new 9-unit apartment building...column concrete continuous corridor ceramic tile demolition detail...

BELLA VISTA

NEW 9-UNIT APARTMENT BUILDING

648 N. ARDMORE AVE. LOS ANGELES, CA 90004

LAV.LB.L.F.LVR.LT.WT.

MAS.MATL.MAX.M.B.MECH.MEMBR.MFR.MIN.MISC.MT.(D.)(G.)MTL.

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PAV.P.H.PL.P.LAM.PLAS.PLBG.PLYWDPNT.PREFAB.PREFIN.P.S.F.P.S.I.PTD.

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R.B.R.C.P.R.D.REF.REFRIG.REG.REINF.REQ.RET.R.L.RMRT.

S.C.SCHED.S.D.SQ.FT.SHT.SHTG.SIM.SPEC.STD.STL.STO.S'STL.STRUCT.SUSP.

T.TEL.TEMP.T.O.C.T.O.CONC.T.O.M.T.O.P.T.O.S.T.O.W.TR.TYP.

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V.B.V.C.T.VERT.VEST.V.I.F.V.T.

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LAVATORYPOUNDLINEAR FOOT(FEET)LOUVERLIGHTWEIGHT

MASONRYMATERIALMAXIMUMMACHINE BOLTMECHANIC(AL)MEMBRANEMANUFACTURERMINIMUMMISCELLANEOUSMOUNT(ED)(ING)METAL

NEWNOT APPLICABLENOT IN CONTRACTNUMBERNOISE REDUCTION COEFFICIENTNOT TO SCALE

ON CENTEROUTSIDE DIAMETEROVERFLOW DRAINOCCUPANT LOADOPENINGOWNER PROVIDEDCONTRACTOR INSTALLEDOPPOSITE

PAVING, PAVEMENTPANIC HARDWAREPLATEPLASTIC LAMINATEPLASTER, PLASTICPLUMBINGPLYWOODPAINTPREFABRICATE(D)PREFINISH(ED)POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINTED

QUALITYQUANTITY

RUBBER BASEREINFORCED CONCRETE PIPEROOF DRAINREFERENCEREFRIGERATORREGISTERREINFORCEMENTREQUIREDRETAININGROOF LEADER, RAIN LEADERROOMRIGHT

SOLID CORESCHEDULESTORM DRAIN, SOAP DISPENSERSQUARE FOOT(FEET)SHEETSHEATINGSIMILARSPECIFICATIONSTANDARDSTEELSTORAGESTAINLESS STEELSTRUCTURALSUSPENDED

TREAD, TILE, TOILETTELEPHONETEMPORARYTOP OF CURBTOP OF CONC.TOP OF MASONRYTOP OF PARAPETTOP OF SLABTOP OF WALLTRENCHTYPICAL

UNLESS NOTED OTHERWISE

VAPOR BARRIER, VINYL BASEVINYL COMPOSITION FLOOR TILEVERTICALVESTIBULEVERIFY IN FIELDVINYL TILE

WITHWITHOUTWOODWROUGHT IRONWELDED WIRE FABRICWELDED WIRE MESH

ABBREVIATIONS

ASPHALTIC CONCRETEAIR CONDITIONINGABOVE FINISHED FLOORACOUSTIC TILEADMINISTRATIONALUMINUMALTERNATEAMOUNTANODIZE(D)APPROXIMATELYASPHALT

BOARDBITUMINOUSBUILDINGBLOCKINGBEAM

CATCH BASINCEMENTCUBIC FEETCONTROL JOINTCEILINGCLEARCONCRETE MASONRY UNITSCOLUMNCONCRETECONTINUