKE DETECTORS SHALL BE "HARDWIRED" ANDSHALL BE EQUIPPEDWITH BATTERY BACKUP.

554 N. NIAGARA FLOOR PLAN(SECOND FLOOR) SCALE: 1/4" = 1'-0" 2 LEGEND SD CMA SMOKE ALARM REQUIREMENTS:

GENERAL NOTES 1 2 UNIT ENTRY 1/2" TRANSITIONAT DOOR REQUIRED TYP ATTIC ACCESS, MIN22" x 30". 30" MINHEAD CLEAR SEE DETAIL 4/A-7.02 N/AN/AN/AMILLWORK BY OWNER PLUMBING FIXTURE BY OWNER FLOOR TRANSITIONS. SEE DETAIL 10/A-7.01 (N) RANGELANDINGWITH HOOD REFRIGERATOR BY OWNER 12" x 12" MINPLUMBING ACCESS 1-1/2" THRESHOLD (N) MINI-SPLIT HVAC SYSTEM. NO DUCTS. SEE SPEC A-0.02 ADU ABOVE ADU BELOW 3 4 5 6 7 8 9 10 11 12 ENERGY STAR W/ HUMIDISTAT EXHAUST FAN50CFM TO OUTSIDE SMOKE DETECTORS TO BE HARD-WIRED W/ BATTERY BACK-UP TYP CARBONMONOXIDE ALARM DOOR TAG. SEE SCHEDULE WINDOW TAG. SEE SCHEDULE (N) 2x XTUD WALL @ 16" OC W/ 5/8" GYP BD & 7/8" THK STUCCO 1HR FIRE RATED WALL. SEE DETAIL 10/A-7.03 (N) 2x XTUD WALL @ 16" OC W/ 5/8" GYP BD 13 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTEDACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE LINES ARE LOCATEDON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 2. AN APPROVAL SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLEDON THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER

WALL ADJACENT TO SHOWER ANDAPPROVEDSHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1210.2.3, 2406.4.5, R307.2, R308.4) 5. WATER HEATER MUST BE STRAPPEDTO WALL. (SEC. 507.3 & LAPC) 6. SPRINKLER SYSTEM MUST BE APPROVEDBY THE MECHANICAL DIVISION PRIOR TO INSTALLATION. 7. A FIRE ALARM (VISUAL ANDAUDIBLE) SYSTEM IS REQUIRED. THE ALARM SYSTEM MUST BE APPROVEDBY THE FIRE DEPARTMENT ANDELECTRICAL PLAN CHECK PRIOR TO INSTALLATION. (LAMC 57.122) 8. CARBON MONOXIDE ALARM IS REQUIREDPER (SEC. 420.6, R315) GENERAL NOTES PLANNOTES 552 N. NIAGARA FLOOR PLAN(FIRST FLOOR) SCALE: 1/4" = 1'-0" 1 36'-2" 20'-0"22'-0" 15'-0" 8'-0"5'-0" 3'-6"2'-3"11'-10"6'-8" 4'-1"3'-6"42'-0" 36'-2" 9'-2"5'-0"20'-0" 118BEDROOMSQ.FT.103 BATHROOM116BEDROOMSQ.FT.20240SQ.FT. DINING ROOM 126 DINING/LIVING101SQ.FT.120SQ.FT.2012'-6"2'-6" 17'-8"11'-10"6'-8"2'-0"2'-0"5'-5" 3'-6"16'-6" 3'-0"5'-8"5'-4" FOYER/KITCHEN117SQ.FT.100 TEMPERED 4'-10" 20'-5" 8'-0"5'-0" 5'-6"2'-6"2'-9"2'-3" 2'-0"2'-0" 2'-6"FOYER/KITCHEN123SQ.FT.200 101 104 102 101 12'-0" 201 202203 204 205 201 204 206 203 202 12'-0" 3'-9"3'-4" 1 A-4.0 4 A-4.0 A-4.02 3 A-4.0 20'-5" A-4.01 A-4.04 2 A-4.0 A-4.03 6 6 7 9 9 10 10 11 11 12 13 13 14 15 15 16 103 A-5.02 A-5.0A-5.011 A-5.02 16 14 TOTAL ADU 532 SQ.FT. 22x30 2 WATER HEATER REQUIREMENTS: NEW INSTALLATION OF GAS WATER HEATER SHALL HAVE ALL THE FOLLOWING AS PER 2019 CALIFORNIA ENERGY CODE 15.0.0(N) A) A 120V ELECTRICAL RECEPTACLE IS WITHIN 3 FEET FROM THE WATER HEATER ANDACCESSIBLE WITH NO OBSTRUCTIONS. B) A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION ANDTHE WATER HEATER. C) A CONDENSATE DRAIN NO MORE THAN

SD CMA SD SD 1 2 3 4 5 6 7 A B C D E F G SD CMA SD SD A B C D E F G 1 2 3 4 5 6 7 552 & 554 NNIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550NNIAGARA ST BURBANK CA (818)468-559291505 KEYNOTES 1. VERIFY-IN-FIELDACCURACY OF GRIDLINES. REPORT TO DESIGNER ANY DISCREPANCIES BETWEEN DRAWINGS ANDFIELDCONDITION. 2. SEE SHEET A-0.0 FOR SYMBOLS & ABBREVIATIONS. 3. WHEN PROVIDED, SEE CIVIL PLANS FOR THE BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS 4. ALL DIMENSIONS ARE TO FACE OF MASONRY,CONCRETE, STUD, OR CENTERLINE OF COLUMN. 5. PROVIDE FIRE BLOCKING IN CONCEALEDSPACES OF STUDWALLS, INCLUDING FURREDSPACES, AT 10' INTERVALS BOTH VERTICALLY ANDHORIZONTALLY. 6. WHEN PROVIDED, SEE STRUCTURAL DRAWINGS FOR BUILDING SECTION. 7. SIZE ANDLOCATION OF FRAMING ANDPLYWOODSHEATHING. 8. SPECIAL NAILING ANDBLOCKING REQUIREMENTS. 9. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER ANDELECTRICAL SYSTEMS. IN FIRE RATEDASSEMBLIES PROVIDE RATEDACCESS PANELS WITH SELF CLOSING DEVICES. 10. FOR DOOR & WINDOW SCHEDULE SEE SHEET A-7.0 ANDA-7.01 11. GREEN NOTES: NEW PLUMBING FIXTURES ANDFITTINGS SHALL NOT EXCEEDTHE MAXIMUM ALLOWABLE FLOW RATES SPECIFIED. 12. THE HEATING ANDAIR-CONDITIONING SYSTEM SHALL BE SIZEDANDDESIGNED USING ANSI/ACCA MANUAL J-2011. ANSI/ACCA 29-D-2014 OR ASHRAE HANDBOOKS ANDHAVE THEIR EQUIPMENT SELECTEDIN ACCORDANCE WITH ANSI/ACCA 3 MANUAL S-2014. (4.507.2) 13. EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT ANDBE DUCTEDTO TERMINATE TO THE OUTSIDE OF THE BUILDING. 14. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLEDBY A HUMIDITY CONTROL. PLANNOTES

A) AN APPROVEDCARBON MONOXIDE ALARM SHALL BE INSTALLEDFOR NEW CONSTRUCTION ANDALTERATION, REPAIR OR ADDITIONS REQUIRING PERMIT EXCEEDING $1000. B) CO ALARMS SHALL BE "HARDWIRED" ANDSHALL BE EQUIPPEDWITH BATTERY BACKUP. C) CO ALARMS SHALL BE LISTEDFOR COMPLIANCE WITH UL 2034, UL 217, UL 2075, ANDMAINTAINEDPER NFPA 720. D) CO ALARMS SHALL BE INSTALLEDOUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS ANDON EVERY LEVEL FO A DWELLING UNIT INCLUDING BASEMENT. E) CO ALARM SHALL BE INTERCONNECTEDSUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DWELLING UNIT. F) IN EXISTING DWELLING UNIT, A CO ALARM IS PERMITTEDTO BE BATTERY OPERATEDWHERE REPAIR OR ALTERATION DO NOT RESULT IN THE REMOVAL OF WALL OR CEILING FINISHES. ANDBE RIGIDLY CONNECTEDTO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158 AND180,670) SEPARATE PLUMBING PERMIT IS REQUIRED.

3. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS ANDTOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION.

4. PROVIDE (70) (72) INCH HIGH NON-ABSORBENT 2 INCHES HIGHER THAN THE BASE ON WATER HEATER FOR NATURAL DRAINING. D) A GAS SUPPLY LINE WITH CAPACITY OF AT LEAST 200,000 BTU/HR. PLUMBING FIXTURES ANDFIXTURE FITTINGS ON THE PLANS SHALL COMPLY WITH THE FOLLOWING FLOW RATES: A. WATER CLOSETS 1.28 GPF B. SINGLE SHOWERHEAD 1.8 GPM @ 80PSI C. MULTIPLE SHOWERHEADS 1.8 GPM AT 80PSI FOR ALL COMBINEDSHOWERHEADS D. LAVATORY FAUCETS 1.2 GPM AT 60PSI E. METERING FAUCETS- 25 GALLONS PER CYCLE F. KITCHEN FAUCETS 1.5 6PM @ 6 OPSI ALL SHOWER ANDTUB-SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMIBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING TYPE VALVE. ALL NEW REPLACEMENT ANDEXISTING WATER HEATERS SHALL BE STRAPPEDTO THE WALL IN TWO PLACES. ONE OF THE UPPER 3 OF THE TANK, ANDONE ON THE LOWER 3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE PROVIDECONTROLS.6'-0"HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER ANDAPPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. SHOWER DOORS SHALL SWING

CARBON MONOXIDE ALARM REQUIREMENTS:

GFCI GFCI 36 GFCI ±36 GFCI ±36 BELOW GFCI 36 CMA SD SD J BELOW SD CMA SD SD SD 552 &554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550 N NIAGARA ST BURBANK CA (818)468-559291505 ELECTRICAL NOTES CONT. ELECTRICAL LEGEND ELECTRICAL NOTES 552 N. NIAGARA ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 1 LED RECESSED DOWNLIGHT - VERIFY LOCATION IN FIELD ENERGY STAR W/ HUMIDISTAT EXHAUST FAN 50 CFM TO OUTSIDE ELECTRICAL DUPLEX OUTLET GFI ELECTRICAL DUPLEX OUTLET SWITCH HOSEEXTERIORJUNCTIONLOCATIONBOXWALLLIGHTSBIBSMOKEDETECTORSTOBE HARD-WIRED WITH BATTERY BACK-UP, TYP CARBON MONOXIDE ALARM LIGHTING NOTES PLUMBING LEGEND MEP PLAN CHECK 552 N. NIAGARA PLUMBING PLAN SCALE: 1/4" = 1'-0" 2 HOT CONNECTIONCLEANCOLDWATERWATER4"WASTELINEOUTAREA KEYNOTES 1 2 (N) TANKLESS WATER HEATERS. SEE SPEC A-0.02 (N) INDOOR CIRCUIT BREAKER. SEE SPEC A-0.01 1 2 CERTIFICATE OF COMPLIANCE SD CMA GFI 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

SD CMA SD GFCI GFCI 36 GFCI ±36 GFCI ±36 BELOW GFCI 36 J BELOW SD SD CMA SD SD 552 &554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550 N NIAGARA ST BURBANK CA (818)468-559291505 ELECTRICAL NOTES CONT. 554 N. NIAGARA ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 1 ELECTRICAL LEGEND ELECTRICAL NOTES SD CMA GFI LEDRECESSEDDOWNLIGHT - VERIFY LOCATION IN FIELD ENERGY STAR W/ HUMIDISTAT EXHAUST FAN 50 CFM TO OUTSIDE ELECTRICAL DUPLEX OUTLET GFI ELECTRICAL DUPLEX OUTLET SWITCH HOSEEXTERIORJUNCTIONLOCATIONBOXWALLLIGHTSBIBSMOKEDETECTORSTOBE HARD-WIREDWITH BATTERY BACK-UP, TYP CARBON MONOXIDE ALARM LIGHTING NOTES PLUMBING LEGEND MEP PLAN CHECK 554 N. NIAGARA PLUMBING PLAN SCALE: 1/4" = 1'-0" 2 1 3 CERTIFICATE OF COMPLIANCE HOT CONNECTIONCLEANCOLDWATERWATER4"WASTELINEOUTAREA KEYNOTES 1 2 (N) TANKLESS WATER HEATERS. SEE SPEC A-0.02 (N) INDOOR CIRCUIT BREAKER. SEE SPEC A-0.01 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

4. IN OPENINGS AROUNDVENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, ANDSIMILAR OPENINGS WHICH AFFORDA PASSAGE FOR FIRE AT CEILING ANDFLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS; AND

1. THE FOLLOWING ITEMS SHALL COMPLY WITH SPECIFIC I.C.C. HOLDOWNS, STRAPS, FRAMING CLIPS, RETROFIT ANCHOR BOLTS, SHEAR PLATES, JOIST HANGERS.

AND

KEYNOTESROOFPLAN CONSTRUCTIONLEGENDROOF NOTES 1. CONTRACTOR SHALL PROVIDE ANDINSTALL ROOFING IN ACCORDANCE WITH GAF ASTM SPECIFICATION NO D4601 OR APPROVEDEQUAL. 2. CONTRACTOR SHALL PROVIDE ANDINSTALL ROOFING IN ACCORDANCE WITH THE SYSTEM MANUFACTURERS REQUIREMENTS FOR A CLASS A FIRE RETARDENT ROOFING, THAT CAN BE GUARANTEEDFOR TWELVE YEARS WHEN INSTALLEDUNDER MANUFACTURER'S OBSERVATION, COMPLYING WITH STATUTORY REQUIREMENTS AT THE PLACE OF CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION TO THE DESIGNER THAT APPLICATOR IS APPROVEDBY SYSTEM MANUFACTURER. 4. THE OWNER RESERVES THE RIGHT TO EMPLOY A ROOFING CONSULTANT FOR THE PURPOSE OF FIELDOBSERVATION ANDTESTING ANDTO ADVISE OWNER ANDCONTRACTOR REGARDING COMPLIANCE OF THIS WORK WITH THE CONTRACT REQUIREMENTS FOR ANDRELATEDTO ROOFING. 5. CONTRACTOR SHALL PROVIDE SYSTEM MANUFACTURERS WRITTEN APPROVAL OF MODIFICATIONS CONTAINEDHEREIN OF THEIR REQUIREMENTS FOR THE SPECIFIEDSYSTEM(S) 6. CONTRACTOR SHALL INSTALL INTERPLIES, CAP SHEET ANDBASE FLASHING IN A MANNER TO ACHIEVE, AS NEARLY AS POSSIBLE, AN UNBROKEN FILM OF ASPHALT, FREE OF VOIDS, BETWEEN EACH LAYER. CONTRACTOR IS RESPONSIBLE FOR METHODOF ACHIEVING THIS RESULT.

3. DRAFT STOPS SHALL BE PROVIDEDWITHIN A CONCEALEDFLOOR-CEILING ASSEMBLY FORMEDOF COMBUSTIBLE CONSTRUCTION. (1000 S.F. AND60' MAX BETWEEN DRAFT STOPS)

3. IN CONCEALEDSPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ANDBETWEEN STUDS ALONG ANDIN-LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.

6. PROVIDE FIRE BLOCKING IN CONCELAEDSPACES OF STUDWALLS, PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING ANDFLOOR LEVEL, ANDAT 10 FOOT INTERVALS BOTH VERTICAL ANDHORIZONTAL.

1. IN CONCEALEDSPACES OF STUDWALLS ANDPARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING ANDFLOOR LEVELS ANDAT 10 FOOT INTERVALS BOTH VERTICAL ANDHORIZONTAL.

7. ALL ROOF PENETRATIONS SHALL NOT BE CLOSER THAN 18" TO CURBS, CRICKETS, WALLS ETC. CONTRACTOR TO REMOVE ALL EXISTING MECHANICAL UNITS ACCESSORIES.

7. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .019 IN. (NO. 26 GALVANIZEDSHEET) ROOF DIAPHRAMG NAILING TO BE INSPECTEDBEFORE COVERING. FACE GRAIN OF PLYWOODSHALL BE PERPENDICULAR TO

5. AT OPENINGS BETWEEN ATTIC SPACES ANDCHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS.

SUPPORTS. ATTIC VENTS CALCULATIONS: ROOF AREA FIRST FLOOR ZONE 1 150/150 = 1.0 REQ. SF. = 1.0 SECONDFLOORZONE2:225/150 = 1.5 ZONE 3: 340/150 = 2.3 REQ. SF. = 3.8 FORNOTE:ROOF COVERING INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1 2 (N) ASPHALT SHINGLES. GC TO FOLLOW CALIFORNIA ROOF FRAMING (CLASS "A" ASPHALT SHINGLES, ESR-3267) OWENS CORNING OAKRIDGE SIERRA GREY. SEE SPEC BELOW WALL BELOW (FIRST FLOOR) WALL BELOW (SECONDFLOOR) RAIN DOWNSPOUTGUTTERTOPOFRIDGEWHIRLYBIRDVENTGABLEVENT(N)ASPHALTSHINGLE (CLASS "A") ROOF (1 HR FIRE RATED) SEE DETAIL 9/A-7.03 (N) FRONT DOOR ARCHITECTURAL TEMPORARY AWNING (1 HR FIRE RATED) SEE DETAIL 7/A-7.03 (N) MINI-SPLIT HVAC SYSTEM. NO DUCTS. FIRST FLOOR. SEE SPEC A-0.02 (N) MINI-SPLIT HVAC SYSTEM. NO DUCTS. SECONDFLOOR. SEE SPEC A-0.02 ROOF EAVE FLUSH WITH BUILDING 3 4 5 EXHAUST FAN SLOPE DIRECTION ATTIC VENTS PROVIDED: FIRST FLOOR ATTIC VENTS REQ. 1.0 S.F. (144 SQ. IN.) = 144 SQ. IN. WHIRLYBIRDVENTS AT 300 SQ. IN. EACH = 300 SQ. IN. PROVIDED TOTAL VENT NET FREE AREA PROVIDED300 SQ. IN. SECONDFLOORATTICVENTSREQ. 3.8 S.F. (144 SQ. IN.) = 547 SQ. IN. 2 16x16 GABLE VENTS AT 302 SQ. IN. EACH = 604 SQ. IN. PROVIDED TOTAL VENT NET FREE AREA PROVIDED604 SQ. IN. 6 7 COOL ROOFCOOL ROOF SPECS ROOF PLAN SCALE: 1/4" = 1'-0" 1 1 10'-6"4'-4"20'-0" 21'-9"6'-4"7'-4" 8" 8" 5'-8" 8" 8" 8" 2'-8"5'-5" 8" 8" 8" 8 3 2 55 5 4 4 4 DESIGNATEDSOLAR ZONE AREA REQUIRED: 250 SQ FT PROVIDED: 250 SQ FT ZONE 3 SLOPE 1:5 ZONE 2 SLOPE 1:2 88 1'-4" 31'-6" 13'-5" 9 9 10 10 11 11 12 37'-6" 20'-8" 12 2'-0"8" 6 2 10 3'-6" 19'-0" 5'-2" 9 8" SLOPE 1:4 ZONESLOPE1 1:4ZONE 1 4'-0"4'-4" 4'-10"4'-1"1'-8"1'-10" 7 13 13 13 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

ROOF NOTES:

2. AT ALL INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFIT, DROP CEILINGS, AND COVE CEILINGS;

4. DRAFT STOPS SHALL BE PROVIDEDWITHIN ATTICS, MANSARDS, OVERHANGS, ANDSIMILAR CONCEALEDSPACES FORMEDOF COMBUSTIBLE CONSTRUCTION. (3000 S.F. AND60' MAX.)

2. ICBO EVALUATION REPORTS OR LARR's ARE ACCEPTABLE FOR THE FOLLOWING NON-STRUCTURAL ITEMS; PROVIDE REPORT NUMBER. ROOFING TILE.

5. NOTCHING OF EXTERIOR ANDBEARING/NON BEARING WALLS SHALL NOT EXCEED25% 40% OF ITS WIDTH, RESPECTIVELY. BOREDHOLES IN BEARING/NON BEARING WALLS SHALL NOT EXCEED40% 60% OF ITS WIDTH RESPECTIVELY.

GENERAL NOTES 552 & 554 NNIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550NNIAGARA ST BURBANK CA (818)468-559291505 ATTIC VENT CALCULATIONS FIRE BLOCKING NOTES

NOTES 1SCALE: 1/4" = 1'-0" NORTH ELEVATION 3SCALE:1/4" = 1'-0" WEST ELEVATION 2SCALE: 1/4" = 1'-0" SOUTH ELEVATION 4SCALE: 1/4" = 1'-0" EAST ELEVATION 552 & 554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550N NIAGARA ST BURBANK CA (818)468-559291505 FIRE SEPARATION CALCULATIONS 1 2 7/8" STUCCO (N) LANDING (N) ASPHALT SHINGLE (CLASS"A") ROOF (N) ATTIC OPENABLEVENTESCAPE WINDOW (N) WEEPSTAIRSSCREED 8" ABOVE NATURAL GRADE. SEE DETAIL 3/A-7.03 N/A(E)MULTI-FAMILY DWELLING (N) ASPHALT SHINGLE (CLASS"A") ROOF (1 HR FIRE RATED) SEE DETAIL 9/A-7.03 (N) FRONT DOOR ARCHITECTURAL TEMPORARY AWNING(1 HR FIRE RATED) SEE DETAIL 7/A-7.03 (N) BATHROOM VENT FAN OUTLET 3 4 5 6 7 8 FINISH0'-0" FLOOR FINISH GRADE +9'-0"6" CEILINGA.F.F.FIRST FLOOR +6'-8" +22'-6"FINISH+10'-0"WINDOWA.F.F.HEADERA.F.F.SECONDFLOORA.F.F.T.O.RIDGE+16'-8"A.F.F.WINDOWHEADER LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY 4'-0" SIDE SETBACK 4'-0" SIDE SETBACK SECOND7'-6"FLOORSETBACK 5'-0" 5'-0" 23'-0" BUILDINGOFHEIGHT 5' 1'SLOPE=.2 2' 1' SLOPE=.5 1 1 1 1 2 2 3 3 44 6 6 7 7 7 9 9 9 9 20x24 5 +18'-7.75" A.F.F. B.O. TO+19'-0"EAVEA.F.F.TOPPLATE FINISH0'-0" FLOOR FINISH GRADE +9'-0"6" CEILINGA.F.F.FIRST FLOOR +6'-8" +22'-6"FINISH+10'-0"WINDOWA.F.F.HEADERA.F.F.SECONDFLOORA.F.F.T.O.RIDGE+16'-8"A.F.F.WINDOWHEADER23'-0" BUILDINGOFHEIGHT +18'-10.375" A.F.F. B.O. TO+19'-0"EAVEA.F.F.TOPPLATE 0'-0" FINISH FLOOR FINISH+9'-0"GRADE-6"A.F.F.CEILINGFIRST FINISHWINDOW+6'-8"FLOORA.F.F.HEADER+10'-0"A.F.F.SECONDFLOOR+22'-6"A.F.F.T.O.RIDGE+16'-8"A.F.F.WINDOWHEADER 23'-0" BUILDINGOFHEIGHT +18'-10.375"TO+19'-0"B.O.A.F.F.EAVEA.F.F.TOPPLATE +19'-0" A.F.F. TO TOP +18'-7.75"PLATEA.F.F.B.O.EAVE FINISH0'-0" FLOOR FINISH GRADE +9'-0"6" CEILINGA.F.F.FIRST FLOOR +6'-8" +22'-6"FINISH+10'-0"WINDOWA.F.F.HEADERA.F.F.SECONDFLOORA.F.F.T.O.RIDGE+16'-8"A.F.F.WINDOWHEADER23'-0" BUILDINGOFHEIGHT +18'-10.375" A.F.F. B.O. TO+19'-0"EAVEA.F.F.TOPPLATE+19'-0" A.F.F. TO TOP +18'-7.75"PLATEA.F.F.B.O.EAVE 5'-10" 10 11 11 11 3 3'-4" 3'-4" 6'-10" 6'-10" ANY ADDITION OR CHANGESMADE TO THE APPROVED EXTERIOR ELEVATION DESIGN EITHER ON THE DRAWINGSOR DURINGCONSTRUCTION WILL REQUIRE PLANNINGDIVISION AND BUILDING& SAFETY DIVISION REVIEW AND APPROVAL AND MAY RESULT IN A DELAY OF THE PROJECT OR THE REMOVAL OF NON-APPROVED WORK. FIRE SEPARATION OPENINGCALCULATION: EXTERIOREXISTINGDWELLINGUNITS:WALLDISTANCE SQ FT % ALLOWABLE PROVIDED NORTH ELEVATION: 550 N NIAGARA: 3' TO < 5' 312 SQ FT x .25 = 78 SQ FT 35 SQ FT 548 N NIAGARA: 3' TO < 5' 262 SQ FT x .25 = 66 SQ FT 36 SQ FT EAST ELEVATION: 550 N NIAGARA: 3' TO < 5' 105 SQ FT .25 = 26 SQ FT 12 SQ FT NEW EXTERIORDWELLINGUNITS:WALLDISTANCE SQ FT % ALLOWABLE PROVIDED NORTH ELEVATION: FIRST FLOOR: 0' TO < 3' 210 SQ FT x NOT PERMITTED 0 SQ FT 3' TO < 5' 231 SQ FT x .25 = 58 SQ FT 35 SQ FT SECOND FLOOR: 3' TO < 5' 380 SQ FT x .25 = 95 SQ FT 24 SQ FT SOUTH ELEVATION: FIRST FLOOR: 0' TO < 3' 67 SQ FT x NOT PERMITTED 0 SQ FT 3' TO < 5' 143 SQ FT .25 = 36 SQ FT SECOND FLOOR: 0' TO < 3' 43 SQ FT x NOT PERMITTED 3' TO < 5' 167 SQ FT .25 = 42 SQ FT WEST ELEVATION: FIRST FLOOR: 0' TO < 3' 38 SQ FT x NOT PERMITTED 3' TO < 5' 46 SQ FT x .25 = 10 SQ FT SECOND FLOOR: 0' TO < 3' 38 SQ FT x NOT PERMITTED 3' TO < 5' 46 SQ FT x .25 = 12 SQ FT EAST FIRSTELEVATION:FLOOR: 0' TO < 3' 143 SQ FT NOT PERMITTED 3' TO < 5' 57 SQ FT x .25 = 14 SQ FT 3 14 A-7.04 10 A-7.04 2 STAIR NOTES: 1. MINIMUM CLEAR WIDTH OF 36”. (CRC R311.7.1, CBC 1011.2 EXCEPTION 1) 2. MAXIMUM RISER HEIGHT OF 7¾” AND MINIMUM TREAD DEPTH OF 10”. (CRC R311.7.5.1, CRC R311.7.5.2, CBC 1011.5.2 EXCEPTION 3) 3. NOSINGPROJECTION SHALL BE PROVIDED ON STAIRWAY WITH SOLID RISERS EXCEPT WHERE THE MINIMUM TREAD DEPTH IS 11”. NOSING PROJECTION SHALL BE ¾” MINIMUM AND 1¼” MAXIMUM WITH A 9/16” MAXIMUM NOSING RADIUS OR ½” BEVEL. (CRC R311.7.5.3) 4. NOSINGSSHALL HAVE A CURVATURE OR BEVEL OF NOT LESS THAN 1/16 “BUT NOT MORE THAN 9/16 “. THE NOSING SHALL PROJECT NOT MORE THAN 1¼”. 5. OPEN RISERSARE PERMITTED PROVIDED THAT THE OPENING LOCATED MORE THAN 30” VERTICALLY TO FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4” DIAMETER SPHERE. (CRC R311.7.5.1) 6. MINIMUM HEAD ROOM OF 6'-8”. (CRC R311.7.2, CBC 1011.3) 7. A FLIGHT OF STAIRSSHALL NOT HAVE A VERTICAL RISE LARGER THAN 147” BETWEEN FLOOR LEVELS OR LANDINGS (CRC R311.7.3), OR 144” (CBC 1011.8) 8. FRAMING(STRINGER) SIZE, BRACING, CONNECTIONS, FOOTINGS. 9. ENCLOSED ACCESSIBLE SPACE UNDER INTERIOR STAIR REQUIRES 1 LAYER OF ½” GYPSUM BOARD ON ENCLOSED SIDE. (CRC R302.7, CBC 1011.7.3) GUARDRAIL NOTES: 1. PROVIDE 42” MINIMUM HIGH GUARDS FOR OPEN-SIDED WALKING SURFACES, PORCHES, BALCONIES, INCLUDINGSTAIRS, RAMPSAND LANDINGSTHAT ARE LOCATED MORE THAN 30 INCHESABOVE GRADE OR FLOOR BELOW WITHIN 36” TO THE EDGE OF THE OPEN SIDE. OPENINGSBETWEEN RAILSSHALL BE LESSTHAN 4 INCHESIN DIAMETER. 2. THE TRIANGULAR OPENINGSFORMED BY RISER, TREAD AND BOTTOM OF GUARDRAIL SHALL BE SIZED SO THAT A 6" SPHERE CANNOT PASS THROUGH. 3. GUARDSON THE OPEN SIDE OF STAIRSSHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8” IN DIAMETER. KEYNOTES BEDROOM NOTES: IN EVERY BEDROOM, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING ALL THE FOLLOWING 1. A NET CLEAR OPENINGAREA OF NOT LESSTHAN 5.7 SF 2. A MINIMUM CLEAR HEIGHT OF 24 IN 3. A MINIMUM CLEAR WIDTH OF 20 IN 4. THE BOTTOM OF THE CLEAR OPENINGNOT GREATER THAN 44 IN MEASURED FROM THE FLOOR 7 11 11 11 12 12 12 5'-10" 2'-10" 5 24x20 (E) 1'-8" FIRSTSETBACKFLOOR SECOND7'-6"FLOORSETBACK (E) 1'-8" FIRSTSETBACKFLOOR4'1'SLOPE=.25 4' SLOPE=.25 1' 2'-6" 2'-0" 10 10 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

12. THE AREA OF EXTERIOR WALL OPENINGS OF NON-SPRINKERED DWELLINGS AND ACCESSORY BUILDINGS LOCATED = 3-FT AND < 5-FT TO THE PROPERTY LINE SHALL BE LIMITED TO 25% OF THE WALL AREA. EXTERIOR WALL OPENINGS ARE UNLIMITED WHEN EXTERIOR WALLS ARE LOCATED = 5-FT FOR NON-SPRINKLERED BUILDINGS AND = 3-FT FOR SPRINKLERED BUILDINGS.

13. EAVES SHALL BE OF 1-HR FIRE-RESISTIVE CONSTRUCTION ON THE UNDERSIDE WHEN LOCATED BETWEEN 2-FT AND 5-FT FROM THE PROPERTY LINE FOR NON-SPRINKLERED BUILDINGS AND BETWEEN 2-FT AND 3-FT FROM THE PROPERTY LINE FOR SPRINKLERED BUILDINGS. DETACHED GARAGES WITHIN 2-FT OF A PROPERTY LINE MAY HAVE A MAXIMUM 4-INCH EAVE, PROVIDED THE EAVE DOES NOT EXTEND OVER THE PROPERTY LINE AND IS ALLOWED BY THE ZONING CODE. 14. EAVES SHALL NOT PROJECT MORE THAN 4" FOR EACH ONE FOOT OF REQUIRED SIDE YARD, AND SHALL PROVIDE A MINIMUM 30" CLEAR SPACE BETWEEN THE EAVE AND THE PROPERTY LINE (LAMC 12.22C20(B)). 15. EXTERIOR PLASTER (STUCCO) WALLS SHALL BE PROVIDED WIT HA CORROSION RESISTANT WEEP SCREED COMPLYING WITH SECTION R703.7.2.1. SEE

STRUCTURAL SHEET (S-1,S-2, S-3) 3 4 FINISH0'-0" FLOOR +9'-0" CEILINGA.F.F.FIRST FLOOR 9'-0" FLOORFINISHFROMHEIGHT FLOORFIRSTCEILINGTO +19'-0" A.F.F. TO TOP PLATE 9'-0" FLOORFINISHFROMHEIGHT PLATETOPTO +22'-6" T.O.RIDGEA.F.F. FINISH0'-0" FLOOR +9'-0" CEILINGA.F.F.FIRST FLOOR 9'-0" FLOORFINISHFROMHEIGHT FLOORFIRSTCEILINGTO +10'-0" A.F.F. FINISH SECOND FLOOR +19'-0" A.F.F. TO TOP PLATE 9'-0" FLOORFINISHFROMHEIGHT PLATETOPTO +22'-6" T.O.RIDGEA.F.F. BEDROOMKITCHEN DINING ROOM BEDROOMRESTROOM +10'-0" A.F.F. FINISH SECOND FLOOR R15 R38(PERINSULATIONTITLE24)INSULATION(PERTITLE24) 2'-6" ATTIC(BEYOND)ACCESS 7 A-7.03 FIRE SEPARATION: FOR FIRE SEPARATION BETWEEN THE ADU'S ON THE TOP FLOOR AND BOTTOM PROVIDE 2 LAYERS OF 5/8" TYPE X GYP. BROAD. BEDROOMKITCHEN LIVING ROOM RESTROOMW/D BEDROOM LIVING ROOM HALWAY 07801 1HR EXTERIOR PLASTER WALL -1 3"-1'-0" (0.25) EXTERIORINTERIOR CONSTRUCT ACCORDING TO: CBC TABLE 721.1(2) 15-1.3 STC = 50 MIN. 7 8 BARRIERSTUCCOEXTERIORWEATHERRESISTANT5/8"TYPE'X'GYPSUMBOARDSTRUCTURALSHEATHINGWHEREOCCURS2x4MIN.WOODFRAMINGINSULATIONASREQ'D 9 A-7.03 (2)5/8" TYPE 'X' GYPSUM BOARD (1 HR FIRE RATED) 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

552 & 554 N NIAGARA ST BURBANK CA 91505 TWO ADUS PHILIPPE ESKANDAR 550N NIAGARA ST BURBANK CA (818)468-559291505 3SCALE:1" = 1'-0" EXTERIOR WALL SECTION 5SCALE: 1 1/2" = 1'-0" 1HR RATED EXTERIOR WALL 4SCALE:1" = 1'-0" INTERIOR WALL SECTION E.N. 8D @ 6"OC 1/2" WOOD STR PANEL W/ 8D @ 6"/6"/12" OC (COMMON NAILS) 2X ROOF R 2X SOLID BLOCKING W/ APPROVED FRAMING ANCHOR EA. BLOCK RAFTER TIE CONNECTION 2X CEILING JOISTS W/ R-38 BATT. INSUL. DOUBLE TOP PLATE WHERE STUCCO IS APPLIED OVER R-15(DFGRADEPROVIDESHEATHING2-LAYERS"D"PAPERUNDERLATH2X4STUDWALL@16"OCSTUDGRADE-MINIMUM)+10(BATT+RIDGEINSUL.)15/32"WOODSTR.PANELORSTUCCOSHEARPANEL2XP.T.SILLW/1/2"X10"A.B.@6"OC,.229"X3"X3"PLATEWASHERS3-1/2"CONC.SLAB#4DEFORMEDREINF.@16"OCEAWAY2"SANDBED,6MILVAPORRETARDER#3DOWELS@24"OCEXTEND36"INTOSLAB(FORTWOPOUR)(2)#4BAR,TOP(2)#4BAR,BOTTOM SEE NOTE 8"24"15 12" CLR3" T.O FINISHEDCONC.GRADE UNDIST. GROUND GENERAL NOTES 3" MINIMUM CEILING JOIST - LAP @ BEARING WALL W/ NAILS PER RAFTER TIE CONNECTION 2X SOLID BLOCKING 2X CEILING JOISTS W/R-30 BATT. INSUL. 2X DOUBLE TOP PLATE 2X4 STUD WALL @ 16" OC (STUD GRADE) 2X P.T. SILL W/ 1/2" X 10" A.B. @ 6" OC, .229" X 3" X 3" PLATE WASHERS 3-1/2" CONC. SLAB #4 DEFORMED REINF. @ 16" OC EA WAY 2" SAND BED, 6 MIL VAPOR RETARDER #3 DOWELS @ 24" OC EXTEND 36" INTO SLAB (FOR TWO POUR) 12" T.O CONC. UNDIST. GROUND WALLBEARINGEXTERIORWALLBEARINGINTERIOR 2SCALE:1/4" = 1'-0" TRANSVERSE CROSS SECTION SCALE:1/4" = 1'-0" LONGITUDINAL CROSS SECTION 1.NOTES:ANCHOR BOLTS 1/2" x 10" EMBEDDED 7" AND SPACED MAXIMUM 6' WITH .229" x 3" x 3" PLATE WASHERS, MINIMUM 2 ANCHOR BOLTS PER PIECE, LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF THE PIECE.

6. WHERE INTERIOR WALLS ARE SHEAR WALLS, WALL FRAMING AND SHEATHING SHALL EXTEND TO THE ROOF SHEATHING. 7. FOOTINGS ON OR ADJACENT TO SLOPES SHALL MEET THE REQUIREMENTS OF SECTION R403.1.7. 8. WALLS SEPARATING UNITS IN TOWNHOUSES SHALL BE PROVIDED WITH PARAPET IN ACCORDANCE WITH R302.2.2. 9. PROJECTS LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ) MUST ALSO INCORPORATE THE REQUIREMENTS OF SECTION R337 INTO THE DESIGN. 10. EXTERIOR WALLS OF DWELLINGS AND ACCESSORY STRUCTURES CLOSER THAN 5-FT (NON-SPRINKLERED) 3-FT (SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1-HR FIRE RESISTANCE RATED CONSTRUCTION. 11. NO OPENINGS OTHER THAN APPROVED FOUNDATION VENTS SHALL BE PERMITTED IN THE EXTERIOR WALLS IF DWELLINGS AND ACCESSORY BUILDINGS WHERE THE EXTERIOR WALL IS LESS THAN 3-FT TO THE PROPERTY LINE.

FOR MORE FOUNDATION INFORMATION

2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE PRESERVATIVE TREATED WOOD (AWPA U1) AND FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M4. FASTENERS (OTHER THAN ANCHOR BOLTS) IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 3. MINIMUM CONCRETE STRENGTH 2,500PSI. 4. EXTERIOR WALLS, BEARING WALLS AND BRACED WALL PANELS REQUIRE CONTINUOUS FOOTAGE. R403.1. 5. 23/32" PLYWOOD REQUIRED FOR 24" JOIST SPACING.

LOCATION:JOB ST.NIAGARAN.554&552 BURBANK,CA 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

1 2 3 4 5 6 7 A B C D E F G 1 2 3 4 5 6 7 A B C D E F G 1 2 3 4 5 6 7 A B C D E F G LOCATION:JOB ST.NIAGARAN.554&552 BURBANK,CA 02/05/21Date: Permit #: 552 554 N Niagara St BS2003797 BS2003798

PROJECTINFORMATION TITLE24ENVELOPE:DESIGNER:OWNER: A-1.0 COVERSHEETA-0.0 8 546 7 ARCHITECTURAL 9 10 NEWDETACHEDADU SITEPLAN A-2.0 ADUFLOORPLAN VICINITYMAP 111 12 13A-4.0 ADUEXTERIORELEVATIONS 14 A-7.0 15 DOOR&WINDOWSCHEDULE GENERALNOTES ABBREVIATIONSSYMBOLS INCLUDE:PROPOSED800SQFTADU.TYPEVB,SINGLESTORY,2BEDROOM&1BATHROOM,NON-SPRINKLER.MECHANICALELECTRICALPLUMBINGSUBMITTALS/PERMITSBYGENERALCONTRACTOR: FENCES/TRELLIS/PATIOPOOLS/SPAS/JACUZZISRETAININGSEPARATEPERMIT:WALLS/BOUNDARYWALLSCOVERS 1716 1336GRAYNOLDAVE.GLENDALE,CA91202 ADUBUILDINGSECTIONS1.2.4.5.3.7.6.8.30.29.28.27.26.21.22.23.25.24.10.9.12.11.13.15.16.14.18.20.19.17.THECONTRACTORSHALLEXAMINETHECONDITIONOFTHEPROJECTAREAANDPRIORTOCOMMENCEMENTOFWORK.REPORTALLDISCREPANCIESTOTHEARCHITECT.THECONTRACTORSHALLBERESPONSIBLEFORANDOBTAINALLPERMITS,LICENSE,ANDPAYALLREQUIREDFEES.DIMENSIONSSHOWNONPLANSARETOFACEOFEXTERIORMASONRY,CONCRETECOLUMNORGRIDLINESANDFACESOFGYPSUMBOARD,UNLESSOTHERWISENOTEDORDETAILED.CEILINGHEIGHTSONFINISHSCHEDULEAREFROMFINISHCEILINGCONTRACTORSHALLINTHEWORKOFALLTRADES,PERFORMANYANDALLCUTTING,PATCHING,REPAIRING,RESTORINGANDTHELIKENECESSARYTOCOMPLETETHEWORKANDTORESTOREANYDAMAGEDORAFFECTEDSURFACESRESULTINGFROMTHEWORKOFTHISCONTRACTTOTHEIRORIGINALCONDITIONANDTOTHESATISFACTIONOFTHEARCHITECTANDTHEOWNER.PROVIDEBLOCKINGBEHINDALLFIXTURES,CLOSETSHELVES,POLESETC.,WHEREINDICATEDORREQUIRED.EXTENDSOFFITFRAMINGTOSTRUCTUREABOVE,DIAGONALLYBRACEASREQUIRED.PROVIDEMETALBULLNOSECORNERBEADATALLOUTSIDECORNERSOFPLASTEREDORDRYWALLEDSURFACES;UNLESSOTHERWISENOTED.ALLFOOTINGSSHALLBEFOUNDEDINUNDISTURBEDNATURALSOILPERCODE.ALLEXTERIORWALLOPENINGS,WINDOWS,DOORS,VENTSFLASHING,COPINGANDEXPANSIONJOINTSSHALLBEWEATHERPROOF.INTHEEVENTEXCAVATIONSREVEALUNFAVORABLECONDITIONS,THESERVICESOFASOILSENGINEERAND/ORGEOLOGISTMAYBEREQUIRED.PROVIDESTIFFENERS,BRACING,BACKUPPLATE,ETC.,ASREQUIREDATSTUDWALLSFORSUPPORTOFTOILETROOMFIXTURESOROTHEREQUIPMENT.PRIORTOISSUANCEOFABUILDINGPERMIT,THEAPPLICANTSHALLHAVEEVIDENCEOFCURRENTWORKMAN'SCOMPENSATIONINSURANCECOVERAGEONFILEWITHTHEDEPARTMENTINCOMPLIANCEWITHTHELOCALLABORCODE.NOTRENCHESEXCAVATIONSORMOREDEPTHINTOWHICHAPERSONISREQUIREDTODESCENDOROBTAINNECESSARYPERMISSIONFROMTHESTATEOFCALIFORNIA,DIVISIONOFINDUSTRIALSAFETYPRIORTOTHEISSUANCEOFABUILDINGORGRADINGPERMIT.ALLDOORSMUSTOPENOVERALANDINGNOTMORETHAN1/2"BELOWTHETHRESHOLD.PROVIDE72"HIGHNON-ABSORVENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.FIRECLASSAROOFISREQUIRED.WHEREFACTORYFINISHEDONFACTORYPRIMEDITEMSOCCURSUCHASGRILLES,DIFFUSERS,METALTRIMANDACCESSORIES,ETC.,THEYSHALLBEPAINTEDTOMATCHTHEADJACENTSURFACEANDORASDIRECTEDBYTHEARCHITECT.ALLMATERIALSANDFINISHESINDICATEDONPLANSSHALLBENEWANDUNUSED.CONTRACTORSHALLCOORDINATEWORKPERFORMEDBYOTHERSUBCONTRACTORS,DISCREPANCIES,IFANY,SHOULDBEBROUGHTTOTHEATTENTIONODTHEARCHITECTFORRESOLUTIONBEFOREPROCEEDINGWITHTHEWORK.SHOULDTHEDRAWINGDISCREPANCIESINTHEMSELVESORWITHTHESPECIFICATIONSORSHOULDTHESPECIFICATIONSDISAGREEINTHEMSELVES,THEBETTERQUALITYAND/ORGREATERQUANTITYOFWORKAND/ORMATERIALSHALLBEESTIMATEDUPON,ANDUNLESSOTHERWISEORDEREDINWRITING,SHALLBEFURNISHEDANDINSTALLED.IFANYERROROROMISSIONSOCCURINTHECONTRACTDOCUMENTS,CONTRACTORSHALLNOTIFYTHEARCHITECTINWRITINGOFSUCHERROROROMISSION.IFCONTRACTORFAILSTOGIVESUCHNOTICE,HEWILLBEHELDRESPONSIBLEFORRESULTSOFSUCHERRORSANDOMISSIONSANDFORTHECOSTOFRECTIFYINGSAME.KEEPALLPIPINGASCLOSETOWALLSANDASHIGHTOUNDERSIDEOFFLOOR/ROOFFRAMINGASPOSSIBLE.DONOTSCALEDRAWINGS.CONTRACTORSHALLPROVIDEANDLOCATEACCESSPANELSASREQUIREDAFTERINSTALLATIONOFMECHANICALDUCTS,PLUMBINGANDELECTRICALWORK.COORDINATEWITHARCHITECT.ALLMILLWORK,ARCHITECTURALWOODWORK,WOODDOORS,MODULARANDCUSTOMCASEWORKSHALLBEMANUFACTUREDINACCORDANCEWITHTHESTANDARDESTABLISHEDINTHELATESTEDITIONOFTHEMANUALOFMILLWORKOFTHEWOODWORKINSTITUTEOFCALIFORNIAINTHEGRADEORGRADESSPECIFIEDTHEREINORASSHOWNONTHEDRAWINGS.THECONSTRUCTIONSHALLNOTRESTICTAFIVEFOOTCLEARANDUNOBSTRUCTEDACCESSTOANYWATERORPOWERDISTRIBUTIONFACILITIES(POWERPOLES,PULL-BOXES,TRANSFORMERS,VAULTS,PUMPS,VALVES,METERS,APPURTENANCES,ETC.)ORTOTHELOCATIONOFTHEHOOK-UP.THECONSTRUCTIONSHALLNOTBEWITHINTENFEETOFANYPOWERLINESWHETHERORNOTTHELINESARELOCATEDONTHEPROPERTY.FAILURETOCOMPLYMAYCAUSECONSTRUCTIONDELAYSAND/ORADDITIONALEXPENSES.FOOTINGSSHALLBESETBACKFROMTHEDESCENDINGSLOPESURFACEEXCEEDING3HORIZONTALTO1VERTICALASPERSECTION91.1806.5.3.ALLCONCENTRATEDDRAINAGE,INCLUDINGROOFWATER,SHALLBECONDUCTED,VIAGRAVITY,TOTHESTREETORANAPPROVEDLOCATIONATA2%MINIMUM.PROVIDERESIDENTIALFIRESPRINKLERSYSTEM.SPRINKLERCONTRACTORTOPROVIDESPRINKLERSHOPDRAWINGSANDPERMIT.SUBMITSHOPDRAWINGSTOARCHITECTFORAPPROVALPRIORTOFABRICATIONANDINSTALLATION.PLUMBINGNOTES:1.WALLCOVERINGSSHALLBEGYPSUMGREENBOARD,TILEORAPPROVEDEQUALTO72INCHESABOVETHEDRAININLETATSHOWERSORTUBWITHSHOWER,MATERIALSOTHERTHANSTRUCTURALELEMENTSSHALLBEMOISTURERESISTANT.2.GLASSENCLOSUREDOORSANDPANELSMUSTBELABELEDCATEGORYII;SWINGDOOROUTWARD;NETAREAOFSHOWERRECEPTORSHALLBENOTLESSTHAN1024SQ.INCHESOFFLOORAREAANDENCOMPASS30INCHDIA.METERCIRCLE.3.ALLPLUMBINGWALLSSHALLBE2x6STUDS@16INCHO.C.4.PROVIDELOWCONSUMPTIONWATERCLOSETS(1.6GALS.PERFLUSH)WATERHEATERNOTES:1.PROVIDE18INCHHIGHPLATFORM.2.INSTALL3/4"x24GAUGEPERFORMACESTEELPLUMBERSTAPETOPANDBOTTOMOFWATERHEATER.3.PROVIDE30"SQ.EACHVENT,TOPANDBOTTOMOFWATERHEATERENCLOSUREDOOR.4.PROVIDEVENTTHRUROOF.(12"MIN.ABOVEROOFLINE.)GENERALNOTES:1.ALLDOORSOPENONALANDING1/2"BELOWTHETHRESHOLD.2.UNDERCUTBEDROOMDOORSBY2"MIN.FORWARMAIRCIRCULATION.3.ALLGLASSWITHIN18"OFFLOORSURFACESHALLBEAPPROVEDFORIMPACTHAZARD.CONSTRUCTIONREQUIREMENTS1.NOTCHINGOFEXTERIORANDBEARING/NONBEARINGWALLSSHALLNOTEXCEED25%40%RESPECTIVELY.BOREDHOLESINBEARING/NONBEARINGWALLSSHALLNOTEXCEED40%60%RESPECTIVELY.(2308.9.10,2308.9.11)2.PROVIDEFIREBLOCKINGINCONCEALEDSPACESOFSTUDWALLS,PARTITIONS,INCLUDINGFURREDSPACES,ATTHECEILINGANDFLOORLEVEL,ANDAT10-FT.INTERVALSBOTHVERTICALANDHORIZONTAL.(717.2)3.DUCTSINSTALLEDUNDERAFLOORINACRAWLSPACESHALLNOTPREVENTACCESSTOANAREAOFCRAWLSPACE.WHEREITISREQUIREDTOMOVEUNDERDUCTSFORACCESSTOAREASOFTHECRAWLSPACE,AVERTICALCLEARANCEOF18"MIN.SHALLBEPROVIDED.4.WHEREFLASHINGISMETAL,THEMETALSHALLBECORROSIONRESISTANTWITHATHICKNESSOFNOTLESSTHAN.019INCH(NO.26GALVANIZEDSHEET) 5.NOTEONTHEPLANS:“ROOFDIAPHRAGMNAILINGTOBE INSPECTEDBEFORECOVERING.FACEGRAINOFPLYWOOD SHALLBEPERPENDICULARTOSUPPORTS.” PANEL6.SUBFLOORSSHALLHAVEEND-MATCHEDLUMBER,HAVEBLOCKEDEDGES,OROCCUROVERSUPPORT.FLOORSHEATHINGSHALLCOMPLYWITHSECTIONR503GLAZINGREQUIREMENTSTHEFOLLOWINGSHALLBECONSIDEREDSPECIFICHAZARDOUSLOCATIONSREQUIRINGSAFETYGLAZINGPERSECTIONR308:A.GLAZINGINFIXEDANDOPERABLEPANELSOFSWINGING,SLIDING,ANDBIFOLDDOORS.B.GLAZINGINFIXEDOROPERABLEPANELSADJACENTTOADOORWHERETHENEARESTVERTICALEDGEOFTHEGLAZINGISWITHINA24-INCHARCOFEITHERVERTICALEDGEOFTHEDOORINACLOSEDPOSITIONANDWHERETHEBOTTOMEXPOSEDEDGEOFTHEGLAZINGISLESSTHAN60INHESABOVETHEWALKINGSURFACE.C.WINDOWGLAZINGINANINDIVIDUALFIXEDOROPERABLEPANEL,THATMEETSALLOFTHEFOLLOWINGCONDITIONS:1.THEEXPOSEDAREAOFANINDIVIDUALPANEISLARGERTHAN9S.F.2.THEBOTTOMEDGEISLESSTHAN18INCHESABOVETHEFLOOR.3.THETOPEDGEISMORETHAN36INCHESABOVETHEFLOOR.4.ONEORMOREWALKINGSURFACESAREWITHIN36INCHES,MEASUREDHORIZONTALLYANDINASTRAIGHTLINE,OFTHEGLAZINGF.GLAZINGADJACENTTOSTAIRSANDRAMPSWHERETHEBOTTOMEXPOSEDEDGEISLESSTHAN36INCHESABOVETHEPLANEOFTHEADJACENTWALKINGSURFACEOFSTAIRWAYS,LANDINGSBETWEENFLIGHTSOFSTAIRS,ANDRAMPS,UNLESSTHEGLAZINGISMORETHAN36INCHESMEASUREDHORIZONTALLYFROMTHEWALKINGSURFACE,ORARAILISDESIGNEDPERSECTIONR308.4.6. KHACHIKYANRESIDENCE 1336GRAYNOLDAVEGLENDALE,CA91202TEL:(818)395-3029 A-5.0 18 DOORIDENTIFIERSYMBOLREVISION DETAILEDAREA SHEETLOCATORSECTIONDETAILSCALEPLANDETAILDRAWINGNUMBERIDENTIFIER NAMEDRAWING FLOORPLAN SCALE:1/8"=1'-0" 1KEYNOTEIDENTIFIER WINDOW OTHERWISEAREDELEVATIONSINTERIORABCDIMENSIONSTOFACEOFFINISHUNLESSNOTEDWALLIDENTIFIERTYPE SECTIONELEVATIONDETAILNUMBERLOCATORSHEETELEVATIONLOCATION OTHERWISEREF.RPT.PR.PLYWD.PLAS.P.LAM.PL.OPP.OPNG.NO.OR#O.C.N.T.S.NOM.N.I.C.CNTR.CENTERDOUBLEDEPARTMENTDIAMETERDIMENSIONDRINKINGCOUNTERFOUNTAINCTR.DBL.D.F.DEPT.DET.DIM.DIA. CER.CLR.CLG.COL.CONC.CONT.CONSTR.CERAMICCEILINGCOLUMNCONCRETECONSTRUCTIONCONTINUOUSDETAILCLEAR RADIUSREFERENCEPOINTPLASTICPLASTERPLYWOODLAMINATEPAIRPLATEOPPOSITEONCENTERNOTTOSCALENOMINALNOTINCONTRACTOPENINGNUMBER INT.INSUL. LAM.LAV.LT.MAX.MECH.MET.MIN.MIR.MISC.M.O.MTD.MUL. JT. ARCH.BLOCKINGBOTTOMCEMENTBUILDINGARCHITECTURALBLK.BLKG.BOT.CEM.BLOCK BD.BLDG.BOARD N CENTERLINEEXISTINGACOUSTICALADJUSTABLEAPPROXIMATEDIAMETERPOUNDORNUMBERORROUND(E)APPROX.ADJ.ACOUS.#@COL&LATANGLEAND MINIMUMMETALMIRRORNORTHMULLIONMECHANICALMISCELLANEOUSMASONRYMOUNTEDMAXIMUMOPENING INTERIORINSULATION LAMINATELAVATORY JOINT LIGHT UNLESSNOTED HOLLOWHORIZONTALHEIGHTMETAL FURR.FUT.FT.GA.GALV.GND.G.C.GYP.GL.H.M.HORIZ.HR.HGT.HOURGENERALCONTRACTORGLASSGYPSUMGROUNDFOOTORFEETGALVANIZEDGAUGEFURRINGFUTURE TEL.THK.TYP.UNF.W.W/WD.U.N.O.THICKTELEPHONEWITHWESTTYPICALUNFINISHEDWOODEXISTINGEXPANSIONEXTERIORFLOORFINISHFIREFIREFLASHINGFLUORESCENTFLOOREXTINGUISHERALARMDRAIN(E)EXIST.EXT.F.A.EXP.F.D.F.E.FLASHFLOUR.FL.FIN.EQUALENCLOSUREEMERGENCYELECTRICAL DRAWING E.EA.ELEC.ENCL.EQ.EMER. DWG. EASTEACH SIMILARSPECIFICATIONSQUARESTAINLESSSTEELTREADSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALSTEELSQ.SIM.SPEC.ST.STD.STL.STOR.STRUCT.SUSP.SYM.TRD.STL.SECTIONSCHEDULESOUTH REINFORCEDREQUIREDRESILIENTROOM S.SCHED.SECT. RM.REINF.REQ.RESIL. VERIFYINFIELDV.I.F PROJECTINDEX 1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE (818)548-3200 SITELOCATION A-7.02DOOR&WINDOWFLASHING&INTERIORDETAILS A-7.01DOOR&WINDOWDETAILS A-7.03EXTERIORDETAILS A-8.1A-8.0 TITLE24 TITLE24 31.PASSAGECONDUITSANNULARSPACEAROUNDPIPES,ELECTRICCABLES,OROTHEROPENINGSINBOTTOM/SOLEPLATESATEXTERIORWALLSSHALLBEPROTECTEDAGAINSTTHEOFRODENTSBYCLOSINGSUCHOPENINGSINACCORDANCEWITHHECALIFORNIAGREENBUILDINGSTANDARDCODE,CHAPTER4DIVISION4.4.(R602.3.4.1) 19 20HACIENDAPRECISIONBURBANK,205TOROSMALYANSLOMITASTCA91506TEL:(818)636-0980ZIJIELIBUILDINGCONSULTANTSINC.3710TURNBULLCANYONRDHEIGHTS,CA91745TEL:(909)996-6179 ADDRESS: 1336GRAYNOLDAVE.GLENDALECA5628011014OCCUPANCY:LEGALDESCRIPTION: SINGLEFAMILY(R3)PLANNING(N)EXISTINGSTORIES:APPLICABLECODES:ZONE:ADU:NO: 16'-0"(PROPOSED14'-8")1BUILDINGSETBACKS:USAGE: SINGLEFAMILYRESIDENTIAL TRACT:APN: TR6133 LOT:BLOCK: 9 GOVERNINGALLOWABLEBUILDINGHEIGHT:AGENCY:(E)BLDGSQUAREAREA:1,715SQ.FT.CONSTRUCTIONTYPE:VB(NON-SPRINKLERED)FRONT25'-0"SIDE(EAST)4'-0"REAR4'-0"SIDE(WEST)4'-0"(E)LOTSIZE:7,500SQ.FT.LOTCOVERAGE:38%R1-12019CALIFORNIARESIDENTIALCODE2019CALIFORNIAPLUMBINGCODE2019CALIFORNIAMECHANICALCODE2019CALIFORNIAELECTRICALCODE2019GREENBUILDINGSTANDARDSCODE2019CALIFORNIAENERGYCODE2019CALIFORNIAFIRECODE2020CITYOFGLENDALEORDINANCECITYOFGLENDALE633EBROADWAY#101GLENDALE,CA91206NOFIRESPRINKLER:LOTAREACALCULATION:PROPOSEDLOTCOVERAGE(2,915/7,500)=38%800SQ.FT.EXISTINGHOUSE:1,715SFNEWADDITION:800SFEXISTINGGARAGE:400SFTOTAL:2,915SF A-9.0 GREENFORMS PROJECTSCOPE A-0.0 COVERSHEET EXISTINGBUILDINGSQFOOTAGE:HOUSE: 1,627SF NEWADDITION: 733SF EXISTINGGARAGE: -361SF TOTAL: 2,360SF EXISTINGZONINGSQFOOTAGE:HOUSE: 1,715SF NEWADDITION: 800SF EXISTINGGARAGE: -400SF TOTAL: 2,515SF RFA: 2,915SQFT>2,250SQFT (E)TOTAL:EXISTINGNEWEXISTINGTOTALFARANALYSIS:LOTCOVERAGE(7,500.30)=2,250MAXFARHOUSE:1,715SFADDITION:800SFGARAGE:400SF2,915SFNOADDITIONALPARKINGREQ.PARKING:GARAGE:400SQ.FT. A-3.0 ADUROOFPLAN PROJECTDIRECTORY A-2.3 ADUELECTRICALPLAN BUSCODEFARNOTAPPLICABLEPERCAGOV.SECTION65852.2(C)(2)(C).STOPWITHIN1/2MILE EXISTINGFLOORPLANA-1.2 A-1.4A-1.3 EXISTINGEXISTINGROOFPLANEXTERIORELEVATIONS A-1.1 SITEPHOTOKEY 21 222 3 STRUCTURAL STRUCTURAL: 1305DAVIDDAVIDLILI&ASSOCIATESSANGABRIELBLVD#101ROSEMEAD,CA91770TEL:(626)288-1216 NOFIREZONE:[OSHPD[A][A]107.3.4DESIGNPROFESSIONALINRESPONSIBLECHARGE.WHENITISREQUIREDTHATDOCUMENTSBEPREPAREDBYAREGISTEREDDESIGNPROFESSIONAL,THEBUILDINGOFFICIALSHALLBEAUTHORIZEDTOREQUIRETHEOWNERTOENGAGEANDDESIGNATEONTHEBUILDINGPERMITAPPLICATIONAREGISTEREDDESIGNPROFESSIONALWHOSHALLACTASTHEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGE.IFTHECIRCUMSTANCESREQUIRE,THEOWNERSHALLDESIGNATEASUBSTITUTEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGEWHOSHALLPERFORMTHEDUTIESREQUIREDOFTHEORIGINALREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGE.THEBUILDINGOFFICIALSHALLBENOTIFIEDINWRITINGBYTHEOWNERIFTHEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGEISCHANGEDORISUNABLETOCONTINUETOPERFORMTHEDUTIES.THEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGESHALLBERESPONSIBLEFORREVIEWINGANDCOORDINATINGSUBMITTALDOCUMENTSPREPAREDBYOTHERS,INCLUDINGPHASEDANDDEFERREDSUBMITTALITEMS,FORCOMPATIBILITYWITHTHEDESIGNOFTHEBUILDING.107.3.4.1DEFERREDSUBMITTALS.FORTHEPURPOSESOFTHISSECTION,DEFERREDSUBMITTALSAREDEFINEDASTHOSEPORTIONSOFTHEDESIGNTHATARENOTSUBMITTEDATTHETIMEOFTHEAPPLICATIONANDTHATARETOBESUBMITTEDTOTHEBUILDINGOFFICIALWITHINASPECIFIEDPERIOD.DEFERRELOFANYSUBMITTALITEMSSHALLHAVETHEPRIORAPPROVALOFTHEBUILDINGOFFICIAL.THEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGESHALLLISTTHEDEFERREDSUBMITTALSONTHECONSTRUCTIONDOCUMENTSFORREVIEWBYTHEBUILDINGOFFICIAL.DOCUMENTSFORDEFERREDSUBMITTALITEMSSHALLBESUBMITTEDTOTHEREGISTEREDDESIGNPROFESSIONALINRESPONSIBLECHARGEWHOSHALLREVIEWTHEMANDFORWARDTHEMTOTHEBUILDINGOFFICIALWITHANOTATIONINDICATINGTHATTHEDEFERREDSUBMITTALDOCUMENTSHAVEBEENREVIEWEDANDFOUNDTOBEINGENERALCONFORMANCETOTHEDESIGNOFTHEBUILDING.THEDEFERREDSUBMITTALITEMSSHALLNOTBEINSTALLEDUNTILTHEDEFERREDSUBMITTALDOCUMENTSHAVEBEENAPPROVEDBYTHEBUILDINGOFFICIAL.1,2,&4]DEFERREDSUBMITTALSSHALLBEINACCORDANCEWITHTHECALIFORNIAADMINISTRATIVECODE,CHAPTER7,SECTION7-126. DESIGNPROFESSIONALINRESPONSIBLECHARGE STRUCTURALNOTE BUILDINGPORTIONREQUIREMENTSSTRUCTURALDESIGNANDDETAILSFULLYCONFORMTOALLAPPROPRIATEOFTHECODE,THECALIFORNIARESIDENTIALCODE.SHOULDAOFALLOFTHESTRUCTURALDESIGNCONFORMTOTHEREQUIREMENTSOFTHECALIFORNIABUILDINGCODE,ASALLOWEDINTHECRC,THESTATEMENTSHALLCLEARLYIDENTIFYWHICHPORTIONSOFTHESTRUCTURALDESIGNCONFORMTOTHECBCORTHATTHEFULLSTRUCTURALDESIGNISINCONFORMANCEWITHTHESTRUCTURALREQUIREMENTSOFTHECALIFORNIACODE.(R301.1.3CRC) S-1 GENERALNOTES&DETAILS S-2 DETAILS S-3 FOUNDATION&FRAMINGPLANS A-0.1 DEMOLITIONPLAN

1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE A-0.1 DEMOLITIONPLAN H3H2H1TOTALEXISTINGWALLSFORDWELLING10.0020.0010.00TOTAL40.00D3D2D1TOTALDEMOWALLSFORDWELLING10.0020.0010.00TOTAL40.00 EXISTINGDEMOLISHDEMOLISHDEMOLITIONCALCULATIONSWALL/EXISTINGWALLS40.00/40.00=1.0TOTALDEMOLISHPERCENTAGE=100%EXISTINGWALLSWALLSTOREMAIN.AREAOFNEWCONSTRUCTION 1.CONSTRUCTIONWASTESHALLBEREDUCEDBY65%.CONSTRUCTIONWASTEWILLBEHANDLEDBYANAPPROVEDRECYCLINGANDREUSEPLAN(RRP)FROMENVIRONMENTALPROGRAMSDIVISION.2.ALLBUILDINGCOMPONENTSANDFINISHESWHICHARETOREMAININPLACESHALLBEPROTECTEDFROMDAMAGE.3.THEGENERALCONTRACTORSHALLPROVIDEANDINSTALLTEMPORARYPROTECTIONTOISOLATEAREASOFREWORK.4.PATCHANDREPAIRALLWALLS,FLOORS,ANDCEILINGSTOMATCHADJACENTFINISHES.5.CONTRACTORSHALLFIELDVERIFYTHEEXISTINGCONDITIONSTODETERMINEEXACTSCOPEOFWORK.6.VERIFYWITHOWNERBEFOREDISPOSINGOFANYEXISTINGFIXTURES,DOORS,WINDOWS,OROTHERREUSABLEMATERIALS. PREPAREEXISTINGAREAFORNEWADU (E)EXTERIORWALLTOBEDEMOLISHED (E)(E)(E)GARAGEDOORTOBEREMOVEDCONCRETESLABTOBEREMOVEDTREESTOBEREMOVED 1 2 3 INTOPARKINGWHENANEXISTINGGARAGE,CARPORT,ORCOVEREDSTRUCTUREISDEMOLISHEDINCONJUNCTIONWITHTHECONSTRUCTIONOFANADUORISCONVERTEDANADU,REPLACEMENTPARKINGFORTHEMAINDWELLINGUNITSHALLNOTBEREQUIRED.NOSETBACKSHALLBEREQUIREDWHENANADUISCONSTRUCTEDINTHESAMELOCATIONANDTOTHESAMEDIMENSIONSASANEXISTINGLEGALSTRUCTURETHATISCONVERTEDINTOANADUORTOAPORTIONOFANACCESSORYDWELLINGUNIT,EVENWHENTHATSTRUCTUREHASBEENDEMOLISHED.LEGENDBUILDINGDEMOLITIONNOTES DEMOLITIONCALCULATIONSKEYNOTES 4 H310'-0"&D310'-0"H1&D120'-0"H2&D2 1 2 2 32 4 TO(E)UNPERMITTEDBEDEMOLISHEDSTORAGE(E)CONCRETESLAB(530SQFT)TOBEDEMOLISHED (200SQFT) DEMOLITIONPHOTOS (E)UNPERMITTEDSTORAGETOBEDEMOLISHED (E)CONCRETESLABTOBEDEMOLISHED DEMOLITIONPHOTOS (E)TREESTOBEREMOVED TREESTOBEREMOVED 5 5 AREAFORNEWADU SCALE:1/8"=1'-0" 2 DEMOLITIONPLAN SCALE:1/8"=1'-0" 1

A-1.0 SITEPLAN 1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE SLOPE (E)LANDSCAPE: 2,017SFPROVIDED (E)HARDSCAPE:1,886SFPROVIDED (N)HARDSCAPE:603SFPROVIDED BUILDING:LOT25%OFHARDSCAPE:622SFTOBEHARDSCAPEMATERIALWITHANINITIALSOLARREFLECTANCEOFATLEAST.30ORUNCOLOREDCONCRETEWITHSMOOTHCEMENTFINISHSIZE:7,500SF2,915SFCOVERAGE:38% SITEPLAN SCALE:1/8"=1'-0" 1 PATHEXISTINGPROPERTYLINEWALL(N)WALL(E)FENCE5'-10"HIGH(E)CMUWALL5'-10"HIGH2%SLOPESITEDRAINAGEDIRECTIONOFTRAVELAREAOF(N)ADDITION 1 2 3 4 5 6 7 8 9 10 11 (E) (E)(E)(E)TANKLESSWATERHEATERGASMETER(BELOW)HVACUNITELECTRICAL METER (E)(E)(E)(E)(E)ELECTRICALPOLE+/-60'AWAY.(CONNECTIONPOLEONPROP)ELECTRICALPOLEOVERHEADCONNECTIONWATERMETERDRIVEWAYGATE (N)(N)(N)(N)(N)(E)(E)(E)LANDSCAPEHARDSCAPECMUWALL5'-10"HIGHHARDSCAPEELECTRICALMETERTANKLESSWATERHEATERHVACUNITGASMETER(TOBELOCATEDNEAREXISTINGMETER)12 FARBUILDINGSQFOOTAGE(E)SFD:1,627SQFT(E)GARAGE:-361SQFT(N)ADU:733SQFTTOTAL:2,360SQFTZONINGSQFOOTAGE:(E)SFD:1,715SQFT(E)GARAGE:-400SQFT(E)ADU:800SQFTTOTAL:2,515SQFTANALYSIS:TOTALSITE7,500x.30=2,250MAXFAR(E)SFD:1,715SQFT(E)GARAGE:400SQFT(N)ADU:800SQFTTOTAM:2,915SQFTTOTALFAR:2,915 SQFT>2,250SQFT BUSSTOPWITHIN1/2MILENOPARKINGREQ. LANDSCAPE/HARDSCAPELEGENDKEYNOTESCALCSSQUAREFOOTAGECALCSBUSPATH 13 14 AVEGRAYNOLD 4'-6"(E)SETBACK 9'-0"(E)SETBACK 3'-0"(E)SETBACK (E)25'-0"SETBACK (NON(E)SFRSPRINKER)1,715SQFTSINGLESTORY (E)PATIO (E)TWOCARGARAGE400SQFT 4'-0"SETBACK 4'-0"SETBACK SETBACK35'-0"SETBACK5'-2" 50'LINEPROPERTY50'LINEPROPERTY PROPERTYPROPERTYLINE150'LINE150' SETBACK4'-0"42'-0"20'-6"17'-0"14'-1" 9'-0" 13 4 6 5 8 9 9 1010 11 11 12 12 12 14 15 16 15 7 TREEONADJACENTPROPERTY 2%SLOPE2%2%SLOPESLOPE 2%SLOPE 2%SLOPE 2%SLOPE 2%SLOPE (N)DETACHEDADU(NONSPRINKER)800SQFTSINGLESTORYTYPEVB2'-0"15'-0"8'-1" 4'-11" 3'-6" 16 217 EAVE5'-0"TOEAVE SYCAMORETHEREARENOOAK,BAYORTREESONORWITHIN20FTIFTHEPROPERTY (PARKINGTOREMAIN) 4'-9" SLOPE2%SLOPE2% SLOPE2% 2'DIAMETERPINETREEONADJACENTPROPERTYTOREMAIN TREEONPROPERTY 6"DIAMETERLOQUATFRUITTREEONPROPERTYTOREMAIN 17 13 13 (LOCATEDFIREHYDRANT<600'FROMADU~210'FROMREAROFADUNEAR1335GRAYNOLD) FIREHYDRANTLOCATION

1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE FLOORPLAN SCALE:1/4"=1'-0" 1 A-2.0 ADUFLOORPLAN LEGEND KEYNOTES 1 2(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)CONCRETELANDING(3'-0"x3'-0"MIN)UNITENTRY1-1/2"THRESHOLDMILLWORKSINKDISHWASHERSTOVEWITHHOODREFRIGERATORSTACKEDWASHER/DRYERPLUMBINGFIXTUREBYOWNER12"x12"MINPLUMBINGACCESSATTICACCESSWITHLADDER(54"x22.5")3 4 5 6 7 8 9 SD CMA DOOREXHAUSTENERGYSTARW/HUMIDISTATFAN50CFMTOOUTSIDESMOKEDETECTORSTOBEHARD-WIREDW/BATTERYBACK-UPTYPCARBONMONOXIDEALARMTAG.SEESCHEDULEA-7.0WINDOWTAG.SEESCHEDULEA-7.0(N)2xXTUDWALL@16"OCW/5/8"GYPBD&7/8"THKSTUCCOSEEDETAIL5/A-5.0(N)2xXTUDWALL@16"OCW/5/8"GYPBD 1.DISCREPANCIESVERIFY-IN-FIELDACCURACYOFGRIDLINES.REPORTTOARCHITECTANYBETWEENDRAWINGSANDFIELDCONDITION. 2.SEESHEETA-0.0FORSYMBOLS&ABBREVIATIONS. 3.PRECISEWHENPROVIDED,SEECIVILPLANSFORTHEBUILDINGLOCATIONONSITEANDGRADINGPLANS. 4.CENTERLINEALLDIMENSIONSARETOFACEOFMASONRY,CONCRETE,STUD,OROFCOLUMN. 5.FURREDPROVIDEFIREBLOCKINGINCONCEALEDSPACESOFSTUDWALLS,INCLUDINGSPACES,AT10'INTERVALSBOTHVERTICALLYANDHORIZONTALLY. 6.WHENPROVIDED,SEESTRUCTURALDRAWINGSFORBUILDINGSECTION. 7.SIZEANDLOCATIONOFFRAMINGANDPLYWOODSHEATHING. 8.SPECIALNAILINGANDBLOCKINGREQUIREMENTS. 9.FORPROVIDEALLNECESSARYCEILINGORWALLACCESSPANELSASREQUIREDAIRCONDITIONING,PLUMBING,FIRESPRINKLERANDELECTRICALSYSTEMS.INFIRERATEDASSEMBLIESPROVIDERATEDACCESSPANELSWITHSELFCLOSINGDEVICES. 10.FORDOOR&WINDOWSCHEDULESEESHEETA-7.0ANDA-7.01 11.NEWGREENNOTES:PLUMBINGFIXTURESANDFITTINGSSHALLNOTEXCEEDTHEMAXIMUMALLOWABLEFLOWRATESSPECIFIED. 12.HANDBOOKSUSINGTHEHEATINGANDAIR-CONDITIONINGSYSTEMSHALLBESIZEDANDDESIGNEDANSI/ACCAMANUALJ-2011.ANSI/ACCA29-D-2014ORASHRAEANDHAVETHEIREQUIPMENTSELECTEDINACCORDANCEWITHANSI/ACCA3MANUALS-2014.(4.507.2) 13.EXHAUSTFANSSHALLBEENERGYSTARCOMPLIANTANDBEDUCTEDTOTERMINATETOTHEOUTSIDEOFTHEBUILDING. 14.FANS,NOTFUNCTIONINGASACOMPONENTOFAWHOLEHOUSEVENTILATIONSYSTEM,MUSTBECONTROLLEDBYAHUMIDITYCONTROL. 1.HOOK-UP.FACILITIESUNOBSTRUCTEDTHECONSTRUCTIONSHALLNOTRESTRICTAFIVE-FOOTCLEARANDACCESSTOANYWATERORPOWERDISTRIBUTION(POWERPOLES,PULL-BOXES,TRANSFORMERS,VAULTS,PUMPS,VALVES,METERS,APPURTENANCES,ETC.)ORTOTHELOCATIONOFTHETHECONSTRUCTIONSHALLNOTBEWITHINTENFEETOFANYPOWERLINES-WHETHERORNOTTHELINESARELOCATEDONTHEPROPERTY.FAILURETOCOMPLYMAYCAUSECONSTRUCTIONDELAYSAND/ORADDITIONALEXPENSES. 2.ORDINANCEOFSIDEVALVEANAPPROVALSEISMICGASSHUTOFFVALVEOREXCESSFLOWSHUTOFFWILLBEINSTALLEDONTHEFUELGASLINEONTHEDOWN-STREAMOFTHEUTILITYMETERANDBERIGIDLYCONNECTEDTOTHEEXTERIORTHEBUILDINGORSTRUCTURECONTAININGTHEFUELGASPIPING.(PER170,158AND180,670)SEPARATEPLUMBINGPERMITISREQUIRED. 3.EXISTINGPROVIDEULTRA-FLUSHWATERCLOSETSFORALLNEWCONSTRUCTION.SHOWERHEADSANDTOILETSMUSTBEADAPTEDFORLOWWATERCONSUMPTION. 4.PROVIDE(70)(72)INCHHIGHNON-ABSORBENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.(1210.2.3,2406.4.5,R307.2,R308.4) 5.WATERHEATERMUSTBESTRAPPEDTOWALL.(SEC.507.3&LAPC) 6.PRIORSPRINKLERSYSTEMMUSTBEAPPROVEDBYTHEMECHANICALDIVISIONTOINSTALLATION. 7.PLANSYSTEMAFIREALARM(VISUALANDAUDIBLE)SYSTEMISREQUIRED.THEALARMMUSTBEAPPROVEDBYTHEFIREDEPARTMENTANDELECTRICALCHECKPRIORTOINSTALLATION.(LAMC57.122) 8.CARBONMONOXIDEALARMISREQUIREDPER(SEC.420.6,R315) PLANNOTES F.FOLLOWINGPLUMBINGFIXTURESANDFIXTUREFITTINGSONTHEPLANSSHALLCOMPLYWITHTHEFLOWRATES:A.WATERCLOSETS-1.28GPFB.SINGLESHOWERHEAD1.8GPM@80PSIC.MULTIPLESHOWERHEADS1.8GPMAT80PSIFORALLCOMBINEDSHOWERHEADSD.LAVATORYFAUCETS1.2GPMAT60PSIE.METERINGFAUCETS-25GALLONSPERCYCLEKITCHENFAUCETS1.56PM@6OPSIALLSHOWERANDTUB-SHOWERSSHALLHAVEAPRESSUREBALANCE,THERMOSTATICMIXINGVALVE,ORACOMIBINATIONPRESSUREBALANCE/THERMOSTATICMIXINGTYPEVALVE.ALLNEWREPLACEMENTANDEXISTINGWATERHEATERSSHALLBESTRAPPEDTOTHEWALLINTWOPLACES.ONEOFTHEUPPER 1 3OFTHETANG,ANDONEONTHE PROVIDELOWEROFTHETNAK.THELOWERPOINTSHALLBEAMINIMUMOF4INCHESABOVETHECONTROLS.6'-0"HIGHNON-ABSORBENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.SHOWERDOORSSHALLSWINGOUT.NETAREAOFSHOWERRECEPTORSHALLBENOLESSTHAN1,024SQ.IN.OFFLOORAREA,ANDENCOMPASS30INDIAMETERCIRCLE

PLANNOTESGENERALNOTES GENERALNOTES A-4.0A-4.021A-5.0 3 A-4.0 4 A-4.0 A-5.01 10 11 SD SD SD 42'-0" 15'-4" 23'-4" 10'-11" 9'-3" 6'-7" 12'-10"5'-11" 42'-0" 8'-1" 5'-7" 4'-11"14'-1"15'-0" 24'-0" 6'-9" 3'-6"12'-6"8'-1"24'-0" 6'-8" 17'-0"7'-0" 4'-6" 2'-0" 2'-2"7'-3" 1 2 1 5 3 2 24"MIN 3 5 6 7 8 4 9 10 11 1 3 4 5 8 6 6 2 KITCHEN/LIVINGROOM330SQ.FT.100 MASTERBEDROOM142SQ.FT.101 BEDROOM#2115SQ.FT.102 BATHROOM 44SQ.FT. 4 2'-6"MIN CLOSET 40SQ.FT. 4'-4" 3'-4" HALLWAY 18SQ.FT. 3'-0"14'-0"8'-0"2'-3" 6'-7" 7'-6" 7 TEMPERED 3'-0"MIN 3'-0"MIN SD CMA 15"15"MINMIN TEMPERED TEMPERED TEMPERED B.A.NOOTHERAPPROVALSAREGRANTED.ANYCONSTRUCTIONORLANDUSECONTRADICTORYTOTHEGMCINNOTAPPROVEDBYTHISPERMIT.NONEWROOFTOPEQUIPMENTISALLOWEDINTHER1,R1R,ORROSZONE.C.ANYNEWFENCES,GATES,ORWALLSFORWHICHABUILDINGPERMITISNOTREQUIREDSHALLREQUIREZONING/DESIGNREVIEWAPPROVAL,PRIORTOCONSTRUCTION. PLANNINGNOTESSECURITYSTANDARDS ALLDOORS&WINDOWSSHALLMEETCITYOFGLENDALE'SSECURITYORDINANCE 1.APPLICATIONSFORWHICHNOPERMITISISSUEDWITHONE(1)YEARFOLLOWINGTHEDATEOFAPPLICATIONSHALLAUTOMATICALLYEXPIRE.(R105.3.2CRC)2.EVERYPERMITISSUEDSHALLBECOMEINVALIDUNLESSWORKAUTHORIZEDISCOMMENCEDWITHIN180DAYSORIFTHEWORKAUTHORIZEDISSUSPENDEDORABANDONFORAPERIODOF180DAYS.ASUCCESSFULINSPECTIONMUSTBEOBTAINEDWITHIN180DAYS.APERMITMAYBEEXTENDEDIFAWRITTENREQUESTSTATINGJUSTIFICATIONFORFOREXTENSIONANDANEXTENSIONFEEISRECEIVEDPRIORTOEXPIRATIONOFTHEPERMITANDGRANTEDBYTHEBUILDINGOFFICIAL.3.FIRESPRINKLERPLANSSTAMPEDAPPROVEDBYTHECITYOFGLENDALE'SFIREDEPARTMENTSHALLBEBEPROVIDEDATTHESITEATTIMEOFFRAMINGINSPECTION.4.WATERCLOSETSSHALLHAVEANAVERAGEWATERCONSUMPTIONOFNOTMORETHAN1.6GALLONSOFWATERPERFLUSH,1.28GALLONSPERFLUSHAFTERJULY1,2011(401.3CPC)5.URINALSSHALLHAVEANAVERAGEWATERCONSUMPTIONOFNOTMORETHAN1.0GALLONSOFWATERPERFLUSH,0.5GALLONSPERFLUSHAFTERJULY1,2011.(401.3CPC)6.SHOWERHEADSSHALLHAVEAWATERFLOWNOTTOEXCEED2.5GALLONSPERMINUTE.(401.3CPC)7.FAUCETSINKITCHENS,WETBARS,LAVATORIES,LAUNDRYSINKS,ETC.SHALLHAVEAWATERFLOWNOTTOEXCEED2.2GALLONSPERMINUTE.(401.3CPC)8.WATERPIPINGMATERIALSWITHINABUILDINGSHALLBEINACCORDANCEWITHSEC604.1OFTHECALIFORNIAPLUMBINGCODE.PEX,CPVCANDOTHERPLASTICWATERPIPINGSYSTEMSSHALLBEINSTALLEDINACCORDANCEWITHREQUIREMENTSOFSEC.604OFTHECPC,INSTALLATIONSTANDARDSOFAPPENDIXOFTHECPCANDMANUFACTURESRECOMMENDEDINSTALLATIONSTANDARDS.CPVCWATERPIPINGREQUIRESACERTIFICATIONOFCOMPLIANCEASSPECIFIEDINSEC604.1.1OFTHECPCPRIORTOPERMITISSUANCE. PLANNINGNOTES

CARBONSMOKEINSULATIONCEILINGR-38WALLSR-15W/R-5ATTICR-19ALARMREQUIREMENTS:A)ANAPPROVEDSMOKEALARMSHALLBEINSTALLEDFORNEWCONSTRUCTIONANDALTERATION,REPAIRORADDITIONSREQUIRINGPERMITEXCEEDING$1000.B)BATTERYOPERATEDSMOKEALARMSPERMITTEDINEXISTINGBUILDINGSWHERENOCONSTRUCTIONISTAKINGPLACEORINBUILDINGUNDERGOINGALTERATIONORREPAIRTHATDONOTRESULTINTHEREMOVALOFINTERIORWALLORCEILINGFINISHES,UNLESSTHERISANATTIC,CRAWLSPACEORBASEMENTWHICHCOULDPROVIDEACCESSTOWIRING.C)SMOKEALARMSHALLBEINTERCONNECTEDSUCHTHATTHEACTIVATIONOFONEALARMWILLACTIVATEALLALARMSINTHEINDIVIDUALDWELLINGUNIT.D)SMOKEDETECTORSSHALLBE"HARDWIRED"ANDSHALLBEEQUIPPEDWITHBATTERYBACKUP.MONOXIDEALARMREQUIREMENTS:A)ANAPPROVEDCARBONMONOXIDEALARMSHALLBEINSTALLEDFORNEWCONSTRUCTIONANDALTERATION,REPAIRORADDITIONSREQUIRINGPERMITEXCEEDING$1000.B)COALARMSSHALLBE"HARDWIRED"ANDSHALLBEEQUIPPEDWITHBATTERYBACKUP.C)COALARMSSHALLBELISTEDFORCOMPLIANCEWITHUL2034,UL217,UL2075,ANDMAINTAINEDPERNFPA720.D)COALARMSSHALLBEINSTALLEDOUTSIDEOFEACHSLEEPINGAREAINTHEIMMEDIATEVICINITYOFTHEBEDROOMSANDONEVERYLEVELFOADWELLINGUNITINCLUDINGBASEMENT.E)COALARMSHALLBEINTERCONNECTEDSUCHTHATTHEACTIVATIONOFONEALARMWILLACTIVATEALLALARMSINTHEINDIVIDUALDWELLINGUNIT.F)INEXISTINGDWELLINGUNIT,ACOALARMISPERMITTEDTOBEBATTERYOPERATEDWHEREREPAIRORALTERATIONDONOTRESULTINTHEREMOVALOFWALLORCEILINGFINISHES.

GFCI GFCI GFCI BELOW GFCIGFCI BELOW SD GFCI J J CMA SD SD SD GFCI GFCI 1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE ELECTRICALELECTRICALNOTESCONT.NOTESLIGHTINGNOTES KEYNOTES SD CMA J GFI A-2.3 PLANADUELECTRICAL ELECTRICALPLAN SCALE:1/4"=1'-0" 1 1(N)INDOORCIRCUITBREAKERLEDRECESSEDDOWNLIGHT-VERIFYLOCATIONINFIELDENERGYSTARW/HUMIDISTATEXHAUSTFAN50CFMTOOUTSIDEELECTRICALDUPLEXOUTLETGFIELECTRICALDUPLEXOUTLETSWITCHLOCATIONJUNCTIONBOXEXTERIORWALLLIGHTSHOSEBIBSSMOKEDETECTORSTOBEHARD-WIREDWITHBATTERYBACK-UP,TYP.CARBONMONOXIDEALARM LEGEND 1

1.1.CONTRACTORSHALLPROVIDEANDINSTALLROOFINGINACCORDANCEWITHGAFASTMSPECIFICATIONNOD4601ORAPPROVEDEQUAL.2.CONTRACTORSHALLPROVIDEANDINSTALLROOFINGINACCORDANCEWITHTHESYSTEMMANUFACTURERSREQUIREMENTSFORACLASSAFIRERETARDENTROOFING,THATCANBEGUARANTEEDFORTWELVEYEARSWHENINSTALLEDUNDERMANUFACTURER'SOBSERVATION,COMPLYINGWITHSTATUTORYREQUIREMENTSATTHEPLACEOFCONSTRUCTION.3.CONTRACTORSHALLPROVIDEWRITTENCERTIFICATIONTOTHEARCHITECTTHATAPPLICATORISAPPROVEDBYSYSTEMMANUFACTURER.4.THEOWNERRESERVESTHERIGHTTOEMPLOYAROOFINGCONSULTANTFORTHEPURPOSEOFFIELDOBSERVATIONANDTESTINGANDTOADVISEOWNERANDCONTRACTORREGARDINGCOMPLIANCEOFTHISWORKWITHTHECONTRACTREQUIREMENTSFORANDRELATEDTOROOFING.5.CONTRACTORSHALLPROVIDESYSTEMMANUFACTURERSWRITTENAPPROVALOFMODIFICATIONSCONTAINEDHEREINOFTHEIRREQUIREMENTSFORTHESPECIFIEDSYSTEM(S)6.CONTRACTORSHALLINSTALLINTERPLIES,CAPSHEETANDBASEFLASHINGINAMANNERTOACHIEVE,ASNEARLYASPOSSIBLE,ANUNBROKENFILMOFASPHALT,FREEOFVOIDS,BETWEENEACHLAYER.CONTRACTORISRESPONSIBLEFORMETHODOFACHIEVINGTHISRESULT.7.ALLROOFPENETRATIONSSHALLNOTBECLOSERTHAN18"TOCURBS,CRICKETS,WALLSETC.8.CONTRACTORTOREMOVEALLEXISTINGMECHANICALUNITSANDACCESSORIES.INCONCEALEDSPACESOFSTUDWALLSANDPARTITIONS,INCLUDINGFURREDSPACES,ATTHECEILINGANDFLOORLEVELSANDAT10FOOTINTERVALSBOTHVERTICALANDHORIZONTAL.2.ATALLINTERCONNECTIONSBETWEENCONCEALEDVERTICALANDHORIZONTALSPACESSUCHASOCCURATSOFFIT,DROPCEILINGS,ANDCOVECEILINGS;3.INCONCEALEDSPACESBETWEENSTAIRSTRINGERSATTHETOPANDBOTTOMOFTHERUNANDBETWEENSTUDSALONGANDIN-LINEWITHTHERUNOFTHESTAIRSIFTHEWALLSUNDERTHESTAIRSAREUNFINISHED.4.INOPENINGSAROUNDVENTS,PIPES,DUCTS,CHIMNEYS,FIREPLACES,ANDSIMILAROPENINGSWHICHAFFORDAPASSAGEFORFIREATCEILINGANDFLOORLEVELS,WITHNONCOMBUSTIBLEMATERIALS;AND5.ATOPENINGSBETWEENATTICSPACESANDCHIMNEYCHASESFORFACTORY-BUILTCHIMNEYS.

1.THEFOLLOWINGITEMSSHALLCOMPLYWITHSPECIFICI.C.C.HOLDOWNS,STRAPS,FRAMINGCLIPS,RETROFITANCHORBOLTS,SHEARPLATES,JOISTHANGERS.2.ICBOEVALUATIONREPORTSORLARR'sAREACCEPTABLEFORTHEFOLLOWINGNON-STRUCTURALITEMS;PROVIDEREPORTNUMBER.ROOFINGTILE.3.DRAFTSTOPSSHALLBEPROVIDEDWITHINACONCEALEDFLOOR-CEILINGASSEMBLYFORMEDOFCOMBUSTIBLECONSTRUCTION.(1000S.F.AND60'MAXBETWEENDRAFTSTOPS)4.DRAFTSTOPSSHALLBEPROVIDEDWITHINATTICS,MANSARDS,OVERHANGS,ANDSIMILARCONCEALEDSPACESFORMEDOFCOMBUSTIBLECONSTRUCTION.(3000S.F.AND60'MAX.)5.NOTCHINGOFEXTERIORANDBEARING/NONBEARINGWALLSSHALLNOTEXCEED25%40%OFITSWIDTH,RESPECTIVELY.BOREDHOLESINBEARING/NONBEARINGWALLSSHALLNOTEXCEED40%60%OFITSWIDTHRESPECTIVELY.6.PROVIDEFIREBLOCKINGINCONCELAEDSPACESOFSTUDWALLS,PARTITIONS,INCLUDINGFURREDSPACES,ATTHECEILINGANDFLOORLEVEL,ANDAT10FOOTINTERVALSBOTHVERTICALANDHORIZONTAL.7.WHEREFLASHINGISOFMETAL,THEMETALSHALLBECORROSIONRESISTANTWITHATHICKNESSOFNOTLESSTHAN.019IN.(NO.26GALVANIZEDSHEET)8.ROOFDIAPHRAMGNAILINGTOBEINSPECTEDBEFORECOVERING.FACEGRAINOFPLYWOODSHALLBEPERPENDICULARTOSUPPORTS.

ROOFNOTE:COVERINGINSTALLATIONSHALLBEINACCORDANCEWITHMANUFACTURER'SSPECIFICATIONS. (N)(N)(N)(N)(N)(N)ASPHALTSHINGLES(CLASS"A"ASPHALTSHINGLES,ESR-3267)TOPOFRIDGEWALLBELOWGUTTERDOWNSPOUTEAVEVENT(TYP.)1 2 EXHAUSTFANSLOPEDIRECTION ROOFPLAN SCALE:1/4"=1'-0" 1 A-3.0 ADUROOFPLAN 3 4 5 FIRELEGENDKEYNOTESGENERALNOTESBLOCKINGNOTESCONSTRUCTIONROOFNOTESATTICVENTSCALCULATIONS: REQ.ROOFAREAZONE1:297/150=2.0ZONE2:195/150=1.3ZONE3:76/150=0.5ZONE4:137/150=0.9ZONE5:53/150=0.4ZONE6:94/150=0.6SF.=5.7 ATTICVENTSPROVIDED: 20ATTICVENTSREQ.5.7S.F.(144SQ.IN.)=821SQ.IN.5x14EAVEVENTSAT44SQ.IN.EACH=880SQ.IN.PROVIDEDTOTALVENTNETFREEAREAPROVIDED880SQ.IN. PORCHCALCULATIONSCOOLROOFSPECS 6 1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE 1ZONE6:12SLOPE SLOPEZONE36:12 SLOPEZONE46:12 ZONE5 SLOPE6:12 6ZONESLOPE6:12 2 A-4.01 A-4.0 A-5.0 A-4.03A-4.04 A-5.01 43'-4" 20'-4"23'-0" 24'-8"7'-0"18'-4" 8"8" 2'-8" 3'-6"8" 8"8" 8" 5'-7" 2 2 1 1 3 3 3 4 4 4 4 4 55 5 5 5 5 5 5 5 6 5'-0" 6 5'-0" 8" 2ZONE6:12SLOPE EQUIPMENTNONEWROOFTOPISALLOWED 1'-0" 15'-0" ATTICVENTCALCULATIONS PORCHCALCULATIONS: PROVIDED:PORCHTOBE5%OFTOTALSQFTOFADU.PER(GMC30.34.080.E.8)ALLOWED:800SFx.05=40SQFT2'-8"x15'-0"=40SQFT (SHADE(E)DESIGNATEDSOLARZONEAREAREQUIRED:250SQFTPROVIDED:252SQFTPROPOSEDSOLARPANELSONSFDFOR(N)ADU.SEESHEETA-1.3FROMADJACENTPROPERTYTREEMAYAFFECTEFFICIENCYONADU) FOR"THESOLARZONENOTES:MAINELECTRICALSERVICEPANELSHALLHAVEARESERVEDSPACETOALLOWINSTALLATIONOFADOUBLEPOLECIRCUITBREAKERFORAFUTURESOLARELECTRICINSTALLATION.THERESERVEDSPACESHALLBEPOSITIONEDATTHEOPPOSITE(LOAD)ENDFROMTHEINPUTFEEDERLOCATIONORMAINCIRCUITLOCATIONANDSHALLBEPERMANENTLYMARKEDAS'FORFUTURESOLARELECTRIC'." SOLARNOTES

A-4.0 ELEVATIONSADUEXTERIOR 1SCALE:1/4"=1'-0" WESTELEVATION 3SCALE:1/4"=1'-0" SOUTHELEVATION 2SCALE:1/4"=1'-0" EASTELEVATION 4SCALE:1/4"=1'-0" NORTHELEVATION (N)OPENABLE7/8"STUCCOTANCOLOR(TOMATCHEXISTINGDWELLING)WEEPSCREED8"ABOVENATURALGRADE.SEEDETAIL3/A-7.03EGRESSWINDOWASPHALTSHINGLE(CLASS"A")ROOF PROVIDEPROPERTY(N)CONCRETELANDINGLINE1HRFIRERESISTIVEEAVE.SEEDETAIL7/A-7.03 INBEDROOMREMOVALREQUIREDESIGNANYADDITIONORCHANGESMADETOTHEAPPROVEDEXTERIORELEVATIONEITHERONTHEDRAWINGSORDURINGCONSTRUCTIONWILLPLANNINGDIVISIONANDBUILDING&SAFETYDIVISIONREVIEWANDAPPROVALANDMAYRESULTINADELAYOFTHEPROJECTORTHEOFNON-APPROVEDWORK.NOTES:EVERYBEDROOM,PROVIDEONEOPENABLEESCAPEWINDOWMEETINGALLTHEFOLLOWING1.ANETCLEAROPENINGAREAOFNOTLESSTHAN5.7SF2.AMINIMUMCLEARHEIGHTOF24IN3.AMINIMUMCLEARWIDTHOF20IN4.THEBOTTOMOFTHECLEAROPENINGNOTGREATERTHAN44INMEASUREDFROMTHEFLOOR 1 KEYNOTES 2 3 4 5 6 1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE 4 4 4 4 2 2 2 2 1 1 1 1 3 3 24x2024x20 5 66 66 6 6 +16'-0"TO+9-0"T.O.+/-DOOR+6'-8"FINISH0'-0"FLOORA.F.F.HEADER14'-8"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT 6"12"SLOPE=.5 6"12"SLOPE=.5 SLOPE=.5SLOPE=.5 SETBACK4'-0"8" 8" SETBACK4'-0" SETBACK4'-0"SETBACK4'-0" SETBACK4'-0" 8"SETBACK4'-0" 8" 8" 8" 8" 8" A-7.033 A-7.033 A-7.0333A-7.03 3'-8" +16'-0"TO+9-0"T.O.+/-FINISH0'-0"FLOOR14'-2"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT +16'-0"TO+9-0"T.O.FINISH0'-0"FLOOR+/-14'-8"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE-6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT +16'-0"TO+9-0"T.O.+/-FINISH0'-0"FLOOR14'-8"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT 3'-8" FINISH)EXTERIORFINISHMATERIALS(PRODUCT,COLOR,OFNEW/MODIFIEDACCESSORYBUILDINGWILLMACTHTHEMAINHOUSE 4'-2" 5'-8" 6'-2" 5'-8" 3'-2" 5'-8" WINDOW+7'-6"DOOR+6'-8"WINDOW+7'-6"A.F.F.HEADERA.F.F.HEADERA.F.F.HEADER WINDOW+7'-6"DOOR+6'-8"A.F.F.HEADERA.F.F.HEADERWINDOWDOOR+6'-8"A.F.F.HEADER+7'-6"A.F.F.HEADER 6"6"12"12" FIRESEPARATIONCALCULATIONS FIRESEPARATIONOPENINGCALCULATION: EXTERIORWALL DISTANCE SQFT%ALLOWABLEPROVIDED EASTELEVATION:3'TO<5' 399SQFTx.25=100SQFT 29SQFT NORTHELEVATION:3'TO<5' 162SQFT.25=41SQFT 11SQFT SOUTHELEVATION:3'TO<5' 194SQFT.25=49SQFT 20SQFT NOTES EAVE3'-4" EAVE3'-4" EAVE3'-4" EAVE3'-4" EAVE3'-4" EAVE3'-4" A-7.037 A-7.037 7 7 7

LINEFORNON-SPRINKLEREDBUILDINGSANDBETWEEN2-FTAND3-FT

ANDISALLOWEDBYTHEZONINGCODE. 14.EAVESSHALLNOTPROJECTMORETHAN4"FOREACHONEFOOTOFREQUIREDSIDEYARD,ANDSHALLPROVIDEAMINIMUM30"CLEARSPACE BETWEENTHEEAVEANDTHEPROPERTYLINE(LAMC12.22C20(B)). 15.EXTERIORPLASTER(STUCCO)WALLSSHALLBEPROVIDEDWITHACORROSIONRESISTANTWEEPSCREEDCOMPLYINGWITHSECTIONR703.7.2.1. FOUNDATIONFORMOREFOUNDATIONINFORMATIONSEEPLAN A-5.0 SECTIONSADUBUILDING R38ATTICACCESSWITHLADDER(54"x22.5")INSULATION(PERTITLE24) R15W/R-5INSULATION(PERTITLE24) R19INSULATION(PERTITLE24) 1 2 3 KEYNOTES +16'-0"TO+9-0"T.O.+/-FINISH0'-0"FLOOR14'-8"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT +16'-0"TO+9-0"T.O.+/-FINISH0'-0"FLOOR14'-8"A.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT15'-2"+/-BUILDINGHEIGHT 3 LIVINGROOMKITCHEN LIVINGROOM HALLWAY MASTERBEDROOM 2 3 1 3'-6"ATTICSPACE ATTICSPACE 5 SETBACK4'-0"SETBACKSETBACK4'-0"4'-0" WINDOW+7'-6"DOOR+6'-8"A.F.F.HEADERA.F.F.HEADER WINDOW+7'-6"DOOR+6'-8"A.F.F.HEADERA.F.F.HEADER 4 2 3 4 4

BEARING3"MINIMUMCEILINGJOIST-LAP@WALLW/NAILSPERRAFTERTIECONNECTION2XSOLIDBLOCKING2XCEILINGJOISTSW/R-30BATT.INSUL.2XDOUBLETOPPLATE2X4STUDWALL@16"OC(STUDGRADE)2XP.T.SILLW/1/2"X10"A.B.@6"OC,.229"X3"X3"PLATEWASHERS3-1/2"CONC.SLAB#4DEFORMEDREINF.@16"OCEAWAY2"SANDBED,6MILVAPORRETARDER#3DOWELS@24"OCEXTEND36"INTOSLAB(FORTWOPOUR) PROPERTYLINE. 13.12.THEAREAOFEXTERIORWALLOPENINGSOFNON-SPRINKEREDDWELLINGSANDACCESSORYBUILDINGSLOCATED=3-FTAND<5-FTTOTHEPROPERTYLINESHALLBELIMITEDTO25%OFTHEWALLAREA.EXTERIORWALLOPENINGSAREUNLIMITEDWHENEXTERIORWALLSARELOCATED=5-FTFORNON-SPRINKLEREDBUILDINGSAND=3-FTFORSPRINKLEREDBUILDINGS.EAVESSHALLBEOF1-HRFIRE-RESISTIVECONSTRUCTIONONTHEUNDERSIDEWHENLOCATEDBETWEEN2-FTAND5-FTFROMTHEPROPERTY EAVE,FROMTHEPROPERTYLINEFORSPRINKLEREDBUILDINGS.DETACHEDGARAGESWITHIN2-FTOFAPROPERTYLINEMAYHAVEAMAXIMUM4-INCHPROVIDEDTHEEAVEDOESNOTEXTENDOVERTHEPROPERTYLINE

12" T.OCONC. UNDIST.GROUND WALLBEARINGEXTERIORWALLBEARINGINTERIOR 2SCALE:1/4"=1'-0" TRANSVERSECROSSSECTION 1SCALE:1/4"=1'-0" LONGITUDINALCROSSSECTION 1.NOTES:ANCHORBOLTS1/2"x10"EMBEDDED7"ANDSPACEDMAXIMUM6'WITH.229"x3"x3"PLATEWASHERS,MINIMUM2ANCHORBOLTSPERPIECE,LOCATEDNOTMORETHAN12"ORLESSTHAN7BOLTDIAMETERSFROMEACHENDOFTHEPIECE. 2.ALLFOUNDATIONPLATESORSILLSANDSLEEPERSONACONCRETEOR PRESERVATIVENOTCHES,PRESERVATIVEMASONRYSLAB,WHICHISINDIRECTCONTACTWITHEARTH,ANDSILLSTHATRESTONCONCRETEORMASONRYFOUNDATIONSSHALLBETREATEDWOOD(AWPAU1)ANDFIELDCUTENDS,ANDDRILLEDHOLESSHALLBEFIELDTREATEDINACCORDANCEWITHAWPAM4.FASTENERS(OTHERTHANANCHORBOLTS)INTREATEDWOODORFIRERETARDANTTREATEDWOOD SHALLBEOFHOTDIPPEDZINCCOATEDGALVANIZEDSTEELORSTAINLESS 5.3.STEEL.MINIMUMCONCRETESTRENGTH2,500PSI.4.EXTERIORWALLS,BEARINGWALLSANDBRACEDWALLPANELSREQUIRECONTINUOUSFOOTAGE.R403.1.23/32"PLYWOODREQUIREDFOR24"JOISTSPACING.6.WHEREINTERIORWALLSARESHEARWALLS,WALLFRAMINGAND SHEATHINGSHALLEXTENDTOTHEROOFSHEATHING. 9.7.FOOTINGSONORADJACENTTOSLOPESSHALLMEETTHEREQUIREMENTSOFSECTIONR403.1.7.8.WALLSSEPARATINGUNITSINTOWNHOUSESSHALLBEPROVIDEDWITHPARAPETINACCORDANCEWITHR302.2.2.PROJECTSLOCATEDINTHEVERYHIGHFIREHAZARDSEVERITYZONE(VHFHSZ)MUSTALSOINCORPORATETHEREQUIREMENTSOFSECTION R337INTOTHEDESIGN. 11.10.EXTERIORWALLSOFDWELLINGSANDACCESSORYSTRUCTURESCLOSERTHAN5-FT(NON-SPRINKLERED)3-FT(SPRINKLERED)TOTHEPROPERTYLINESHALLBE1-HRFIRERESISTANCERATEDCONSTRUCTION.NOOPENINGSOTHERTHANAPPROVEDFOUNDATIONVENTSSHALLBEPERMITTEDINTHEEXTERIORWALLSIFDWELLINGSANDACCESSORYBUILDINGSWHERETHEEXTERIORWALLISLESSTHAN3-FTTOTHE

1336GRAYNOLDAVEGLENDALE,CA91202ADU 1336GRAYNOLDAVE KHACHIKYANGLENDALECA91202RESIDENCE 3SCALE:1"=1'-0" EXTERIORWALLSECTION 5SCALE:11/2"=1'-0" 1HRRATEDEXTERIORPLASTERWALL INTERIOR STCCBCCONSTRUCTACCORDINGTO:TABLE721.1(2)15-1.3=50MIN.EXTERIORCEMENTPLASTERSTRUCTURALSHEATHINGWHEREOCCURS2x4MIN.WOODFRAMINGEXTERIOR WALLRATEDHR.1 INSULATION5/8"WEATHERRESISTANTBARRIERTYPE'X'GYPSUMBOARDASREQUIRED 4SCALE:1"=1'-0" INTERIORWALLSECTION E.N.8D@6"OCR-15WHERERAFTERW/1/2"WOODSTRPANELW/8D@6"/6"/12"OC(COMMONNAILS)2XROOFR2XSOLIDBLOCKINGAPPROVEDFRAMINGANCHOREA.BLOCKTIECONNECTION2XCEILINGJOISTSW/R-38BATT.INSUL.DOUBLETOPPLATESTUCCOISAPPLIEDOVERSHEATHINGPROVIDE2-LAYERSGRADE"D"PAPERUNDERLATH2X4STUDWALL@16"OC(DFSTUDGRADE-MINIMUM)+10(BATT+RIDGEINSUL.)15/32"WOODSTR.PANELORSTUCCOSHEARPANEL2XP.T.SILLW/1/2"X10"A.B.@6"OC,.229"X3"X3"PLATEWASHERS3-1/2"CONC.SLAB#4DEFORMEDREINF.@16"OCEAWAY2"SANDBED,6MILVAPORRETARDER#3DOWELS@24"OCEXTEND36"INTOSLAB(FORTWOPOUR)(2)#4BAR,TOP(2)#4BAR,BOTTOM SEENOTE1524"8" 12" CLR3" FINISHEDT.OCONC.GRADE UNDIST.GROUND GENERALNOTES

PROJECT INFORMATION TITLE 24 ARCHITECT:ENVELOPE:OWNER: A-1.0 COVER SHEETA-0.0 32 8 546 7 ARCHITECTURAL 9 10 NEW DETACHED ADU SITE PLAN A-2.0 FLOOR PLAN VICINITY MAP 111 12 A-4.0 13 EXTERIOR ELEVATIONS 14 A-7.0 15 DOOR & WINDOW SCHEDULE GENERAL NOTES ABBREVIATIONSSYMBOLS CONVERSION OF EXISTING DETACHED 400 SQ FT GARAGE TO AN ADU WITH A 202 SQ FT ADDITION. PROPOSED 602 SQ FT ADU. TYPE VB, NON-SPRINKLER DETACHED ADDITION TO AN EXISTING 1020 SQ FT SINGLE-FAMILY RESIDENCE. SUBMITTALS/PERMITS BY GENERAL CONTRACTOR: DESIGN PLUMBINGELECTRICALMECHANICALBUILD: 16 9605 BAIRD AVE. LOS ANGELES, CA 90002 BUILDING SECTIONS1.2.4.5.3.7.6.8.30.29.28.27.26.21.22.23.25.24.10.9.12.11.13.15.16.14.18.20.19.17. THE CONTRACTOR SHALL EXAMINE THE CONDITION OF THE PROJECT AREA AND PRIOR TO COMMENCEMENT OF WORK. REPORT ALL DISCREPANCIES TO THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS, LICENSE, AND PAY ALL REQUIRED FEES. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN OR GRID LINES AND FACES OF GYPSUM BOARD, UNLESS OTHERWISE NOTED OR DETAILED. CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH CEILING CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ARCHITECT AND THE PROVIDEOWNER.BLOCKING

PLUMBING NOTES:

ARELI CANALES 9605 BAIRD AVE LOS ANGELES, CA 90002 TEL: (323)236-6729 A-5.0 DOORIDENTIFIER REVISIONSYMBOL DETAILEDAREA SECTION DETAIL SHEETLOCATOR PLAN DETAIL SCALE NUMBERDRAWING IDENTIFIER NAMEDRAWING FLOOR PLAN SCALE: 1/8" = 1'-0" 1KEYNOTEIDENTIFIER WINDOW OTHERWISEAREDBELEVATIONSINTERIORACDIMENSIONSTOFACEOFFINISHUNLESSNOTEDWALLIDENTIFIERTYPE SECTIONDETAILNUMBER ELEVATION SHEETLOCATORELEVATIONLOCATION OTHERWISEREF.RPT.PR.PLYWD.PLAS.P.LAM.PL.OPP.OPNG.NO.OR#O.C.N.T.S.NOM.N.I.C.CNTR.COUNTERDRINKINGCENTERDOUBLEDEPARTMENTDIAMETERDIMENSIONFOUNTAINCTR.DBL.D.F.DEPT.DET.DIM.DIA. CERAMICCEILINGCOLUMNCONCRETECONSTRUCTIONCONTINUOUSDETAILCER.CLR.CLG.COL.CONC.CONT.CONSTR. CLEAR RADIUSREFERENCEPOINTPLASTICPLASTERPLYWOODLAMINATEPAIRPLATEOPPOSITEONCENTERNOTTOSCALENOMINALNOTINCONTRACTOPENINGNUMBER INT.INSUL. LAM.LAV.LT.MAX.MECH.MET.MIN.MIR.MISC.M.O.MTD.MUL. JT. BD.BOARDBLDG.BLK.BLOCKBLKG.BOT.CEM.ARCH.ARCHITECTURALBUILDINGCEMENTBOTTOMBLOCKING N POUND OR NUMBER DIAMETER OR CENTERLINEEXISTINGACOUSTICALADJUSTABLEAPPROXIMATEROUND(E)APPROX.ADJ.ACOUS.#@COL&L ANDANGLEAT MASONRYMOUNTEDMAXIMUM MINIMUMMETALMIRRORNORTHMULLIONMECHANICALMISCELLANEOUSOPENING INTERIORINSULATION LAMINATELAVATORY JOINT LIGHT UNLESS NOTED HOLLOWHORIZONTALHEIGHTMETALH.M.HORIZ.HR.HGT. GENERALHOUR CONTRACTORFOOTGROUNDGYPSUMGLASSOR FUTUREFURRINGGAUGEGALVANIZEDFEETFURR.FUT.FT.GA.GALV.GND.G.C.GYP.GL. THICKTELEPHONEWITHWESTTYPICALUNFINISHEDWOODTEL.THK.TYP.UNF.W.W/WD.U.N.O.EXISTINGEXPANSIONEXTERIORFLOORFINISHFIREFIREFLASHINGFLUORESCENTFLOOREXTINGUISHERALARMDRAIN(E)EXIST.EXT.F.A.EXP.F.D.F.E.FLASHFLOUR.FL.FIN. ELECTRICALEMERGENCYENCLOSUREEQUAL DRAWING E.EA.ELEC.ENCL.EQ.EMER. DWG. EASTEACH SIMILARSPECIFICATIONSQUARESTAINLESSSTEELTREADSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALSTEELSQ.SIM.SPEC.ST.STD.STL.STOR.STRUCT.SUSP.SYM.TRD.STL. SOUTHSCHEDULESECTION REINFORCEDREQUIREDRESILIENTROOM S.SCHED.SECT. RM.REINF.REQ.RESIL. VERIFY IN FIELDV.I.F PROJECT INDEX 9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER (562)256-1701 SITE LOCATION A-7.02 DOOR & WINDOW FLASHING & INTERIOR DETAILS A-7.01 DOOR & WINDOW DETAILS A-7.03 EXTERIOR DETAILS A-8.0 TITLE 24 ANNULAR SPACE AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN ACCORDANCE WITH HE CALIFORNIA GREEN BUILDING STANDARD CODE, CHAPTER 4 DIVISION 4.4. (R602.3.4.1) 31. TOROS MALYAN 8337 OUTLAND VIEW DR SUN VALLEY, CA 91352 TEL: PRECISIONZIJIE(818)636-0980LIBUILDING CONSULTANTS INC. 3710 TURNBULL CANYON RD HACIENDA HEIGHTS, CA 91745 TEL: (909)996-6179 ADDRESS:9605 BAIRD AVE LOS ANGELES, CA 6049015031 LEGAL OCCUPANCY:DESCRIPTION: SINGLE FAMILY (R-2) STORIES:APPLICABLE CODES: EXISTING ZONE: (N) PLANNINGADU: NO: 16'-0"1 BUILDINGSETBACKS:USAGE:SINGLE FAMILY RESIDENTIAL TRACT:TRAPN: 6384 GOVERNINGLOT:34BLOCK:ALLOWABLEBUILDINGHEIGHT:AGENCY:(E)BLDGSQUAREAREA:1,020 SQ. FT. CONSTRUCTION TYPE:VBFRONT26'-0"(NON-SPRINKLERED)SIDE(EAST)37'-0"REAR4'-0"SIDE(WEST)0'-0" (E) LOT SIZE: 5,979 SQ. FT. LOT COVERAGE: R.227%2020 LACO BUILDING CODE (TITLE 26) 2020 LACO ELECTRICAL CODE (TITLE 27) 2020 LACO PLUMBING CODE (TITLE 28) 2020 LACO MECHANICAL CODE (TITLE 29) 2020 LACO RESIDENTIAL CODE (TITLE 30) 2020 LACO GREEN BUILDING STANDARDS CODE (TITLE 31) 2020 LACO EXISTING BUILDING CODE (TITLE 33) LOS ANGELES COUNTY 1401 EAST WILLOW ST SIGNAL HILL, CA 90755 NOFIRE SPRINKLER: LOT AREA PROPOSEDCALCULATION:LOTCOVERAGE (1,622/5,979) = 27% 602 SQ. FT. EXISTING HOUSE: 1,020 SF NEW ADDITION: 602 SF EXISTING GARAGE: 400 SF TOTAL: 1,622 SF A-9.0 GREEN FORMS PROJECT SCOPE A-0.0 COVER SHEET BUILDING SQ FOOTAGE: EXISTING HOUSE: 1,020 SF NEW ADDITION: 602 SF EXISTING GARAGE: 400 SF TOTAL: 1,622 SF ZONING SQ FOOTAGE: EXISTING HOUSE: 1,020 SF NEW ADDITION: 602 SF EXISTING GARAGE: 400 SF TOTAL: 1,622 SF RFA: 1,622 SQ FT < 2,691 SQ FT RFA TOTALANALYSIS:LOTCOVERAGE (5,979 .45) = 2,691 MAX RFA EXISTING HOUSE: 1,020 SF NEW ADDITION: 602 SF EXISTING GARAGE: 400 SF TOTAL: 1,622 SF (N) 2 CAR PARKING AREA FOR SFRPARKING: A-0.1 DEMOLITION PLAN (E) GARAGE: 400 SQ. FT. SOUTH DISTRICT OFFICE A-3.0 ROOF PLAN PROJECT DIRECTORY A-2.1 FOUNDATION PLAN A-2.2 FRAMING PLAN A-9.1 WOOD FRAME PRESCRIPTIVE PROVISIONS QUALITY INSULATION INSTALLATION (QII) IS REQUIRED TO BE PERFORMED BY A CERTIFIED HERS RATER IN ACCORDANCE WITH THE ENERGY REPORT SOLAR SYSTEM IS REQUIRED BY THE ENERGY REPORT. SOLAR SYSTEM WILL BE A DEFERRED SUBMITTAL. 9605BLDR210128000854SD-2BAIRDAVELOSANGELES90002 GARAGE CONVERSION TO ADU NOTES 5/22/2021, 1:55:21 LACO-BLDR210128000854AM This set plans and specifications must be kept at the job site at all times, and is unlawful to make any changes, modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law BUILDING AND SAFETY DIVISION Department of Public Works APPROVED UNDER LOS ANGELES COUNTY CODE TITLES 26, 30 AND 31 CERTIFIED HERS RATER REQUIRED

BEHIND ALL FIXTURES, CLOSET SHELVES, POLES ETC., WHERE INDICATED OR REQUIRED. EXTEND SOFFIT FRAMING TO STRUCTURE ABOVE, DIAGONALLY BRACE AS REQUIRED. PROVIDE METAL BULLNOSE CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR DRYWALLED SURFACES; UNLESS OTHERWISE NOTED. ALL FOOTINGS SHALL BE FOUNDED IN UNDISTURBED NATURAL SOIL PER CODE. ALL EXTERIOR WALL OPENINGS, WINDOWS, DOORS, VENTS FLASHING, COPING AND EXPANSION JOINTS SHALL BE INWEATHERPROOF.THEEVENTEXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED. PROVIDE STIFFENERS, BRACING, BACK UP PLATE, ETC., AS REQUIRED AT STUD WALLS FOR SUPPORT OF TOILET ROOM FIXTURES OR OTHER EQUIPMENT. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE. NO TRENCHES EXCAVATIONS OR MORE DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN NECESSARY PERMISSION FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. ALL DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. PROVIDE 72" HIGH NON-ABSORVENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER FIREENCLOSURE.CLASSA ROOF IS REQUIRED. WHERE FACTORY FINISHED ON FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND OR AS DIRECTED BY THE ARCHITECT. ALL MATERIALS AND FINISHES INDICATED ON PLANS SHALL BE NEW AND CONTRACTORUNUSED.SHALL COORDINATE WORK PERFORMED BY OTHER SUB CONTRACTORS, DISCREPANCIES, IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OD THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. SHOULD THE DRAWING DISCREPANCIES IN THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUANTITY OF WORK AND/OR MATERIAL SHALL BE ESTIMATED UPON, AND UNLESS OTHERWISE ORDERED IN WRITING, SHALL BE FURNISHED AND INSTALLED. IF ANY ERROR OR OMISSIONS OCCUR IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH ERROR OR OMISSION. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FOR RESULTS OF SUCH ERRORS AND OMISSIONS AND FOR THE COST OF RECTIFYING SAME. KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF FLOOR/ROOF FRAMING AS POSSIBLE. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING AND ELECTRICAL WORK. COORDINATE WITH ALLARCHITECT.MILLWORK, ARCHITECTURAL WOODWORK, WOOD DOORS, MODULAR AND CUSTOM CASEWORK SHALL BE MANUFACTURED IN ACCORDANCE WITH THE STANDARD ESTABLISHED IN THE LATEST EDITION OF THE MANUAL OF MILLWORK OF THE WOODWORK INSTITUTE OF CALIFORNIA IN THE GRADE OR GRADES SPECIFIED THEREIN OR AS SHOWN ON THE DRAWINGS.

1. WALL COVERINGS SHALL BE GYPSUM GREEN BOARD, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE THE DRAIN INLET AT SHOWERS OR TUB WITH SHOWER, MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. 2. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II; SWING DOOR OUTWARD; NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1024 SQ. INCHES OF FLOOR AREA AND ENCOMPASS 30 INCH DIA. METER CIRCLE. 3. ALL PLUMBING WALLS SHALL BE 2x6 STUDS @ 16 INCH O.C. 4. PROVIDE LOW CONSUMPTION WATER CLOSETS (1.6 GALS. PER FLUSH)WATER HEATER NOTES: 1. PROVIDE 18 INCH HIGH PLATFORM. 2. INSTALL 3/4"x24 GAUGE PERFORMACE STEEL PLUMBERS TAPE TOP AND BOTTOM OF WATER HEATER. 3. PROVIDE 30" SQ. EACH VENT, TOP AND BOTTOM OF WATER HEATER ENCLOSURE DOOR. 4. PROVIDE VENT THRU ROOF. (12" MIN. ABOVE ROOF LINE.) GENERAL NOTES: 1. ALL DOORS OPEN ON A LANDING 1/2" BELOW THE THRESHOLD. 2. UNDER CUT BEDROOM DOORS BY 2" MIN. FOR WARM AIR CIRCULATION.3.ALLGLASSWITHIN 18" OF FLOOR SURFACE SHALL BE APPROVED FOR IMPACT

1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 S.F.2.THE BOTTOM EDGE IS LESS THAN 18 INCHES ABOVE THE FLOOR. 3. THE TOP EDGE IS MORE THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE F.GLAZINGGLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS, AND RAMPS, UNLESS THE GLAZING IS MORE THAN 36 INCHES MEASURED HORIZONTALLY FROM THE WALKING SURFACE, OR A RAIL IS DESIGNED PER SECTION R308.4.6.

THE CONSTRUCTION SHALL NOT RESTICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES. FOOTINGS SHALL BE SET BACK FROM THE DESCENDING SLOPE SURFACE EXCEEDING 3 HORIZONTAL TO 1 VERTICAL AS PER SECTION 91.1806.5.3. ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. PROVIDE RESIDENTIAL FIRE SPRINKLER SYSTEM. SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER SHOP DRAWINGS AND PERMIT. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

1.CONSTRUCTIONHAZARD.REQUIREMENTSNOTCHINGOFEXTERIORANDBEARING/NONBEARING WALLS SHALL NOT EXCEED 25% 40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40% 60% RESPECTIVELY. (2308.9.10, 2308.9.11) 2. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS, PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVEL, AND AT 10-FT. INTERVALS BOTH VERTICAL AND HORIZONTAL. (717.2) 3. DUCTS INSTALLED UNDER A FLOOR IN A CRAWL SPACE SHALL NOT PREVENT ACCESS TO AN AREA OF CRAWL SPACE. WHERE IT IS REQUIRED TO MOVE UNDER DUCTS FOR ACCESS TO AREAS OF THE CRAWL SPACE, A VERTICAL CLEARANCE OF 18" MIN. SHALL BE PROVIDED.4.WHEREFLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .019 INCH (NO. 26 GALVANIZED SHEET) 5. NOTE ON THE PLANS: “ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.” 6. SUBFLOORS SHALL HAVE END-MATCHED LUMBER, HAVE BLOCKED PANEL EDGES, OR OCCUR OVER SUPPORT. FLOOR SHEATHING SHALL COMPLY WITH SECTION R503 GLAZING REQUIREMENTS THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING PER SECTION R308: A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. B. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INHES ABOVE THE WALKING SURFACE. C. WINDOW GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:

3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY PROTECTION TO ISOLATE AREAS OF REWORK.

ADU, REPLACEMENT PARKING

(E) DOOR TO BE REMOVED PROPERTY LINE 1 2 3

NO SETBACK SHALL

ADU

UNIT SHALL

9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER A-0.1 DEMOLITION PLAN TOTAL EXISTING WALLS FOR DWELLING H4-20.00H3-20.00H2-20.00H1-20.00TOTAL80.00 TOTAL DEMO WALLS FOR DWELLING D4-20.00TOTAL20.00 DEMOLITION CALCULATIONS DEMOLISH WALL/ EXISTING WALLS 20.00/80.00 = .25 TOTAL DEMOLISH PERCENTAGE = 25% DEMOLISH EXISTING WALLS EXISTING WALLS TO REMAIN. AREA OF NEW CONSTRUCTION 1. CONSTRUCTION WASTE SHALL BE REDUCED BY 65%. CONSTRUCTION WASTE WILL BE HANDLED BY AN APPROVED RECYCLING AND REUSE PLAN (RRP) FROM ENVIRONMENTAL PROGRAMS DIVISION.

2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE.

UNIT,

DEMOLITION PLAN SCALE: 1/4" = 1'-0" 1 AREA FOR NEW ADU SCALE: 1/4" = 1'-0" 2 BUILDING DEMOLITION NOTES DEMOLITIONLEGEND CALCULATIONS KEYNOTES 4 5 1 520'-0"20'-0"H1H320'-0" H2 20'-0" H4 2 2 33 4 20'-0" D4 6 6 6 0'-0"0'-0" 5/22/2021, 1:55:21 LACO-BLDR210128000854AM

4. PATCH AND REPAIR ALL WALLS, FLOORS, AND CEILINGS TO MATCH ADJACENT FINISHES.5.CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS TO DETERMINE EXACT SCOPE OF WORK. 6. VERIFY WITH OWNER BEFORE DISPOSING OF ANY EXISTING FIXTURES, DOORS, WINDOWS, OR OTHER REUSABLE MATERIALS.

ADU

PREPARE EXISTING AREA FOR NEW ADU (E) EXTERIOR WALL TO BE DEMOLISHED (E) GARAGE DOOR TO BE REMOVED (E) WINDOW TO BE REMOVED WHEN AN EXISTING GARAGE, CARPORT, OR COVERED PARKING STRUCTURE IS DEMOLISHED IN CONJUNCTION WITH THE CONSTRUCTION OF AN OR IS CONVERTED INTO AN FOR THE MAIN DWELLING NOT BE REQUIRED. BE REQUIRED WHEN AN ADU IS CONSTRUCTED IN THE SAME LOCATION AND TO THE SAME DIMENSIONS AS AN EXISTING LEGAL STRUCTURE THAT IS CONVERTED INTO AN OR TO A PORTION OF AN ACCESSORY DWELLING EVEN WHEN THAT STRUCTURE HAS BEEN DEMOLISHED.

A-1.0 SITE PLAN 9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNERLANDSCAPE:SLOPE 854 SF PROVIDED (E) HARDSCAPE:3,342 SF PROVIDED 25% OF HARDSCAPE:836 SF TO BE HARDSCAPE MATERIAL WITH AN INITIAL SOLAR REFLECTANCE OF AT LEAST .30 OR UNCOLORED CONCRETE WITH SMOOTH CEMENT FINISH LOT SIZE:5,979 BUILDING:1,622SFSFCOVERAGE:27% SITE PLAN SCALE: 1/8" = 1'-0" 1 PROPERTY LINE EXISTING WALL (N) WALL (E) FENCE 5'-10" HIGH (E) CMU WALL 5'-10" HIGH 2% SLOPE SITE DRAINAGE DIRECTION PATH OF TRAVEL AREA OF (N) ADDITION 1 2 3 4 5 6 7 8 9 10 11 (E) GAS METERS (E) ELECTRICAL METER (E) WATER METER (E) WATER HEATER (E) ELECTRICAL POLE (E) ELECTRICAL POLE OVERHEAD CONNECTION (E) DRIVEWAY (E) GATE (E) LANDSCAPE (E) HARDSCAPE (E) FENCE 5'-10" HIGH (E) CMU WALL 5'-10" HIGH (E) WALL TO REMAIN AT 0'-0" PROPERTY LINE (N) ELECTRICAL METER (200 AMP) (N) MINI SPLIT UNIT (N) WATER HEATER 12 BUILDING SQ FOOTAGE (E) SFD:1,020 SQ FT (N) ADU: 602 SQ FT TOTAL:1,622 SQ FT ZONING SQ FOOTAGE: (E) SFD:1,020 SQ FT (N) ADU: 602 SQ FT TOTAL:1,622 SQ FT FAR TOTALANALYSIS:SITE:5,979 x .45 = 2,691 MAX RFA (E)SFD:1,020 SQ FT (N)ADU: 602 SQ FT TOTAL:1,622 SQ FT TOTAL FAR: 1,622‬ SQ FT < 2,691 SQ FT BUS STOP WITHIN 1/2 MILE NO PARKING REQ. FAR NOT APPLICABLE PER CA GOV. CODE 65852.2(C)(2)(C).SECTION LANDSCAPE/HARDSCAPELEGENDKEYNOTES CALCS SQUARE FOOTAGE CALCSBUS PATH AVEBAIRD E 96TH ST PROPERTY LINE 120' PROPERTY LINE 120' 50'LINEPROPERTY 50'LINEPROPERTY 10=R SLOPE2% 2% SLOPE 2% SLOPE 2%SLOPE 2% SLOPE (E) SFR (NON1,020SPRINKER)SQFT PROPOSED ADU (NON602SPRINKER)SQFT 18'-0" (E) SETBACK 26'-6" (N) SETBACK EXISTING45'-0"30'-6"NEW 24'-0" EXISTING 21'-0" SETBACK(E) 5'-0" SETBACK(E) 20'-0" EXISTING 4'-0" SETBACK(E) 26'-0" SETBACK(E) NEW8'-6"NEW8'-6" 20'-0" NEW 25'-0" SETBACK(N) (E) ENTRY EXISTING12'-0" 10'-0" EXISTING EXISTING10'-0" 11 7 8 8 8 8 9 9 1010 10 11 11 12 12 13 13 (N) SINGLEENTRYSTORYTYPEVB SINGLE STORY 0'-0" (E) SETBACK ADJACENT PROPERTY ADJACENT PROPERTY 14 15 1 3 5 6 14 2 4 15 16 16

13.EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.

3.PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER 4.PROVIDECONSUMPTION.(70)(72)

INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1210.2.3, 2406.4.5, R307.2, R308.4) 5.WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3 & LAPC) 6.SPRINKLER SYSTEM MUST BE APPROVED BY THE MECHANICAL DIVISION PRIOR TO INSTALLATION.

8.CARBON MONOXIDE ALARM IS REQUIRED PER (SEC. 420.6, R315) PLAN NOTES FIXTURES AND FIXTURE FITTINGS ON THE PLANS SHALL COMPLY WITH THE FOLLOWING FLOW RATES: A. WATER CLOSETS 1.28 GPF B. SINGLE SHOWERHEAD 1.8 GPM @ 80PSI C. MULTIPLE SHOWERHEADS 1.8 GPM AT 80PSI FOR ALL COMBINED SHOWERHEADS D. LAVATORY FAUCETS 1.2 GPM AT 60PSI E. METERING FAUCETS- 25 GALLONS PER CYCLE F. KITCHEN FAUCETS 1.5 6PM @ OPSI ALL SHOWER AND TUB-SHOWERS SHALL HAVE PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMIBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING TYPE VALVE. ALL NEW REPLACEMENT AND EXISTING WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE OF THE UPPER OF THE TANG, AND ONE ON THE LOWER OF THE TNAK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE PROVIDECONTROLS.6'-0"HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30 IN DIAMETER CIRCLE INSULATIONCEILING R-38 ROOF DECK R-38 EXTERIOR WALLS R15 BATT W/ ADDITIONAL LAYER R-5 RIGID

2.AN APPROVAL SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158 AND 180,670) SEPARATE PLUMBING PERMIT IS REQUIRED.

7.A FIRE ALARM (VISUAL AND AUDIBLE) SYSTEM IS REQUIRED. THE ALARM SYSTEM MUST BE APPROVED BY THE FIRE DEPARTMENT AND ELECTRICAL PLAN CHECK PRIOR TO INSTALLATION. (LAMC 57.122)

SMOKE ALARM REQUIREMENTS:

set plans and specifications must be kept at the job site all times, and it is unlawful to make any changes, modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law BUILDING AND SAFETY DIVISION Department of Public Works APPROVED UNDER LOS ANGELES COUNTY CODE TITLES 26, 30 AND 31 CERTIFIED HERS RATER REQUIRED

BATHTUBS, SHOWERS,

PLUMBING

1.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

14.FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

This

A)AN APPROVED SMOKE ALARM SHALL BE INSTALLED FOR NEW CONSTRUCTION AND ALTERATION, REPAIR OR ADDITIONS REQUIRING PERMIT EXCEEDING $1000. B)BATTERY OPERATED SMOKE ALARMS PERMITTED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE OR IN BUILDING UNDERGOING ALTERATION OR REPAIR THAT DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES, UNLESS THER IS AN ATTIC, CRAWL SPACE OR BASEMENT WHICH COULD PROVIDE ACCESS TO WIRING. C)SMOKE ALARM SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DWELLING UNIT. D)SMOKE DETECTORS SHALL BE "HARD WIRED" AND SHALL BE EQUIPPED WITH BATTERY BACKUP. CARBON MONOXIDE ALARM REQUIREMENTS: A)AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED FOR NEW CONSTRUCTION AND ALTERATION, REPAIR OR ADDITIONS REQUIRING PERMIT EXCEEDING $1000. B)CO ALARMS SHALL BE "HARD WIRED" AND SHALL BE EQUIPPED WITH BATTERY C)COBACKUP.ALARMS SHALL BE LISTED FOR COMPLIANCE WITH UL 2034, UL 217, UL 2075, AND MAINTAINED PER NFPA 720. D)CO ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL FO A DWELLING UNIT INCLUDING BASEMENT. E)CO ALARM SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DWELLING UNIT. F)IN EXISTING DWELLING UNIT, A CO ALARM BE INSTALLED TO PERMIT THE DISCHARGE FROM CLOTHES WASHERS, AND BATHROOM/RESTROOM WASH BASINS TO BE USED FOR A GRAYWATER IRRIGATION SYSTEM. (PC 304.1) EXCEPTIONS: (1.) BUILDINGS WITH A GRAYWATER SYSTEM, RAIN CATCHMENT SYSTEM OR RECYCLED WATER (2.)SYSTEM.SITES WITH LANDSCAPE AREAS NOT EXCEEDING 500 SQUARE FEET. (3.) PROJECTS WHERE GRAYWATER SYSTEMS ARE NOT PERMITTED DUE TO GEOLOGICAL CONDITIONS. (4.) ADDITIONS AND ALTERATIONS THAT USE THE EXISTING BUILDING DRAIN. B.A HOT WATER RECIRCULATION SYSTEM SHALL BE INSTALLED, AS DEFINED IN CHAPTER 2 OF LOS ANGELES COUNTY PLUMBING CODE, AND SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES. HOT WATER RECIRCULATION SYSTEMS MAY INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: (PC 601.2.2) (1.) TIMER-INITIATED SYSTEMS. (2.) TEMPERATURE SENSOR-INITIATED SYSTEMS. (3.) OCCUPANCY SENSOR-INITIATED SYSTEMS. (4.) SMART HOT WATER RECIRCULATION SYSTEMS. (5.) DEMAND HOT WATER RECIRCULATION SYSTEMS. (6.) OTHER SYSTEMS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. C.AN INDIVIDUAL WATER METER OR SUBMETER SHALL BE PROVIDED FOR EACH DWELLING UNIT IN NEWLY-CONSTRUCTED MULTI-UNIT RENTAL APARTMENT, CONDOMINIUM STRUCTURES AND IN RESIDENTIAL PORTION OF NEWLY-CONSTRUCTED MIXED-USE STRUCTURES. (PC 601.2.1 & 601.2.1.1)

IS PERMITTED TO BE BATTERY OPERATED WHERE REPAIR OR ALTERATION DO NOT RESULT IN THE REMOVAL OF WALL OR CEILING FINISHES. PLAN NOTESGENERAL NOTESPLUMBING NOTES 1 2 4 645 3 2 1 5 SD CMA SD 30'-6" 12'-10" 10'-10" 6'-1" 5'-9" 13'-11"12'-7" 4'-0" 8'-6" 10'-2" 5'-5" 12'-4" 5'-1"9'-11"9'-5"6'-1" 30'-6" 20'-0" 9'-3" 20'-0" 3'-0" LANDING 22x30 2'-4" 1'-8" 5 6 8 9 ALIGNED TEMPERED 1 2 3 4 LIVING ROOM 115101SQ.FT. BEDROOM #1 95102SQ.FT.114KITCHENSQ.FT.100 BEDROOM #2 93103SQ.FT. BATHROOM 42 SQ.FT. FOYER 37 SQ.FT. HALLWAY 14 SQ.FT. 7 380'-0" 4'-1" MIN1'-2" 24"3'-8" 10" 1 A-4.0A-4.02A-5.02 A-4.04A-4.03 1 A-5.0 BEST MANAGEMENT PRACTICEBEST MANAGEMENT PRACTICE SD 3'-10"3'-8" 10 11 12 10 11 12 IN COMPLIANCE WITH THE 2020 COUNTY OF LOS ANGELES PLUMBING CODE, INDICATE THE FOLLOWING NOTES ON THE PLANS: A.DUAL WASTE PIPING SHALL

9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER FLOOR PLAN SCALE: 1/4" = 1'-0" 1 A-2.0 FLOOR PLAN LEGEND KEYNOTES 1 2 (N) CONCRETE LANDING (N) UNIT ENTRY 1-1/2" THRESHOLD (N) MILLWORK (N) STOVE (N) SINK (N) REFRIGERATOR (N) PLUMBING FIXTURE BY OWNER (N) 12" x 12" MIN PLUMBING ACCESS (N) ATTIC ACCESS (N) ELECTRICAL METER (200 AMP) (N) MINI SPLIT UNIT (N) WATER HEATER 3 4 5 6 7 8 9 CMASD ENERGY STAR W/ HUMIDISTAT EXHAUST FAN 50 CFM TO OUTSIDE SMOKE DETECTORS TO BE HARD-WIRED W/ BATTERY BACK-UP TYP CARBON MONOXIDE ALARM DOOR TAG. SEE SCHEDULE WINDOW TAG. SEE SCHEDULE (E) 2x XTUD WALL @ 16" OC W/ 5/8" GYP BD & 7/8" THK STUCCO (N) 2x XTUD WALL @ 16" OC W/ 5/8" GYP BD & 7/8" THK STUCCO SEE DETAIL 5/A-5.0 (N) 2x XTUD WALL @ 16" OC W/ 5/8" GYP BD (N) 1HR FIRE RATED WALL. SEE DETAIL 10/A-7.03 1.VERIFY-IN-FIELD ACCURACY OF GRIDLINES. REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITION. 2.SEE SHEET A-0.0 FOR SYMBOLS & ABBREVIATIONS. 3.WHEN PROVIDED, SEE CIVIL PLANS FOR THE BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS. 4.ALL DIMENSIONS ARE TO FACE OF MASONRY,CONCRETE, STUD, OR CENTERLINE OF COLUMN. 5.PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, AT 10' INTERVALS BOTH VERTICALLY AND HORIZONTALLY. 6.WHEN PROVIDED, SEE STRUCTURAL DRAWINGS FOR BUILDING SECTION. 7.SIZE AND LOCATION OF FRAMING AND PLYWOOD SHEATHING. 8.SPECIAL NAILING AND BLOCKING REQUIREMENTS. 9.PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 10.FOR DOOR & WINDOW SCHEDULE SEE SHEET A-7.0 AND A-7.01 11.GREEN NOTES: NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATES SPECIFIED. 12.THE HEATING AND AIR-CONDITIONING SYSTEM SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL J-2011. ANSI/ACCA 29-D-2014 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT SELECTED IN ACCORDANCE WITH ANSI/ACCA 3 MANUAL S-2014. (4.507.2)

GENERAL NOTES 5/22/2021, 1:55:21 LACO-BLDR210128000854AM

C. FLOOR SLAB 4-IN. THICK OVER TWO LAYERS OF A 2-IN. FILL OF SAND AND A MOISTURE BARRIER MEMBRANE (6 MILS THICK) SANDWICHED BETWEEN THE TWO LAYERS OF FILL AND REINFORCED WITH #4 BARS AT 16-IN. O.C. EACH WAY. REINFORCEMENT TO BE PLACED AT CENTER OF SLAB. D. SATURATE THE SOIL 18-IN. DEEP BEFORE PLACING THE CONCRETE SLAB. E. PROVIDE #4 DOWELS AT 16-IN. O.C. BENT 2-FT. INTO SLAB AND 1-FT. INTO FOOTING. DOWELS MAY BE OMITTED WHEN SLAB IS A “MONOPOUR” OR DESIGNED AS AN INDEPENDENT “FLOATING SLAB.”

BLDR210128000854 9605 BAIRD AVE LOS ANGELES, CA 90002 CONVERSION OF (E) DETACHED 400 SQ FT GARAGE TO AN ADU W/ A 202 SQ FT ADDITION. PROPOSED 602 SQ FT ADU. TYPE VB. NON SPRINKLER DETACHED ADDITION TO AN EXISTING 1020 SQ FT SINGLE-FAMILY RESIDENCE. ARELI CANALESTOROS MALYAN

B. FOUR CONTINUOUS #4 BARS, TWO 4-IN. FROM BOTTOM AND TWO 4-IN. FROM TOP OF FOUNDATION.

0"4'-L=HDU2 HDU2 0"4'-L= HDU2HDU20"4'-L= 0"4'-L= HDU2HDU2 HDU2 0"4'-L= 0"4'-L= HDU2 HDU2 HDU2 0"4'-L= HDU2 HDU2 0"4'-L= HDU2 HDU2 9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1 A-2.1 FOUNDATION PLANLEGENDKEYNOTESGENERALNOTES12'-0" 10'-0"12'-6"12'-6" 10'-0" L=LENGTHOFPANEL 1/2" STUCT 1 PLY 8D 6"/6"/12"OC SHEAR WALL PLYWOODSCHEDULE NAIL END SPACING BOLTS 5/8Ø x 10" A.B. W/ 7" EMBEDMENT @ 72" O.C. W/3X3X1/4 PLATE WASHER 1.THE SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION OR EXTERIOR WALLS. 2.THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQ.FOOT FOR EACH 150 SQ. FT OF CRAWL-SPACE AREA [R408.1&.2] 3.VENTILATION OPENINGS SHALL BE COVERED WITH PERFORATIONS NOT EXCEEDING 1/4 INCH. 4.ACCESS TO ALL UNDER-FLOOR SPACES [R408]: 4.1.ACCESS SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT LESS THAN 18 INCHES BY 24 INCHES THROUGH THE FLOO ROR 16 INCHES BY 24 INCHES IF LOCATED IN A WALL. 5.ASPHALT5.1.ASPHALTSHINGLES:SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATED DECKS 5.2.DECK SLOPE SHALL BE TWO IN 12 OR GREATER 5.3.ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 5.4.A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES. DENOTES SHEAR WALL LOCATION AND LENGTH NEW WALL FOOTING (ADDITION) WITH PRESSURE TREATED WOOD NEW CONT. FOOTING 12" WIDE WITH PRESSURE TREATED WOOD 5/8Ø A.B. OR EPOXY BOLTS 7" EMBEDMENT @ 72" O.C. W/3X3X1/4 PLATE WASHER SEE NAILING SCHEDULE ON SHEET A-2.2 FOUNDATION1.CONCRETENOTES:STRENGTH FOR FOUNDATION SHALL BE 2,500 PSI MIN. (CRC R402.2 TABLE R402.2). 2.MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR TOP AND BOTTOM (CRC R403.1.3). 3.MINIMUM ANCHOR BOLT SIZE AND SPACING SHALL BE 5/8" DIA. AB @ 72" OC., WITH 7" EMBEDMENT, AND 3" x 3" 1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE LOCATED A MAXIMUM OF 12" AND 4 1/2" MINIMUM FROM THE END OF THE PLATE (CRC R403.1.6, R602.11.1). FOR MORE INFORMATIONFOUNDATIONSEESHEETA-9.1W.F.P.P 4" CONC. SLAB ON GRADE W/#4 @ 16" O.C. EACH WAY (OVER 6-MIL VISQUEEN VAPOR BARRIER OVER 4" Th. OF OR LARGER CLEAN AGGREGATE, TYP.) 12'-0" A-7.038 TYP.8A-7.03 TYP. 12 A-7.03 TYP. EXISTING 4" CONC. SLAB TO REMAIN. PROVIDE REDGUARD WATERPROOFING AND CRACK PREVENTION MEMBRANE OVER CONC. SLAB. ESR-1413 1 (E) SLAB TO REMAIN (N) SLAB2 1 2 BWL 1 BWL 2 BWL A BWL B STRUCTURAL OBSERVATION PROGRAM FOUNDATION NOTES FOUNDATION AND FLOOR SLABS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS AN APPROVED SOILS REPORT INDICATES THAT SOIL IS NOT EXPANSIVE BY THE EXPANSION INDEX TEST METHOD, OR RECOMMENDS OTHER DETAILS: A. CONTINUOUS FOOTINGS UNDER EXTERIOR WALLS AND INTERIOR BEARING WALLS EXTENDING BELOW GRADE 24-IN. AND 18-IN. RESPECTIVELY AND BELOW FOUNDATION WALL CRAWL HOLE. PILES OR PIERS ARE PERMITTED WITHOUT INTERCONNECTED GRADE BEAMS TO SUPPORT FIRST FLOOR LOADS ONLY. PAD FOOTING LOCATED UNDER A REINFORCED SLAB WITHIN THE CONFINES OF A PERIMETER FOOTING NEED NOT BE CONNECTED BY A GRADE BEAM.

HDR4x6HDR4x6 HDR4x6 4x6 HDR 4x6 HDR O.C.@16"2x10RR O.C.@16"2x10RR O.C.@16"2x10RR O.C.@16"2x10RR O.C.@16"2x10CJ O.C.@16"2x10CJ 4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR4x6 HDR O.C.@16"2x10CJ O.C.@16"2x10CJ O.C.@16"2x10CJ RB 2x12 @16" O.C. 9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER FRAMING PLAN SCALE: 1/4" = 1'-0" 1 A-2.2 FRAMING PLANLEGENDKEYNOTESGENERALNOTES 1.THE SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION OR EXTERIOR WALLS. 2.THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQ.FOOT FOR EACH 150 SQ. FT OF CRAWL-SPACE AREA [R408.1&.2] 3.VENTILATION OPENINGS SHALL BE COVERED WITH PERFORATIONS NOT EXCEEDING 1/4 INCH. 4.ACCESS TO ALL UNDER-FLOOR SPACES [R408]: 4.1.ACCESS SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT LESS THAN 18 INCHES BY 24 INCHES THROUGH THE FLOO ROR 16 INCHES BY 24 INCHES IF LOCATED IN A WALL. 5.ASPHALT5.1.ASPHALTSHINGLES:SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATED DECKS 5.2.DECK SLOPE SHALL BE TWO IN 12 OR GREATER 5.3.ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 5.4.A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES. BEAMHDRSIZE 2SCALE: 1/2" = 1'-0" TYP. ROOF/FLR SHEATHING LAYOUT EDGENAILINGBOUNDARY(B.N.)NAILING (E.N.) FIELD NAILING (F.N.) PLYWOOD PERPENDICULAR TO FRAMING STAGGER ADJACENT SHEETS 2x4 FLAT BLKG. AT PLYWOOD EDGES U.N.O. W/E.N. AS SHOWN & 2-10d TOENAILS TO FRAMING MEMBERS TYP. NAILEXAMPLE:CALLOUT: NAIL SIZE @ B.N.-E.N.-F.N. 10d @ 6 6 - 10 PLAN VIEW STUD WALL DF #2 2X4 @ 16" O.C. TYP. U N O USE DF #2 FOR ROOF RAFTERS, CEILING JOIST AND DF #1 FOR ANY BEAM SEE DETAIL 3/A-2.2. SEE NAILING SCHEDULE ON SHEET A-2.2 DENOTES HEADER USE DF #2 FOR ROOF RAFTERS, CEILING JOIST AND DF #1 FOR ANY BEAM SEE DETAIL 3/A-2.2. SEE NAILING SCHEDULE ON SHEET A-2.2 DENOTES ROOF RAFTER 2X10 @ 16" O.C. TYP. U N O USE DF #2 FOR ROOF RAFTERS, CEILING JOIST AND DF #1 FOR ANY BEAM SEE DETAIL 3/A-2.2. SEE NAILING SCHEDULE ON SHEET A-2.2 DENOTES CEILING JOIST 2X10 @ 16" O.C. TYP. U N O USE DF #2 FOR ROOF RAFTERS, CEILING JOIST AND DF #1 FOR ANY BEAM SEE DETAIL 3/A-2.2. SEE NAILING SCHEDULE ON SHEET A-2.2 FOR MORE INFORMATIONFOUNDATIONSEESHEETA-9.1W.F.P.P A-7.037 TYP. 1 A-7.03 TYP. 5 A-7.03 TYP. 1 (E) WALL TO REMAIN 1 1 BWL 1 BWL 2 BWL A BWL B

3.CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION TO THE ARCHITECT THAT APPLICATOR IS APPROVED BY SYSTEM MANUFACTURER.

ARELI TOROSCANALESMALYANDESIGNER

4. DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS, AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 S.F. AND 60' MAX.)

2.CONTRACTOR SHALL PROVIDE AND INSTALL ROOFING IN ACCORDANCE WITH THE SYSTEM MANUFACTURERS REQUIREMENTS FOR A CLASS A FIRE RETARDENT ROOFING, THAT CAN BE GUARANTEED FOR TWELVE YEARS WHEN INSTALLED UNDER MANUFACTURER'S OBSERVATION, COMPLYING WITH STATUTORY REQUIREMENTS AT THE PLACE OF CONSTRUCTION.

7.ALL ROOF PENETRATIONS SHALL NOT BE CLOSER THAN 18" TO CURBS, CRICKETS, WALLS ETC.

6.CONTRACTORSYSTEM(S)SHALLINSTALL INTERPLIES, CAP SHEET AND BASE FLASHING IN A MANNER TO ACHIEVE, AS NEARLY AS POSSIBLE, AN UNBROKEN FILM OF ASPHALT, FREE OF VOIDS, BETWEEN EACH LAYER. CONTRACTOR IS RESPONSIBLE FOR METHOD OF ACHIEVING THIS RESULT.

5.CONTRACTOR SHALL PROVIDE SYSTEM MANUFACTURERS WRITTEN APPROVAL OF MODIFICATIONS CONTAINED HEREIN OF THEIR REQUIREMENTS FOR THE SPECIFIED

5. NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALLS SHALL NOT EXCEED 25% 40% OF ITS WIDTH, RESPECTIVELY. BORED HOLES IN BEARING/NON BEARING WALLS SHALL NOT EXCEED 40% 60% OF ITS WIDTH RESPECTIVELY.

8.CONTRACTOR TO REMOVE ALL EXISTING MECHANICAL UNITS AND ACCESSORIES. 9605 BAIRD AVE LOS ANGELES, CA 90002 9605 BAIRD AVE LOS ANGELES, CA 90002

6. PROVIDE FIRE BLOCKING IN CONCELAED SPACES OF STUD WALLS, PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVEL, AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL.

1. THE FOLLOWING ITEMS SHALL COMPLY WITH SPECIFIC I.C.C. HOLDOWNS, STRAPS, FRAMING CLIPS, RETROFIT ANCHOR BOLTS, SHEAR PLATES, JOIST HANGERS.

7.WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .019 IN. (NO. 26 GALVANIZED SHEET)

8. ROOF DIAPHRAMG NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. COVERING INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

(N) ASPHALT SHINGLES (CLASS "A" ASPHALT SHINGLES, ESR-3267) (N) TOP OF RIDGE (N) WALL BELOW (N) GUTTER (N) DOWNSPOUT (N) EAVE VENT (TYP.) (N) GABLE VENT (TYP.) 1 2 EXHAUST FAN SLOPE DIRECTION ROOF PLAN SCALE: 1/4" = 1'-0" 1 A-3.0 ROOF PLAN 3 4 5 FIRELEGENDKEYNOTESGENERALNOTESBLOCKINGNOTESCONSTRUCTIONROOFNOTESATTIC VENTS CALCULATIONS: ROOF AREA ZONE 1: 305/150 = 2.0 ZONE 2: 305/150 = 2.0 REQ. SF. = 4.0 ATTIC VENTS PROVIDED: ATTIC VENTS REQ. 4.0 S.F. (144 SQ. IN.) = 576 SQ. IN. 7 5x14 EAVE VENTS AT 44 SQ. IN. EACH = 308 SQ. IN PROVIDED 1 16x16 GABLE VENTS AT 302 SQ. IN. EACH = 302 SQ. IN. PROVIDED TOTAL VENT NET FREE AREA PROVIDED 610 SQ. IN. ATTIC VENT CALCULATIONSCOOL ROOF 6 7 22'-0" 545 545 2 3 3 3 3 SLOPE 1:2.5 SLOPE 1:2.5 ZONE 2 ZONE 1 1'-0" 6 7 1'-0" 22'-0" 1'-0"1'-0" 30'-10"30'-10" 5'-0" 1 1 1 A-4.0 A-4.02 A-4.043 A-4.0 2 A-5.0 A-5.01 COOL ROOF IS REQUIRED FOR NEW ROOFING IN ACCORDANCE WITH THE ENERGY REPORT UPPER VENTILATORS WILL BE PLACED A MAXIMUM OF 3 FT FROM THE ROOF RIDGE OR HIGH POINT 5/22/2021, 1:55:21 LACO-BLDR210128000854AM

4. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS; AND 5. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS.

1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL.

1.CONTRACTOR SHALL PROVIDE AND INSTALL ROOFING IN ACCORDANCE WITH GAF ASTM SPECIFICATION NO D4601 OR APPROVED EQUAL.

2. ICBO EVALUATION REPORTS OR LARR's ARE ACCEPTABLE FOR THE FOLLOWING NON-STRUCTURAL ITEMS; PROVIDE REPORT NUMBER. ROOFING TILE.

4.THE OWNER RESERVES THE RIGHT TO EMPLOY A ROOFING CONSULTANT FOR THE PURPOSE OF FIELD OBSERVATION AND TESTING AND TO ADVISE OWNER AND CONTRACTOR REGARDING COMPLIANCE OF THIS WORK WITH THE CONTRACT REQUIREMENTS FOR AND RELATED TO ROOFING.

ADU

2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFIT, DROP CEILINGS, AND COVE CEILINGS; 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN-LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.

3. DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 S.F. AND 60' MAX BETWEEN DRAFT STOPS)

FORNOTE:ROOF

A-4.0 ELEVATIONSEXTERIOR 1SCALE: 1/4" = 1'-0" NORTH ELEVATION 3SCALE:1/4" = 1'-0" WEST ELEVATION 2SCALE: 1/4" = 1'-0" SOUTH ELEVATION 4SCALE: 1/4" = 1'-0" EAST ELEVATION 9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER 7/8" WEEPSTUCCOSCREED 8" ABOVE NATURAL GRADE. SEE DETAIL 3/A-7.03 OPENABLE ESCAPE WINDOW (N) ASPHALT SHINGLES (CLASS "A" ASPHALT SHINGLES, ESR-3267) (N) ATTIC VENT (N) CONCRETE LANDING PROVIDE 1HR FIRE RESISTIVE EAVE. SEE DETAIL 7/A-7.03 PROPERTY LINE ANY ADDITION OR CHANGES MADE TO THE APPROVED EXTERIOR ELEVATION DESIGN EITHER ON THE DRAWINGS OR DURING CONSTRUCTION WILL REQUIRE PLANNING DIVISION AND BUILDING & SAFETY DIVISION REVIEW AND APPROVAL AND MAY RESULT IN A DELAY OF THE PROJECT OR THE REMOVAL OF NON-APPROVED WORK. BEDROOM NOTES: IN EVERY BEDROOM, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING ALL THE FOLLOWING1.ANETCLEAR OPENING AREA OF NOT LESS THAN 5.7 SF 2.A MINIMUM CLEAR HEIGHT OF 24 IN 3.A MINIMUM CLEAR WIDTH OF 20 IN 4.THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 IN MEASURED FROM THE FLOOR 1 KEYNOTES 2 3 4 5 6 FINISH0'-0" FLOOR +7'-7" A.F.F. B.O. +16'-0"TOT.O.+12'-6"EAVEA.F.F.RIDGE+8'-0"A.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHTFINISH0'-0" FLOOR +7'-7" A.F.F. B.O. +16'-0"TO+8'-0"T.O.+12'-6"EAVEA.F.F.RIDGEA.F.F.TOPPLATEFINISHGRADE6"MAXHEIGHT FINISH0'-0" FLOOR +7'-7" A.F.F. B.O. +16'-0"+16'-0"TOT.O.+12'-6"WINDOW+6'-8"EAVEA.F.F.HEADERA.F.F.RIDGE+8'-0"A.F.F.TOPPLATEFINISHGRADE-6"MAXHEIGHT0'-0"FINISHFLOOR+7'-7"A.F.F.B.O.EAVE+6'-8"A.F.F.WINDOWHEADER+12'-6"A.F.F.T.O.RIDGE+8'-0"A.F.F.TOTOPPLATEFINISHGRADE-6"MAXHEIGHT1 1 1 1 1 2 2 2 2 3 3 24x20 24x20 5 6 2.5' 1' SLOPE=.4 2.5' 1' SLOPE=.4 SETBACK4'-0" SETBACK4'-0" 3'-4" 5'-10" 3'-4" 3'-4" 3'-4" 1'-0" 1'-0" 1'-0" 1'-0" 4 4 13'-0" HEIGHTBUILDING 13'-0" HEIGHTBUILDING 13'-0" HEIGHTBUILDING 13'-0" HEIGHTBUILDING 7 7 7 7 7 SETBACK3'-0" SETBACK3'-0" SETBACK0'-0" SETBACK0'-0" 8 8 8 8 8 3 A-7.03 3 A-7.03 A-7.03A-7.0333 A-7.037 7 A-7.03 FIRE SEPARATION CALCULATIONS FIRE SEPARATION OPENING CALCULATION: EXTERIOR WALL DISTANCE SQ FT % ALLOWABLE PROVIDED WEST ELEVATION:0' TO < 3'160 SQ FT NOT PERMITTED0 SQ FT SOUTH ELEVATION:3' TO < 5'244 SQ FT x .25 = 61 SQ FT41 SQ FT NOTES 5/22/2021, 1:55:21 LACO-BLDR210128000854AM

SEE FOUNDATION PLAN A-5.0 SECTIONSBUILDING FINISH0'-0" FLOOR +8'-0" A.F.F. TO TOP PLATE +12'-6" A.F.F. T.O. RIDGE 3 5 SETBACK4'-0" 2'-11" LIVING ROOMBEDROOM #2 LIVING ROOMKITCHEN 2'-11" ATTIC SPACE FINISH0'-0" FLOOR +8'-0" A.F.F. TO TOP PLATE +12'-6" A.F.F. T.O. RIDGE ATTIC CEILINGACCESSR38(PER TITLE 24) BELOW ROOF DECK R38 (PER TITLE 24) EXTERIOR WALLS R15 BATT W/ ADDITIONAL LAYER R-5 RIGID (PER TITLE 24) 1 2 3 KEYNOTES 21 4 4 3 5/22/2021, 1:55:21 LACO-BLDR210128000854AM

6. WHERE INTERIOR WALLS ARE SHEAR WALLS, WALL FRAMING AND SHEATHING SHALL EXTEND TO THE ROOF SHEATHING.

15.

11. NO OPENINGS OTHER THAN APPROVED FOUNDATION VENTS SHALL BE PERMITTED IN THE EXTERIOR WALLS IF DWELLINGS AND ACCESSORY BUILDINGS WHERE THE EXTERIOR WALL IS LESS THAN 3-FT TO THE PROPERTY LINE. 12. THE AREA OF EXTERIOR WALL OPENINGS OF NON-SPRINKERED DWELLINGS AND ACCESSORY BUILDINGS LOCATED = 3-FT AND < 5-FT TO THE PROPERTY LINE SHALL BE LIMITED TO 25% OF THE WALL AREA. EXTERIOR WALL OPENINGS ARE UNLIMITED WHEN EXTERIOR WALLS ARE LOCATED = 5-FT FOR NON-SPRINKLERED BUILDINGS AND = 3-FT FOR SPRINKLERED BUILDINGS.

7. FOOTINGS ON OR ADJACENT TO SLOPES SHALL MEET THE REQUIREMENTS OF SECTION R403.1.7. 8. WALLS SEPARATING UNITS IN TOWNHOUSES SHALL BE PROVIDED WITH PARAPET IN ACCORDANCE WITH R302.2.2. 9. PROJECTS LOCATED IN THE VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ) MUST ALSO INCORPORATE THE REQUIREMENTS OF SECTION R337 INTO THE DESIGN. 10. EXTERIOR WALLS OF DWELLINGS AND ACCESSORY STRUCTURES CLOSER THAN 5-FT (NON-SPRINKLERED) 3-FT (SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1-HR FIRE RESISTANCE RATED CONSTRUCTION.

9605 BAIRD AVE LOS ANGELES, CA 90002 ADU 9605 BAIRD AVE LOS ANGELES, CA 90002 ARELI TOROSCANALESMALYANDESIGNER 3SCALE:1" = 1'-0" EXTERIOR WALL SECTION 5SCALE: 1 1/2" = 1'-0" 1HR RATED EXTERIOR PLASTER WALL INTERIOR CONSTRUCT ACCORDING TO: CBC TABLE 721.1(2) 15-1.3 STC = 50 MIN.EXTERIOR CEMENT PLASTER STRUCTURAL SHEATHING WHERE OCCURS2x4MIN.WOOD FRAMING EXTERIOR WALLRATEDHR.1 WEATHER RESISTANT BARRIER 5/8" TYPE 'X' GYPSUM BOARD INSULATION AS REQUIRED 4SCALE:1" = 1'-0" INTERIOR WALL SECTION E.N. 8D @ 6"OC 1/2" WOOD STR PANEL W/ 8D @ 6"/6"/12" OC (COMMON NAILS) 2X ROOF R 2X SOLID BLOCKING W/ APPROVED FRAMING ANCHOR EA. BLOCK RAFTER TIE CONNECTION 2X CEILING JOISTS W/ R-38 BATT. INSUL. DOUBLE TOP PLATE WHERE STUCCO IS APPLIED OVER R-15(DFGRADEPROVIDESHEATHING2-LAYERS"D"PAPERUNDERLATH2X4STUDWALL@16"OCSTUDGRADE-MINIMUM)+10(BATT+RIDGEINSUL.)15/32"WOODSTR.PANELORSTUCCOSHEARPANEL2XP.T.SILLW/1/2"X10"A.B.@6"OC,.229"X3"X3"PLATEWASHERS3-1/2"CONC.SLAB#4DEFORMEDREINF.@16"OCEAWAY2"SANDBED,6MILVAPORRETARDER#3DOWELS@24"OCEXTEND36"INTOSLAB(FORTWOPOUR)(2)#4BAR,TOP(2)#4BAR,BOTTOM SEE NOTE8"24"15 12" CLR3" T.O FINISHEDCONC.GRADE UNDIST. GROUND GENERAL NOTES 3" MINIMUM CEILING JOIST - LAP @ BEARING WALL W/ NAILS PER RAFTER TIE CONNECTION 2X SOLID BLOCKING 2X CEILING JOISTS W/R-30 BATT. INSUL. 2X DOUBLE TOP PLATE 2X4 STUD WALL @ 16" OC (STUD GRADE) 2X P.T. SILL W/ 1/2" X 10" A.B. @ 6" OC, .229" X 3" X 3" PLATE WASHERS 3-1/2" CONC. SLAB #4 DEFORMED REINF. @ 16" OC EA WAY 2" SAND BED, 6 MIL VAPOR RETARDER #3 DOWELS @ 24" OC EXTEND 36" INTO SLAB (FOR TWO POUR) 12" T.O CONC. UNDIST. GROUND WALLBEARINGEXTERIORWALLBEARINGINTERIOR 2SCALE:1/4" = 1'-0" TRANSVERSE CROSS SECTION 1SCALE:1/4" = 1'-0" LONGITUDINAL CROSS SECTION 1.NOTES:ANCHOR BOLTS 1/2" x 10" EMBEDDED 7" AND SPACED MAXIMUM 6' WITH .229" x 3" x 3" PLATE WASHERS, MINIMUM 2 ANCHOR BOLTS PER PIECE, LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF THE PIECE. 2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE PRESERVATIVE TREATED WOOD (AWPA U1) AND FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M4. FASTENERS (OTHER THAN ANCHOR BOLTS) IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 3. MINIMUM CONCRETE STRENGTH 2,500 PSI. 4. EXTERIOR WALLS, BEARING WALLS AND BRACED WALL PANELS REQUIRE CONTINUOUS FOOTAGE. R403.1. 5. 23/32" PLYWOOD REQUIRED FOR 24" JOIST SPACING.

14. EAVES SHALL NOT PROJECT MORE THAN 4" FOR EACH ONE FOOT OF REQUIRED SIDE YARD, AND SHALL PROVIDE A MINIMUM 30" CLEAR SPACE BETWEEN THE EAVE AND THE PROPERTY LINE (LAMC 12.22C20(B)). EXTERIOR PLASTER (STUCCO) WALLS SHALL BE PROVIDED WIT HA CORROSION RESISTANT WEEP SCREED COMPLYING WITH SECTION R703.7.2.1. FOR MORE FOUNDATION INFORMATION

PROJECTDIRECTORY PROJECTINFORMATION TITLE24ENVELOPE:ARCHITECT:OWNER: A-2.1A-1.0 COVERSHEET2A-0.0 3 468 5 7 ARCHITECTURAL 9 10 NEWDETACHEDADU SITEPLAN A-2.0 FLOORPLAN VICINITYMAP 1 11 FOUNDATION&FRAMINGPLANS A-3.0 12 ROOFPLAN 13A-4.0 EXTERIORELEVATIONS&BUILDINGSECTIONS 14 A-7.0 DOORANDWINDOWSCHEDULE GENERALNOTES ABBREVIATIONSSYMBOLS DESIGNRESIDENCE.PROPOSED575SQ.FT.SINGLESTORYTYPEVBDETACHEDADDITIONTOANEXISTING2,159SQ.FT.SINGLEFAMILYSUBMITTALS/PERMITSBYGENERALCONTRACTOR:BUILD:MECHANICAL,ELECTRICAL,PLUMBING NORTH13118W.WILLARDST.HOLLYWOOD,CA916051.2.4.5.3.7.6.8.30.29.28.27.26.21.22.23.25.24.10.9.12.11.13.15.16.14.18.20.19.17.THECONTRACTORSHALLEXAMINETHECONDITIONOFTHEPROJECTAREAANDPRIORTOCOMMENCEMENTOFWORK.REPORTALLDISCREPANCIESTOTHEARCHITECT.THECONTRACTORSHALLBERESPONSIBLEFORANDOBTAINALLPERMITS,LICENSE,ANDPAYALLREQUIREDFEES.DIMENSIONSSHOWNONPLANSARETOFACEOFEXTERIORMASONRY,CONCRETECOLUMNORGRIDLINESANDFACESOFGYPSUMBOARD,UNLESSOTHERWISENOTEDORDETAILED.CEILINGHEIGHTSONFINISHSCHEDULEAREFROMFINISHCEILINGCONTRACTORSHALLINTHEWORKOFALLTRADES,PERFORMANYANDALLCUTTING,PATCHING,REPAIRING,RESTORINGANDTHELIKENECESSARYTOCOMPLETETHEWORKANDTORESTOREANYDAMAGEDORAFFECTEDSURFACESRESULTINGFROMTHEWORKOFTHISCONTRACTTOTHEIRORIGINALCONDITIONANDTOTHESATISFACTIONOFTHEARCHITECTANDTHEOWNER.PROVIDEBLOCKINGBEHINDALLFIXTURES,CLOSETSHELVES,POLESETC.,WHEREINDICATEDORREQUIRED.EXTENDSOFFITFRAMINGTOSTRUCTUREABOVE,DIAGONALLYBRACEASREQUIRED.PROVIDEMETALBULLNOSECORNERBEADATALLOUTSIDECORNERSOFPLASTEREDORDRYWALLEDSURFACES;UNLESSOTHERWISENOTED.ALLFOOTINGSSHALLBEFOUNDEDINUNDISTURBEDNATURALSOILPERCODE.ALLEXTERIORWALLOPENINGS,WINDOWS,DOORS,VENTSFLASHING,COPINGANDEXPANSIONJOINTSSHALLBEWEATHERPROOF.INTHEEVENTEXCAVATIONSREVEALUNFAVORABLECONDITIONS,THESERVICESOFASOILSENGINEERAND/ORGEOLOGISTMAYBEREQUIRED.PROVIDESTIFFENERS,BRACING,BACKUPPLATE,ETC.,ASREQUIREDATSTUDWALLSFORSUPPORTOFTOILETROOMFIXTURESOROTHEREQUIPMENT.PRIORTOISSUANCEOFABUILDINGPERMIT,THEAPPLICANTSHALLHAVEEVIDENCEOFCURRENTWORKMAN'SCOMPENSATIONINSURANCECOVERAGEONFILEWITHTHEDEPARTMENTINCOMPLIANCEWITHTHELOCALLABORCODE.NOTRENCHESEXCAVATIONSORMOREDEPTHINTOWHICHAPERSONISREQUIREDTODESCENDOROBTAINNECESSARYPERMISSIONFROMTHESTATEOFCALIFORNIA,DIVISIONOFINDUSTRIALSAFETYPRIORTOTHEISSUANCEOFABUILDINGORGRADINGPERMIT.ALLDOORSMUSTOPENOVERALANDINGNOTMORETHAN1/2"BELOWTHETHRESHOLD.PROVIDE72"HIGHNON-ABSORVENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.FIRECLASSAROOFISREQUIRED.WHEREFACTORYFINISHEDONFACTORYPRIMEDITEMSOCCURSUCHASGRILLES,DIFFUSERS,METALTRIMANDACCESSORIES,ETC.,THEYSHALLBEPAINTEDTOMATCHTHEADJACENTSURFACEANDORASDIRECTEDBYTHEARCHITECT.ALLMATERIALSANDFINISHESINDICATEDONPLANSSHALLBENEWANDUNUSED.CONTRACTORSHALLCOORDINATEWORKPERFORMEDBYOTHERSUBCONTRACTORS,DISCREPANCIES,IFANY,SHOULDBEBROUGHTTOTHEATTENTIONODTHEARCHITECTFORRESOLUTIONBEFOREPROCEEDINGWITHTHEWORK.SHOULDTHEDRAWINGDISCREPANCIESINTHEMSELVESORWITHTHESPECIFICATIONSORSHOULDTHESPECIFICATIONSDISAGREEINTHEMSELVES,THEBETTERQUALITYAND/ORGREATERQUANTITYOFWORKAND/ORMATERIALSHALLBEESTIMATEDUPON,ANDUNLESSOTHERWISEORDEREDINWRITING,SHALLBEFURNISHEDANDINSTALLED.IFANYERROROROMISSIONSOCCURINTHECONTRACTDOCUMENTS,CONTRACTORSHALLNOTIFYTHEARCHITECTINWRITINGOFSUCHERROROROMISSION.IFCONTRACTORFAILSTOGIVESUCHNOTICE,HEWILLBEHELDRESPONSIBLEFORRESULTSOFSUCHERRORSANDOMISSIONSANDFORTHECOSTOFRECTIFYINGSAME.KEEPALLPIPINGASCLOSETOWALLSANDASHIGHTOUNDERSIDEOFFLOOR/ROOFFRAMINGASPOSSIBLE.DONOTSCALEDRAWINGS.CONTRACTORSHALLPROVIDEANDLOCATEACCESSPANELSASREQUIREDAFTERINSTALLATIONOFMECHANICALDUCTS,PLUMBINGANDELECTRICALWORK.COORDINATEWITHARCHITECT.ALLMILLWORK,ARCHITECTURALWOODWORK,WOODDOORS,MODULARANDCUSTOMCASEWORKSHALLBEMANUFACTUREDINACCORDANCEWITHTHESTANDARDESTABLISHEDINTHELATESTEDITIONOFTHEMANUALOFMILLWORKOFTHEWOODWORKINSTITUTEOFCALIFORNIAINTHEGRADEORGRADESSPECIFIEDTHEREINORASSHOWNONTHEDRAWINGS.THECONSTRUCTIONSHALLNOTRESTICTAFIVEFOOTCLEARANDUNOBSTRUCTEDACCESSTOANYWATERORPOWERDISTRIBUTIONFACILITIES(POWERPOLES,PULL-BOXES,TRANSFORMERS,VAULTS,PUMPS,VALVES,METERS,APPURTENANCES,ETC.)ORTOTHELOCATIONOFTHEHOOK-UP.THECONSTRUCTIONSHALLNOTBEWITHINTENFEETOFANYPOWERLINESWHETHERORNOTTHELINESARELOCATEDONTHEPROPERTY.FAILURETOCOMPLYMAYCAUSECONSTRUCTIONDELAYSAND/ORADDITIONALEXPENSES.FOOTINGSSHALLBESETBACKFROMTHEDESCENDINGSLOPESURFACEEXCEEDING3HORIZONTALTO1VERTICALASPERSECTION91.1806.5.3.ALLCONCENTRATEDDRAINAGE,INCLUDINGROOFWATER,SHALLBECONDUCTED,VIAGRAVITY,TOTHESTREETORANAPPROVEDLOCATIONATA2%MINIMUM.PROVIDERESIDENTIALFIRESPRINKLERSYSTEM.SPRINKLERCONTRACTORTOPROVIDESPRINKLERSHOPDRAWINGSANDPERMIT.SUBMITSHOPDRAWINGSTOARCHITECTFORAPPROVALPRIORTOFABRICATIONANDINSTALLATION.PLUMBINGNOTES:1.WALLCOVERINGSSHALLBEGYPSUMGREENBOARD,TILEORAPPROVEDEQUALTO72INCHESABOVETHEDRAININLETATSHOWERSORTUBWITHSHOWER,MATERIALSOTHERTHANSTRUCTURALELEMENTSSHALLBEMOISTURERESISTANT.2.GLASSENCLOSUREDOORSANDPANELSMUSTBELABELEDCATEGORYII;SWINGDOOROUTWARD;NETAREAOFSHOWERRECEPTORSHALLBENOTLESSTHAN1024SQ.INCHESOFFLOORAREAANDENCOMPASS30INCHDIA.METERCIRCLE.3.ALLPLUMBINGWALLSSHALLBE2x6STUDS@16INCHO.C.4.PROVIDELOWCONSUMPTIONWATERCLOSETS(1.6GALS.PERFLUSH)WATERHEATERNOTES:1.PROVIDE18INCHHIGHPLATFORM.2.INSTALL3/4"x24GAUGEPERFORMACESTEELPLUMBERSTAPETOPANDBOTTOMOFWATERHEATER.3.PROVIDE30"SQ.EACHVENT,TOPANDBOTTOMOFWATERHEATERENCLOSUREDOOR.4.PROVIDEVENTTHRUROOF.(12"MIN.ABOVEROOFLINE.)GENERALNOTES:1.ALLDOORSOPENONALANDING1/2"BELOWTHETHRESHOLD.2.UNDERCUTBEDROOMDOORSBY2"MIN.FORWARMAIRCIRCULATION.3.ALLGLASSWITHIN18"OFFLOORSURFACESHALLBEAPPROVEDFORIMPACTHAZARD.CONSTRUCTIONREQUIREMENTS1.NOTCHINGOFEXTERIORANDBEARING/NONBEARINGWALLSSHALLNOTEXCEED25%40%RESPECTIVELY.BOREDHOLESINBEARING/NONBEARINGWALLSSHALLNOTEXCEED40%60%RESPECTIVELY.(2308.9.10,2308.9.11)2.PROVIDEFIREBLOCKINGINCONCEALEDSPACESOFSTUDWALLS,PARTITIONS,INCLUDINGFURREDSPACES,ATTHECEILINGANDFLOORLEVEL,ANDAT10-FT.INTERVALSBOTHVERTICALANDHORIZONTAL.(717.2)3.DUCTSINSTALLEDUNDERAFLOORINACRAWLSPACESHALLNOTPREVENTACCESSTOANAREAOFCRAWLSPACE.WHEREITISREQUIREDTOMOVEUNDERDUCTSFORACCESSTOAREASOFTHECRAWLSPACE,AVERTICALCLEARANCEOF18"MIN.SHALLBEPROVIDED.4.WHEREFLASHINGISMETAL,THEMETALSHALLBECORROSIONRESISTANTWITHATHICKNESSOFNOTLESSTHAN.019INCH(NO.26GALVANIZEDSHEET) 5.NOTEONTHEPLANS:“ROOFDIAPHRAGMNAILINGTOBE INSPECTEDBEFORECOVERING.FACEGRAINOFPLYWOOD SHALLBEPERPENDICULARTOSUPPORTS.” PANEL6.SUBFLOORSSHALLHAVEEND-MATCHEDLUMBER,HAVEBLOCKEDEDGES,OROCCUROVERSUPPORT.FLOORSHEATHINGSHALLCOMPLYWITHSECTIONR503GLAZINGREQUIREMENTSTHEFOLLOWINGSHALLBECONSIDEREDSPECIFICHAZARDOUSLOCATIONSREQUIRINGSAFETYGLAZINGPERSECTIONR308:A.GLAZINGINFIXEDANDOPERABLEPANELSOFSWINGING,SLIDING,ANDBIFOLDDOORS.B.GLAZINGINFIXEDOROPERABLEPANELSADJACENTTOADOORWHERETHENEARESTVERTICALEDGEOFTHEGLAZINGISWITHINA24-INCHARCOFEITHERVERTICALEDGEOFTHEDOORINACLOSEDPOSITIONANDWHERETHEBOTTOMEXPOSEDEDGEOFTHEGLAZINGISLESSTHAN60INHESABOVETHEWALKINGSURFACE.C.WINDOWGLAZINGINANINDIVIDUALFIXEDOROPERABLEPANEL,THATMEETSALLOFTHEFOLLOWINGCONDITIONS:1.THEEXPOSEDAREAOFANINDIVIDUALPANEISLARGERTHAN9S.F.2.THEBOTTOMEDGEISLESSTHAN18INCHESABOVETHEFLOOR.3.THETOPEDGEISMORETHAN36INCHESABOVETHEFLOOR.4.ONEORMOREWALKINGSURFACESAREWITHIN36INCHES,MEASUREDHORIZONTALLYANDINASTRAIGHTLINE,OFTHEGLAZINGF.GLAZINGADJACENTTOSTAIRSANDRAMPSWHERETHEBOTTOMEXPOSEDEDGEISLESSTHAN36INCHESABOVETHEPLANEOFTHEADJACENTWALKINGSURFACEOFSTAIRWAYS,LANDINGSBETWEENFLIGHTSOFSTAIRS,ANDRAMPS,UNLESSTHEGLAZINGISMORETHAN36INCHESMEASUREDHORIZONTALLYFROMTHEWALKINGSURFACE,ORARAILISDESIGNEDPERSECTIONR308.4.6. 13116BEDROSZHAMKOCHIANW.WILLARDST.NORTHHOLLYWOOD,CA91605TEL:(818)261-6583 A-0.0 COVERSHEET DOORIDENTIFIERSYMBOLREVISION DETAILEDAREA SHEETLOCATORSECTIONDETAILSCALEPLANDETAILDRAWINGNUMBERIDENTIFIER NAMEDRAWING FLOORPLAN SCALE:1/8"=1'-0" 1KEYNOTEIDENTIFIER WINDOW OTHERWISEAREDELEVATIONSINTERIORABCDIMENSIONSTOFACEOFFINISHUNLESSNOTEDWALLIDENTIFIERTYPE SECTIONELEVATIONDETAILNUMBERLOCATORSHEETELEVATIONLOCATION OTHERWISEREF.RPT.PR.PLYWD.PLAS.P.LAM.PL.OPP.OPNG.NO.OR#O.C.N.T.S.NOM.N.I.C.CNTR.CENTERDOUBLEDEPARTMENTDIAMETERDIMENSIONDRINKINGCOUNTERFOUNTAINCTR.DBL.D.F.DEPT.DET.DIM.DIA. CER.CLR.CLG.COL.CONC.CONT.CONSTR.CERAMICCEILINGCOLUMNCONCRETECONSTRUCTIONCONTINUOUSDETAILCLEAR RADIUSREFERENCEPOINTPLASTICPLASTERPLYWOODLAMINATEPAIRPLATEOPPOSITEONCENTERNOTTOSCALENOMINALNOTINCONTRACTOPENINGNUMBER INT.INSUL. LAM.LAV.LT.MAX.MECH.MET.MIN.MIR.MISC.M.O.MTD.MUL. JT. ARCH.BLOCKINGBOTTOMCEMENTBUILDINGARCHITECTURALBLK.BLKG.BOT.CEM.BLOCK BD.BLDG.BOARD N CENTERLINEEXISTINGACOUSTICALADJUSTABLEAPPROXIMATEDIAMETERPOUNDORNUMBERORROUND(E)APPROX.ADJ.ACOUS.#@COL&LATANGLEAND MINIMUMMETALMIRRORNORTHMULLIONMECHANICALMISCELLANEOUSMASONRYMOUNTEDMAXIMUMOPENING INTERIORINSULATION LAMINATELAVATORY JOINT LIGHT UNLESSNOTED HOLLOWHORIZONTALHEIGHTMETAL FURR.FUT.FT.GA.GALV.GND.G.C.GYP.GL.H.M.HORIZ.HR.HGT.HOURGENERALCONTRACTORGLASSGYPSUMGROUNDFOOTORFEETGALVANIZEDGAUGEFURRINGFUTURE TEL.THK.TYP.UNF.W.W/WD.U.N.O.THICKTELEPHONEWITHWESTTYPICALUNFINISHEDWOODEXISTINGEXPANSIONEXTERIORFLOORFINISHFIREFIREFLASHINGFLUORESCENTFLOOREXTINGUISHERALARMDRAIN(E)EXIST.EXT.F.A.EXP.F.D.F.E.FLASHFLOUR.FL.FIN.EQUALENCLOSUREEMERGENCYELECTRICAL DRAWING E.EA.ELEC.ENCL.EQ.EMER. DWG. EASTEACH SIMILARSPECIFICATIONSQUARESTAINLESSSTEELTREADSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRICALSTEELSQ.SIM.SPEC.ST.STD.STL.STOR.STRUCT.SUSP.SYM.TRD.STL.SECTIONSCHEDULESOUTH REINFORCEDREQUIREDRESILIENTROOM S.SCHED.SECT. RM.REINF.REQ.RESIL. VERIFYINFIELDV.I.F PROJECTINDEX NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 (213)473-3231 SITELOCATION A-7.02DOORANDWINDOWFLASHINGANDINTERIORDETAILS A-7.01DOORANDWINDOWDETAILS A-7.03EXTERIORDETAILS A-8.0 TITLE24DIVISIONREFUNDEDDIVERSIONOFC&DDEBRIS:AMINIMUM65%OFGENERATEDDEBRISSHALLBERECYCLED,REUSED,ORDIVERTEDFROMTHELANDFILL.A$56.84ADMINISTRATIVEFEEANDAREFUNDABLEDEPOSITWILLBECOLLECTEDATTHETIMEOFPERMITISSUANCE.THEDEPOSITCANBEIFRECYCLINGRECEIPTSARESUBMITTEDTOBUILDINGWITHIN60DAYSOFPERMITFINAL(BMC9-1-10-1012) 31.PASSAGECONDUITSANNULARSPACEAROUNDPIPES,ELECTRICCABLES,OROTHEROPENINGSINBOTTOM/SOLEPLATESATEXTERIORWALLSSHALLBEPROTECTEDAGAINSTTHEOFRODENTSBYCLOSINGSUCHOPENINGSINACCORDANCEWITHHECALIFORNIAGREENBUILDINGSTANDARDCODE,CHAPTER4DIVISION4.4.(R602.3.4.1) HACIENDAPRECISIONBURBANK,205TOROSMALYANSLOMITAST.CA91506TEL:(818)636-0980ZIJIELIBUILDINGCONSULTANTSINC.3710TURNBULLCANYONRDHEIGHTS,CA91745TEL:(909)996-6179 ADDRESS: 13118W.WILLARDST.N.HOLLYWOODCA2304020014OCCUPANCY:LEGALDESCRIPTION: SINGLEFAMILY(R3)PLANNING(N)EXISTINGSTORIES:APPLICABLECODES:ZONE:BLDGSQUAREAREA:FIREZONE:NO: 16'-0"(PROVIDED15'-0")1BUILDINGSETBACKS:USAGE: RESIDENTIAL TRACT:APN: TR19232 LOT:BLOCK: 43 GOVERNINGALLOWABLEBUILDINGHEIGHT:AGENCY:(E)BLDGSQUAREAREA:2,159SQ.FT.CONSTRUCTIONTYPE:VB(NON-SPRINKLERED)FRONT10'-0"MIN.SIDE(E)4'-0"MIN.REAR5'-0"MIN.(EASEMENT)SIDE(W)4'-0"MIN.(E)LOTSIZE:7,503SQ.FT.LOTCOVERAGE:36%RS-12020CALIFORNIARESIDENTIALCODE2020CALIFORNIABUILDINGCODE2020CALIFORNIAPLUMBINGCODE2020CALIFORNIAMECHANICALCODE2020CALIFORNIAELECTRICALCODE2020GREENBUILDINGSTANDARDSCODE2020CALIFORNIAENERGYCODE2020CALIFORNIAFIRECODECITYOFLOSANGELES6262VANNUYSBLVD.VANNUYS,CA91401NOFIRESPRINKLER:LOTAREACALCULATION:PROPOSEDLOTCOVERAGE:575SQ.FT.EXISTINGHOUSE:2,159SFNEWADDITION:575SFTOTAL:2,734SF A-9.0 GREENFORMS A-9.1 WOODFRAMEPRESCRIPTIVEPROVISIONS PROJECTSCOPE EXISTINGBUILDINGSQFOOTAGE:HOUSE: 2,159SF NEWADDITION: 575SF TOTAL: 2,734SF EXISTINGZONINGSQFOOTAGE:HOUSE: 2,159SF NEWADDITION: 575SF TOTAL: 2,734SF FAR: 2,734SQFT<3,376SQFT EXISTINGTOTALFARANALYSIS:FAR:HOUSE: 2,159SF NEWADDITION: 575SF TOTAL: (2,734/7,503)CODEFAR(75032,734SFx.45)=3,376MAXFARNOTAPPLICABLEPERCAGOV.SECTION65852.2(C)(2)(C).=36% A-8.1 TITLE24

NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 SITEPLAN SCALE:1/8"=1'-0" 1 SLOPE 1 2(E)(E)GASMETERT (E)(E)(E)(E)ANKLESSWATERHEATERHVACWATERMETERELECTRICALMETERELECTRICALPOLE (E)(E)(E)(E)(E)GATELANDSCAPEHARDSCAPECMUWALL5'-10"HIGH1CARCARPORT (N)(N)(N)(N)(N)(N)(N)(E)DRIVEWAYELECTRICALMETERTANKLESSWATERHEATERMINISPLITUNITGASMETERRAINTANKHARDSCAPECONCRETELANDING(MIN3'x3') 3 4 5 6 7 8 9 10 11 PATHEXISTINGPROPERTYLINEWALL(N)WALLOFTRAVELOVERFLOWDISCHARGEPATH(SHEETFLOW)2%SLOPESITEDRAINAGEDIRECTIONAREAOF(N)ADDITION 12 13 TYPEPROPOSEDNEWADUVB,SINGLESTORYNONSPRINKLER (E)SINGLE-FAMILYDWELLINGTYPEVB,SINGLESTORYNONSPRINKLER2%2%SLOPESLOPE2%SLOPE 2%SLOPE SLOPE2% 2%SLOPE PROPERTYLINE125' 60'LINEPROPERTY PROPERTYLINE125' 59'LINEPROPERTY 15'-0"(E)16'-0"(E)5'-0" SEPARATIONBUILDING10'-6"19'-0" 33'-0"SETBACK6'-0"(E)SETBACK10'-6"(E)SETBACK5'-0"(E)SETBACK STWILLARD LANDSCAPE/HARDSCAPECALCULATIONS (E)LANDSCAPE: 2,510SFPROVIDED (E)HARDSCAPE: 4,734SFPROVIDED (N)HARDSCAPE:73SFPROVIDED BUILDING:LOT25%OFHARDSCAPE:1,202SFTOBEHARDSCAPEMATERIALWITHANINITIALSOLARREFLECTANCEOFATLEAST.30ORUNCOLOREDCONCRETEWITHSMOOTHCEMENTFINISHSIZE:7,503SF2,734SFCOVERAGE:36% BUSPATH 2,159SQFT OVERFLOW SPIGOT ENGINEERINGDISCHARGEDIRECTOVERFLOWPERBUREAUOFANDBUILDING&SAFETYREQUIREMENTSCONCRETEBLOCKPAVERORGRAVELBASE6"MINCOMPACTEDSOIL SECTION NOTTOSCALE FINISHGRADE GARDENHOSETOLANDSCAPING* NOTES: INSTALLEDINSTALLEDCHILD-RESISTANTSCREENSAREPRESENTONALLRAINTANKINLETSTOREMOVEDEBRISANDLARGERPARTICLESASTHEWATERENTERSTHETANK.REMOVABLECOVERSANDMOSQUITOSCREENINGAREPLACE.TANKCHILDSAFE:ACCESSCHILD-PROFFANDTHEBARRELPROPERLYSITEDANDANCHOREDONSTABLESURFACETOPREVENTTANKFROMTIPPINGOVER.ABOVE-GROUNDTANKSSHALLNOTLOCATEDONUNEVENORSLOPEDSURFACE;INSTALLEDONSLOPEDSURFACE,THEBASEWHERETHETANKISHASBEENLEVELEDUSINGAPPROPRIATECONSTRUCTIONMATERIALPRIORTOINSTALLATION.RAINTANKSSHALLNOTBEENPLACEDONELEVATEDPLATFORMS,DECKSORPORCHESWITHOUTCONSULTINGLOCALBUILDINGCODEOFFICIALS.DIRECTOVERFLOWDISCHARGEPERBUREAUOFENGINEERINGANDBUILDINGANDSAFETYREQUIREMENTS.DISPERSIONISDIRECTEDSOASNOTTOKNOWINGLYCAUSEGEOTECHNICALHAZARDSRELATEDTOSLOPESTABILITYORTRIGGERINGEXPANSIVE(CLAYEY)SOILMOVEMENT.RAINTANKSSHALLBEOPAQUEANDDARKINCOLORTOPREVENTUVLIGHTPENETRATIONANDDISCOURAGEALGAEGROWTH.TANKPLACEMENTSHALLALLOWEASYACCESSFORREGULARMAINTENANCE. COLLAPSIBLERAINTANKSARENOTPERMITTED. 10.SEERAINTANKFACTSHEETSFORMOREINFORMATION. OVERFLOW MOSQUITOGARDENHOSETOLANDSCAPING*OVERFLOWDIRECTOVERFLOWDISCHARGEPERBUREAUOFENGINEERINGANDBUILDINGSAFETYREQUIREMENTSCONCRETEBLOCKPAVEROR2"GRAVELBASEPROOFSCREENEDINLET 16FINEMESH) MOSQUITODOWNSPOUTGUTTERWITHPROOFSCREENEDINLETFINEMESH) INTOPROJECTION30"MAXSIDEYARD PROPERTYCLEARANCE30"MINFROMLINE PL MAX5'4"HEIGHT PL INTOPROJECTION30"MAXSIDEYARD BUILDINGDOWNSPOUTGUTTERSTRUCTURE PLAN NOTTOSCALE VEGETATEDLANDSCAPINGMUSTBEWITHIN25FTOFRAINTANK(S) RAINTANKSWITHSHADETREEPLANTING: POROUSTREESTREESMUSTBEPLANTEDATLEAST10FEETFROMTHEHOUSEFOUNDATIONANDATLEASTFEETFROMFENCES,PATIOS,DRIVEWAYSANDSIDEWALKS.SHOULDNOTBEPLANTEDINAREASWHEREPERMEABLEPAVEMENT,CONCRETEORPERMEABLEPAVERSAREINSTALLED. ALISTOFSHADETREESCANBEFOUNDAT:WWW.CITYPLANTS.ORG 2SCALE:N.T.S. RAINTANKFORSMALLRESIDENTIAL BMPCALCULATION 130(2)UTANKROOF=630SQFT<1000SQFT=220GAL.REQUIREDTANKSPROVIDEDVEGETATEDAREANEEDEDADUUTANKGAL.=220x.33=7373SQFT BMPCALCULATION PROPERTYCLEARANCE30"MINFROMLINE LEGENDKEYNOTESSLOPE2% 14 23'-0"25'-0"24'-0"4'-0" 1'-0" 575SQFT 15 16 17 18 PROPERTYADJACENT PROPERTYADJACENT PROPERTYADJACENT 12 43 5 6 7 7 7 7SETBACK22'-0"(E) 8 8 9 9 10 10 1211 4'-0"SETBACK EASEMENT5'-0" 13 1415 16 18 BUSSTOPWITHIN1/2MILENOPARKINGREQ. 17 19 19 A-1.0 SITEPLAN 19 96'-0" 130GAL. 130GAL. HYDRANT112'-6.25"&ACCESS

SDCMA SD NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 FLOORPLAN SCALE:1/4"=1'-0" 1 KEYNOTES 1.DISCREPANCIESVERIFY-IN-FIELDACCURACYOFGRIDLINES.REPORTTOARCHITECTANYBETWEENDRAWINGSANDFIELDCONDITION. 2.SEESHEETA-0.0FORSYMBOLS&ABBREVIATIONS. 3.PRECISEWHENPROVIDED,SEECIVILPLANSFORTHEBUILDINGLOCATIONONSITEANDGRADINGPLANS 4.CENTERLINEALLDIMENSIONSARETOFACEOFMASONRY,CONCRETE,STUD,OROFCOLUMN. 5.FURREDPROVIDEFIREBLOCKINGINCONCEALEDSPACESOFSTUDWALLS,INCLUDINGSPACES,AT10'INTERVALSBOTHVERTICALLYANDHORIZONTALLY. 6.WHENPROVIDED,SEESTRUCTURALDRAWINGSFORBUILDINGSECTION. 7.SIZEANDLOCATIONOFFRAMINGANDPLYWOODSHEATHING. 8.SPECIALNAILINGANDBLOCKINGREQUIREMENTS. 9.FORPROVIDEALLNECESSARYCEILINGORWALLACCESSPANELSASREQUIREDAIRCONDITIONING,PLUMBING,FIRESPRINKLERANDELECTRICALSYSTEMS.INFIRERATEDASSEMBLIESPROVIDERATEDACCESSPANELSWITHSELFCLOSINGDEVICES. 10.FORDOOR&WINDOWSCHEDULESEESHEETA-7.0ANDA-7.01 11.NEWGREENNOTES:PLUMBINGFIXTURESANDFITTINGSSHALLNOTEXCEEDTHEMAXIMUMALLOWABLEFLOWRATESSPECIFIED. 12.HANDBOOKSUSINGTHEHEATINGANDAIR-CONDITIONINGSYSTEMSHALLBESIZEDANDDESIGNEDANSI/ACCAMANUALJ-2011.ANSI/ACCA29-D-2014ORASHRAEANDHAVETHEIREQUIPMENTSELECTEDINACCORDANCEWITHANSI/ACCA3MANUALS-2014.(4.507.2) 13.EXHAUSTFANSSHALLBEENERGYSTARCOMPLIANTANDBEDUCTEDTOTERMINATETOTHEOUTSIDEOFTHEBUILDING. 14.FANS,NOTFUNCTIONINGASACOMPONENTOFAWHOLEHOUSEVENTILATIONSYSTEM,MUSTBECONTROLLEDBYAHUMIDITYCONTROL. PLANNOTES LEGEND F.FOLLOWINGPLUMBINGFIXTURESANDFIXTUREFITTINGSONTHEPLANSSHALLCOMPLYWITHTHEFLOWRATES:A.WATERCLOSETS-1.28GPFB.SINGLESHOWERHEAD1.8GPM@80PSIC.MULTIPLESHOWERHEADS1.8GPMAT80PSIFORALLCOMBINEDSHOWERHEADSD.LAVATORYFAUCETS1.2GPMAT60PSIE.METERINGFAUCETS-25GALLONSPERCYCLEKITCHENFAUCETS1.56PM@6OPSIALLSHOWERANDTUB-SHOWERSSHALLHAVEAPRESSUREBALANCE,THERMOSTATICMIXINGVALVE,ORACOMIBINATIONPRESSUREBALANCE/THERMOSTATICMIXINGTYPEVALVE.ALLNEWREPLACEMENTANDEXISTINGWATERHEATERSSHALLBESTRAPPEDTOTHEWALLINTWOPLACES.ONEOFTHEUPPER 1 3OFTHETANG,ANDONEONTHE PROVIDELOWEROFTHETNAK.THELOWERPOINTSHALLBEAMINIMUMOF4INCHESABOVETHECONTROLS.6'-0"HIGHNON-ABSORBENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.SHOWERDOORSSHALLSWINGOUT.NETAREAOFSHOWERRECEPTORSHALLBENOLESSTHAN1,024SQ.IN.OFFLOORAREA,ANDENCOMPASS30INDIAMETERCIRCLE INSULATION ·CEILINGR-30 ·ATTICR-19 · CARBONSMOKEWALLSR-15+5ALARMREQUIREMENTS:A)ANAPPROVEDSMOKEALARMSHALLBEINSTALLEDFORNEWCONSTRUCTIONANDALTERATION,REPAIRORADDITIONSREQUIRINGPERMITEXCEEDING$1000.B)BATTERYOPERATEDSMOKEALARMSPERMITTEDINEXISTINGBUILDINGSWHERENOCONSTRUCTIONISTAKINGPLACEORINBUILDINGUNDERGOINGALTERATIONORREPAIRTHATDONOTRESULTINTHEREMOVALOFINTERIORWALLORCEILINGFINISHES,UNLESSTHERISANATTIC,CRAWLSPACEORBASEMENTWHICHCOULDPROVIDEACCESSTOWIRING.C)SMOKEALARMSHALLBEINTERCONNECTEDSUCHTHATTHEACTIVATIONOFONEALARMWILLACTIVATEALLALARMSINTHEINDIVIDUALDWELLINGUNIT.D)SMOKEDETECTORSSHALLBE"HARDWIRED"ANDSHALLBEEQUIPPEDWITHBATTERYBACKUP.MONOXIDEALARMREQUIREMENTS:A)ANAPPROVEDCARBONMONOXIDEALARMSHALLBEINSTALLEDFORNEWCONSTRUCTIONANDALTERATION,REPAIRORADDITIONSREQUIRINGPERMITEXCEEDING$1000.B)COALARMSSHALLBE"HARDWIRED"ANDSHALLBEEQUIPPEDWITHBATTERYBACKUP.C)COALARMSSHALLBELISTEDFORCOMPLIANCEWITHUL2034,UL217,UL2075,ANDMAINTAINEDPERNFPA720.D)COALARMSSHALLBEINSTALLEDOUTSIDEOFEACHSLEEPINGAREAINTHEIMMEDIATEVICINITYOFTHEBEDROOMSANDONEVERYLEVELFOADWELLINGUNITINCLUDINGBASEMENT.E)COALARMSHALLBEINTERCONNECTEDSUCHTHATTHEACTIVATIONOFONEALARMWILLACTIVATEALLALARMSINTHEINDIVIDUALDWELLINGUNIT.F)INEXISTINGDWELLINGUNIT,ACOALARMISPERMITTEDTOBEBATTERYOPERATEDWHEREREPAIRORALTERATIONDONOTRESULTINTHEREMOVALOFWALLORCEILINGFINISHES. 1.HOOK-UP.FACILITIESUNOBSTRUCTEDTHECONSTRUCTIONSHALLNOTRESTRICTAFIVE-FOOTCLEARANDACCESSTOANYWATERORPOWERDISTRIBUTION(POWERPOLES,PULL-BOXES,TRANSFORMERS,VAULTS,PUMPS,VALVES,METERS,APPURTENANCES,ETC.)ORTOTHELOCATIONOFTHETHECONSTRUCTIONSHALLNOTBEWITHINTENFEETOFANYPOWERLINES-WHETHERORNOTTHELINESARELOCATEDONTHEPROPERTY.FAILURETOCOMPLYMAYCAUSECONSTRUCTIONDELAYSAND/ORADDITIONALEXPENSES. 2.ORDINANCEOFSIDEVALVEANAPPROVALSEISMICGASSHUTOFFVALVEOREXCESSFLOWSHUTOFFWILLBEINSTALLEDONTHEFUELGASLINEONTHEDOWN-STREAMOFTHEUTILITYMETERANDBERIGIDLYCONNECTEDTOTHEEXTERIORTHEBUILDINGORSTRUCTURECONTAININGTHEFUELGASPIPING.(PER170,158AND180,670)SEPARATEPLUMBINGPERMITISREQUIRED. 3.EXISTINGPROVIDEULTRA-FLUSHWATERCLOSETSFORALLNEWCONSTRUCTION.SHOWERHEADSANDTOILETSMUSTBEADAPTEDFORLOWWATERCONSUMPTION. 4.PROVIDE(70)(72)INCHHIGHNON-ABSORBENTWALLADJACENTTOSHOWERANDAPPROVEDSHATTER-RESISTANTMATERIALSFORSHOWERENCLOSURE.(1210.2.3,2406.4.5,R307.2,R308.4) 5.WATERHEATERMUSTBESTRAPPEDTOWALL.(SEC.507.3&LAPC) 6.PRIORSPRINKLERSYSTEMMUSTBEAPPROVEDBYTHEMECHANICALDIVISIONTOINSTALLATION. 7.PLANSYSTEMAFIREALARM(VISUALANDAUDIBLE)SYSTEMISREQUIRED.THEALARMMUSTBEAPPROVEDBYTHEFIREDEPARTMENTANDELECTRICALCHECKPRIORTOINSTALLATION.(LAMC57.122) 8.CARBONMONOXIDEALARMISREQUIREDPER(SEC.420.6,R315) GENERALNOTES PLANNOTES 1 2(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)CONCRETELANDING(3'-0"x3'-0"MIN)UNITENTRY1-1/2"THRESHOLDMILLWORKSINKSTOVEWITHHOODREFRIGERATORSTACKEDWASHER/DRYERPLUMBINGFIXTUREBYOWNER12"x12"MINPLUMBINGACCESSATTICACCESSMINI-SPLITHVACSYSTEM.NODUCTS3 4 5 6 7 8 9 10 11 SD CMA DOOREXHAUSTENERGYSTARW/HUMIDISTATFAN50CFMTOOUTSIDESMOKEDETECTORSTOBEHARD-WIREDW/BATTERYBACK-UPTYPCARBONMONOXIDEALARMTAG.SEESCHEDULEA-7.0WINDOWTAG.SEESCHEDULEA-7.0(N)1-HRFIRERESISTANT2xXTUDWALL@16"OCW/5/8"GYPBD&7/8"THKSTUCCOSEEDETAIL10/A-7.03(N)2xXTUDWALL@16"OCW/5/8"GYPBDLIVING127BEDROOMSQ.FT.102ROOM147SQ.FT.10010PANTRYBATHROOMKITCHEN/DINING132SQ.FT.10140SQ.FT.HALLWAY15SQ.FT.SQ.FT. 23'-0" 25'-0"25'-0"3'-11"8'-8"8'-9" 5'-6" 3'-0"5'-9" 3'-9" 2'-5" 11'-2" 12'-2" 6'-6" 11'-11"6'-4"11'-3" 4'-0" 1'-0" 19'-0" 4'-6" 24"MIN 3'-10" 22x30 2 A-4.01 A-4.0 2 A-5.0 A-4.03A-4.04 A-5.01 23'-0" 4TEMPERED 3 1 2 1 3 4 6 7 5 TOTALADU575SQ.FT. 8 9 2 3 4 5 6 1 10 11 11 11 A-2.0 FLOORPLAN 2 3'-6"8'-10"10'-8"3'-9" 7 FIRESEPARATIONCALCULATIONS FIRESEPARATIONOPENINGCALCULATION: EXTERIORWALL DISTANCE SQFT%ALLOWABLEPROVIDED WESTELEVATION:3'TO<5' 228SQFTx.25=57SQFT 40SQFT GENERALNOTES 2 1 3'-6" SECURITYREQUIREMENTS 13116B21VN06674W.WILLARDST 21010-20000-02648 TEMPERED

3 2 1 A B HDU2HDU2 HDU2 L= 4'0" L=8'-0"HDU2 L=4'-0"HDU2 HDU2 L= 4'0" L=4'-0"HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 L= 4'0" L= 4'0" L=4'-0" HDU2 HDU2 L=4'-0" 3 2 1 A B O.C.@16"2x10CJ 4x64x6HDRHDR 4x6HDR HDR4x6 O.C.@16"2x8RR HDR4x6 HDR4x6 4x6HDR 4x6HDR 4x6HDR4x6HDRCJ2x10@16"O.C. RB2x10@16"O.C. O.C.@16"2x10CJ O.C.@16"2x8RR 4x6HDR KEYNOTES FOUNDATIONLEGENDNOTES L=LENGTHOFPANEL 1/2"STUCT1PLY 8D6"/6"/12"OC SHEARWALLSCHEDULE-METHODWSPPLYWOODNAILENDSPACINGBOLTS 5/8Øx10"A.B.W/7"EMBEDMENT PLATE@72"O.C.W/3X3X1/4WASHER 1.THESPACEBETWEENTHEBOTTOMOFTHEFLOORJOISTSANDTHEEARTHUNDERANYBUILDINGSHALLBEPROVIDEDWITHVENTILATIONOPENINGSTHROUGHFOUNDATIONOREXTERIORWALLS.2.THEMINIMUMNETAREAOFVENTILATIONOPENINGSSHALLNOTBELESSTHAN1SQ.FOOTFOREACH150SQ.FTOFCRAWL-SPACEAREA[R408.1&.2]3.VENTILATIONOPENINGSSHALLBECOVEREDWITHPERFORATIONSNOTEXCEEDING1/4INCH.4.ACCESSTOALLUNDER-FLOORSPACES[R408]:4.1.ACCESSSHALLBEPROVIDEDWITHAMINIMUMOFONEACCESSOPENINGNOTLESSTHAN18INCHESBY24INCHESTHROUGHTHEFLOOROR16INCHESBY24INCHESIFLOCATEDINAWALL.5.ASPHALTSHINGLES:5.1.ASPHALTSHINGLESSHALLBEFASTENEDTOSOLIDLYSHEATEDDECKS5.2.DECKSLOPESHALLBETWOIN12ORGREATER5.3.ASPHALTSHINGLESSHALLBESECUREDTOTHEROOFWITHNOTLESSTHANFOURFASTENERSPERSTRIPSHINGLEORTWOFASTENERSPERINDIVIDUALSHINGLE.5.4.ADRIPEDGESHALLBEPROVIDEDATEAVESANDGABLES. DENOTESSHEARWALLLOCATIONANDLENGTHNEWWALLFOOTING(ADDITION)WITHPRESSURETREATEDWOODNEWCONT.FOOTING12"WIDEWITHPRESSURETREATEDWOOD5/8 Ø DENOTESUSESTUDW/3X3X1/4A.B.OREPOXYBOLTS7"EMBEDMENT@72"O.C.PLATEWASHERSEENAILINGSCHEDULEONSHEETA-2.2WALLDF#22X4@16"O.C.TYP.UNODF#2FORROOFRAFTERS,CEILINGJOISTANDDF#1FORANYBEAMSEEDETAIL3/A-2.2.SEENAILINGSCHEDULEONSHEETA-2.2HEADER USEDF#2FORROOFRAFTERS,CEILINGJOISTANDDF#1FORANY BEAMSEEDETAIL3/A-2.2.SEENAILINGSCHEDULEONSHEETA-2.2 DENOTESROOFRAFTER2X10@16"O.C.TYP.UNO USEDENOTESUSEDF#2FORROOFRAFTERS,CEILINGJOISTANDDF#1FORANYBEAMSEEDETAIL3/A-2.2.SEENAILINGSCHEDULEONSHEETA-2.2CEILINGJOIST2X10@16"O.C.TYP.UNODF#2FORROOFRAFTERS,CEILINGJOISTANDDF#1FORANY BEAMSEEDETAIL3/A-2.2.SEENAILINGSCHEDULEONSHEETA-2.2 1.CONCRETESTRENGTHFORFOUNDATIONSHALLBE2,500PSIMIN.(CRCR402.2TABLER402.2).2.MINIMUMFOOTINGREINFORCEMENTSHALLBEONE#4BARTOPANDBOTTOM(CRCR403.1.3).3.MINIMUMANCHORBOLTSIZEANDSPACINGSHALLBE5/8"DIA.AB@72"OC.,WITH7"EMBEDMENT,AND3"x3"x1/4"PLATEWASHERS.ANCHORBOLTSSHALLBELOCATEDAMAXIMUMOF12"AND41/2"MINIMUMFROMTHEENDOFTHEPLATE(CRCR403.1.6,R602.11.1). INFORMATIONFORMOREFOUNDATIONSEESHEETA-9.1W.F.P.P VISQUEEN4"CONC.SLABONGRADEW/#4@16"O.C.EACHWAY(OVER6-MILVAPORBARRIEROVER4"Th.OF 2 AGGREGATE,ORLARGERCLEANTYP.) FOUNDATIONPLAN SCALE:1/4"=1'-0" 1 A-2.1 FRAMINGFOUNDATION&PLANS NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 BEAMSIZEHDR 3SCALE:1/2"=1'-0" TYP.ROOF/FLRSHEATHINGLAYOUT FIELDEDGENAILINGBOUNDARY(B.N.)NAILING(E.N.)NAILING(F.N.) STAGGERPLYWOODPERPENDICULARTOFRAMINGADJACENTSHEETS FRAMING2-10dW/E.N.PLYWOOD2x4FLATBLKG.ATEDGESU.N.O.ASSHOWN&TOENAILSTOMEMBERS TYP.NAILCALLOUT:EXAMPLE:NAILSIZE@B.N.-E.N.-F.N.10d@6610 PLANVIEW FRAMINGPLAN SCALE:1/4"=1'-0" 2 9'-1" 13'-7" 10'-2" 8'-10" A-7.038TYP. 12 A-7.03TYP.A-7.031TYP. 7 A-7.03TYP. A-7.035TYP. GENERALNOTES 6'-11" 10'-0" 10'-0" STRUCTURALNOTES PLF,1.STRUCTURALNOTESONPLANSSPECIFYTHATALLCONSTRUCTIONSHALLCOMPLYWITHTHEWFPP.2.STRUCTURALOBSERVATIONISREQUIREDPERSEC1709FORSHEARWALLSINEXCESSOF300HOLD-DOWNANCHORS,DIAPHRAGM,OTHER:______________________.3. PLANSSPECIFYTHATBOLTHOLESSHALLBEMAX.1/16”OVERSIZED.NOTEONTHE“INSPECTORTOVERIFY.” 4.E.D.B.SPECIFYCONTINUOUSINSPECTIONFOR:A.CONCRETEGREATERTHAN2,500PSIINSTALLATIONOFCONCRETEANCHORSPERLARRC.FIELDWELDING/REBARWELDINGMASONRYOTHER_____________________.

ROOFNOTE:COVERINGINSTALLATIONSHALLBEINACCORDANCEWITHMANUFACTURER'SSPECIFICATIONS. EXHAUSTFANSLOPEDIRECTION LEGENDKEYNOTESGENERALNOTESCONSTRUCTIONROOFNOTES 2 A-4.01 A-4.0 2 A-5.0 A-4.03A-4.04 A-5.01 DESIGNATEDSOLARZONEAREAREQUIRED:105SQFTPROVIDED:105SQFT FIREBLOCKINGNOTES 2"2" 23'-4" 2 8 A-3.0 ROOFPLAN 4'-2"2" 23'-4" 8"1'-8"26'-4"26'-4"8"8" 3'-8"3'-0"6'-6" 1 1 3 3 4 4 55 55 66 7 8 SLOPE5:12 SLOPE5:12 2ZONE1ZONE 16'-2"3'-7" 3'-7" PVSYSTEMCALCULATIONS PVSYSTEMAREACALCULATION: ROOFAREA =576SQ.FT. PVSYSTEMAREA105=105SQ.FT.SQFT>576SQFTPVAREA>50%OFROOFAREASTORMWATERSTORMWATEROBSERVATIONREPORTBMPVERIFICATION 7 7 SOLARAREACALCULATION: 1.55KW(1,000W1KW)(1MODULE300W)=5.2=6MODULES(PERTITLE24)6MODULES(17.5FT21MODULE)=105SQFTOFSOLARAREA3'-0" 9 9 9 3'-0"

ROOFPLAN SCALE:1/4"=1'-0" 1 NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 ATTICVENTCALCULATIONS SOLARAREACALULATIONS 1.ROOFNOTES:INCONCEALEDSPACESOFSTUDWALLSANDPARTITIONS,INCLUDINGFURREDSPACES,ATTHECEILINGANDFLOORLEVELSANDAT10FOOTINTERVALSBOTHVERTICALANDHORIZONTAL.2.ATALLINTERCONNECTIONSBETWEENCONCEALEDVERTICALANDHORIZONTALSPACESSUCHASOCCURATSOFFIT,DROPCEILINGS,ANDCOVECEILINGS;3.INCONCEALEDSPACESBETWEENSTAIRSTRINGERSATTHETOPANDBOTTOMOFTHERUNANDBETWEENSTUDSALONGANDIN-LINEWITHTHERUNOFTHESTAIRSIFTHEWALLSUNDERTHESTAIRSAREUNFINISHED.4.INOPENINGSAROUNDVENTS,PIPES,DUCTS,CHIMNEYS,FIREPLACES,ANDSIMILAROPENINGSWHICHAFFORDAPASSAGEFORFIREATCEILINGANDFLOORLEVELS,WITHNONCOMBUSTIBLEMATERIALS;AND5.ATOPENINGSBETWEENATTICSPACESANDCHIMNEYCHASESFORFACTORY-BUILTCHIMNEYS.ATTICVENTSCALCULATIONS: REQ.ROOFAREAZONE1:288/150=2.0ZONE2:288/150=2.0SF.=4.0 ATTICVENTSPROVIDED: 2ATTICVENTSREQ.4.0S.F.(144SQ.IN.)=576SQ.IN.16x16GABLEVENTSAT302SQ.IN.EACH=604SQ.IN.PROVIDEDTOTALVENTNETFREEAREAPROVIDED604SQ.IN. COOLROOF PERMANENTLYFEEDERSHALLTOTHEMAINELECTRICALSERVICEPANELSHALLHAVEARESERVEDSPACEALLOWFORINSTALLATIONOFADOUBLEPOLECIRCUITBREAKERFORAFUTURESOLARELECTRICINSTALLATION.THERESERVEDSPACEBEPOSITIONEDATTHEOPPOSITE(LOAD)ENDFROMTHEINPUTLOCATIONORMAINCIRCUITLOCATIONANDSHALLBEMARKEDAS'FORFUTURESOLARELECTRIC'. 1 2ROOF(N)(N)(N)(N)(N)(N)(N)(CLASS(N)ASPHALTSHINGLES.GCTOFOLLOWCALIFORNIAROOFFRAMING"A"ASPHALTSHINGLES,ESR-3267TOPOFRIDGEWALLBELOWGUTTERDOWNSPOUTGABLEVENTRAINTANKSOLARZONEPATHWAYACCESS(MIN36"CLEARTOACCOMMODATELADDER,NOWALLOPENING)3 4 5 6 7 1.CONTRACTORSHALLPROVIDEANDINSTALLROOFINGINACCORDANCEWITHGAFASTMSPECIFICATIONNOD4601ORAPPROVEDEQUAL.2.CONTRACTORSHALLPROVIDEANDINSTALLROOFINGINACCORDANCEWITHTHESYSTEMMANUFACTURERSREQUIREMENTSFORACLASSAFIRERETARDENTROOFING,THATCANBEGUARANTEEDFORTWELVEYEARSWHENINSTALLEDUNDERMANUFACTURER'SOBSERVATION,COMPLYINGWITHSTATUTORYREQUIREMENTSATTHEPLACEOFCONSTRUCTION.3.CONTRACTORSHALLPROVIDEWRITTENCERTIFICATIONTOTHEARCHITECTTHATAPPLICATORISAPPROVEDBYSYSTEMMANUFACTURER.4.THEOWNERRESERVESTHERIGHTTOEMPLOYAROOFINGCONSULTANTFORTHEPURPOSEOFFIELDOBSERVATIONANDTESTINGANDTOADVISEOWNERANDCONTRACTORREGARDINGCOMPLIANCEOFTHISWORKWITHTHECONTRACTREQUIREMENTSFORANDRELATEDTOROOFING.5.CONTRACTORSHALLPROVIDESYSTEMMANUFACTURERSWRITTENAPPROVALOFMODIFICATIONSCONTAINEDHEREINOFTHEIRREQUIREMENTSFORTHESPECIFIEDSYSTEM(S)6.CONTRACTORSHALLINSTALLINTERPLIES,CAPSHEETANDBASEFLASHINGINAMANNERTOACHIEVE,ASNEARLYASPOSSIBLE,ANUNBROKENFILMOFASPHALT,FREEOFVOIDS,BETWEENEACHLAYER.CONTRACTORISRESPONSIBLEFORMETHODOFACHIEVINGTHISRESULT.7.ALLROOFPENETRATIONSSHALLNOTBECLOSERTHAN18"TOCURBS,CRICKETS,WALLSETC.8.CONTRACTORTOREMOVEALLEXISTINGMECHANICALUNITSANDACCESSORIES.

KEYNOTES 4SCALE:1/4"=1'-0" SOUTHELEVATION 1SCALE:1/4"=1'-0" WESTELEVATION 3SCALE:1/4"=1'-0" NORTHELEVATION 2SCALE:1/4"=1'-0" EASTELEVATION NORTHNORTH13118W.WILLARDST.HOLLYWOODCA91605ADUBEDROSZHAMKOCHIAN13116W.WILLARDST.HOLLYWOODCA91605(818)261-6583 NOTES (N)7/8"STUCCOWEEPSCREED8"ABOVENATURALGRADE.SEEDETAIL3/A-7.03ASPHALTSHINGLE(CLASS"A")ROOF (N)CONCRETELANDING OPENABLEEGRESSWINDOW R-19R-30R-15PROPERTY(N)RAINTANKLINEATTICACCESS(BEYOND)+5INSULATION(PERTITLE24)INSULATION(PERTITLE24)INSULATION(PERTITLE24) ROOFPATHWAYACCESS(MIN36"CLEARTOACCOMMODATELADDER,NOWALLOPENING) INBEDROOMREMOVALREQUIREDESIGNANYADDITIONORCHANGESMADETOTHEAPPROVEDEXTERIORELEVATIONEITHERONTHEDRAWINGSORDURINGCONSTRUCTIONWILLPLANNINGDIVISIONANDBUILDING&SAFETYDIVISIONREVIEWANDAPPROVALANDMAYRESULTINADELAYOFTHEPROJECTORTHEOFNON-APPROVEDWORK.NOTES:EVERYBEDROOM,PROVIDEONEOPENABLEESCAPEWINDOWMEETINGALLTHEFOLLOWING1.ANETCLEAROPENINGAREAOFNOTLESSTHAN5.7SF2.AMINIMUMCLEARHEIGHTOF24IN3.AMINIMUMCLEARWIDTHOF20IN4.THEBOTTOMOFTHECLEAROPENINGNOTGREATERTHAN44INMEASUREDFROMTHEFLOOR 1 2 3 4 5 6 FINISH)EXTERIORFINISHMATERIALS(PRODUCT,COLOR,OFNEW/MODIFIEDACCESSORYBUILDINGWILLMATCHTHEMAINHOUSE 7 -FINISHTO+9'-0"WINDOW+6'-8"FINISH0'-0"FLOORA.F.F.HEADERA.F.F.TOPPLATEGRADE6"-FINISHTO+9'-0"WINDOW+6'-8"FINISH0'-0"TOWINDOWFINISH0'-0"FLOOR+6'-8"A.F.F.HEADER+9'-0"A.F.F.TOPPLATEFINISHGRADE6"FLOORA.F.F.HEADERA.F.F.TOPPLATEGRADE6" T.O.+14'-9"FINISHTO+9'-0"WINDOW+6'-8"FINISH0'-0"FLOORA.F.F.HEADERA.F.F.TOPPLATEGRADE6"A.F.F.RIDGET.O.+14'-9"A.F.F.RIDGE+14'-9"A.F.F.T.O.RIDGE T.O.+14'-9"A.F.F.RIDGE 1 1 1 1 2 2 2 2 33 4 4 5 6 6 7 7 77 SETBACKEASEMENT5'-0"4'-0" EASEMENTSETBACK4'-0"5'-0"3'-10"EAVEEAVE3'-10"4'-4"EAVE EAVE4'-4" 2'-10"2'-10"3'-10"5'-10"3 A-7.03 A-7.033 3 A-7.03 A-7.033 5" 24x20 A-4.0 BUILDINGELEVATIONSEXTERIOR&SECTIONS 16'-0"MAXBUILDINGHEIGHT 5" 16'-0"MAXBUILDINGHEIGHT 16'-0"16'-0"MAXBUILDINGHEIGHTMAXBUILDINGHEIGHT T.O.+14'-9"TOWINDOWFINISH0'-0"FLOOR+6'-8"A.F.F.HEADER+9'-0"A.F.F.TOPPLATEFINISHGRADE6"A.F.F.RIDGE 7 SETBACK4'-0"3'-10"EAVE16'-0"MAXBUILDINGHEIGHT T.O.+14'-9"FINISHTO+9'-0"WINDOW+6'-8"FINISH0'-0"FLOORA.F.F.HEADERA.F.F.TOPPLATEGRADE6"A.F.F.RIDGE 7 EASEMENT5'-0"4'-4"EAVE 5"12"SLOPE=.42 16'-0"MAXBUILDINGHEIGHT 6SCALE:1/4"=1'-0" LONGITUDINALSECTION 5SCALE:1/4"=1'-0" TRANSVERSESECTION T.O.810'-9"LOWEST796'ELEVATIONRIDGE GENERALNOTES 1.NOTES:ANCHORBOLTS1/2"x10"EMBEDDED7"ANDSPACEDMAXIMUM6'WITH.229"x3"x3"PLATEWASHERS,MINIMUM2ANCHORBOLTSPERPIECE,LOCATEDNOTMORETHAN12"ORLESSTHAN7BOLTDIAMETERSFROMEACHENDOFTHEPIECE. 15.12.22C20(B)).14.13.12.11.10.FOUNDATIONSEARTH,CONCRETE2.ALLFOUNDATIONPLATESORSILLSANDSLEEPERSONAORMASONRYSLAB,WHICHISINDIRECTCONTACTWITHANDSILLSTHATRESTONCONCRETEORMASONRYSHALLBEPRESERVATIVETREATEDWOOD(AWPAU1)ANDFIELDCUTENDS,NOTCHES,ANDDRILLEDHOLESSHALLBEFIELDTREATEDINACCORDANCEWITHAWPAM4.FASTENERS(OTHERTHANANCHORBOLTS)INPRESERVATIVETREATEDWOODORFIRERETARDANTTREATEDWOODSHALLBEOFHOTDIPPEDZINCCOATEDGALVANIZEDSTEELORSTAINLESSSTEEL.3.MINIMUMCONCRETESTRENGTH2,500PSI.4.EXTERIORWALLS,BEARINGWALLSANDBRACEDWALLPANELSREQUIRECONTINUOUSFOOTAGE.R403.1.5.23/32"PLYWOODREQUIREDFOR24"JOISTSPACING.6.WHEREINTERIORWALLSARESHEARWALLS,WALLFRAMINGANDSHEATHINGSHALLEXTENDTOTHEROOFSHEATHING.7.FOOTINGSONORADJACENTTOSLOPESSHALLMEETTHEREQUIREMENTSOFSECTIONR403.1.7.8.WALLSSEPARATINGUNITSINTOWNHOUSESSHALLBEPROVIDEDWITHPARAPETINACCORDANCEWITHR302.2.2.9.PROJECTSLOCATEDINTHEVERYHIGHFIREHAZARDSEVERITYZONE(VHFHSZ)MUSTALSOINCORPORATETHEREQUIREMENTSOFSECTIONR337INTOTHEDESIGN.EXTERIORWALLSOFDWELLINGSANDACCESSORYSTRUCTURESCLOSERTHAN5-FT(NON-SPRINKLERED)3-FT(SPRINKLERED)TOTHEPROPERTYLINESHALLBE1-HRFIRERESISTANCERATEDCONSTRUCTION.NOOPENINGSOTHERTHANAPPROVEDFOUNDATIONVENTSSHALLBEPERMITTEDINTHEEXTERIORWALLSIFDWELLINGSANDACCESSORYBUILDINGSWHERETHEEXTERIORWALLISLESSTHAN3-FTTOTHEPROPERTYLINE.THEAREAOFEXTERIORWALLOPENINGSOFNON-SPRINKEREDDWELLINGSANDACCESSORYBUILDINGSLOCATED=3-FTAND<5-FTTOTHEPROPERTYLINESHALLBELIMITEDTO25%OFTHEWALLAREA.EXTERIORWALLOPENINGSAREUNLIMITEDWHENEXTERIORWALLSARELOCATED=5-FTFORNON-SPRINKLEREDBUILDINGSAND=3-FTFORSPRINKLEREDBUILDINGS.EAVESSHALLBEOF1-HRFIRE-RESISTIVECONSTRUCTIONONTHEUNDERSIDEWHENLOCATEDBETWEEN2-FTAND5-FTFROMTHEPROPERTYLINEFORNON-SPRINKLEREDBUILDINGSANDBETWEEN2-FTAND3-FTFROMTHEPROPERTYLINEFORSPRINKLEREDBUILDINGS.DETACHEDGARAGESWITHIN2-FTOFAPROPERTYLINEMAYHAVEAMAXIMUM4-INCHEAVE,PROVIDEDTHEEAVEDOESNOTEXTENDOVERTHEPROPERTYLINEANDISALLOWEDBYTHEZONINGCODE.EAVESSHALLNOTPROJECTMORETHAN4"FOREACHONEFOOTOFREQUIREDSIDEYARD,ANDSHALLPROVIDEAMINIMUM30"CLEARSPACEBETWEENTHEEAVEANDTHEPROPERTYLINE(LAMCEXTERIORPLASTER(STUCCO)WALLSSHALLBEPROVIDEDWITHACORROSIONRESISTANTWEEPSCREEDCOMPLYINGWITHSECTIONR703.7.2.1. 8 9 10 FORMOREFOUNDATIONINFORMATIONSEEFOUNDATIONPLAN KITCHEN LIVINGROOMATTICSPACE KITCHEN BEDROOM ATTICSPACE 9 10 8 83'-2" 12"SLOPE=.4212"SLOPE=.42 11 11 6 6 12 1212 3'-0" 3'-0"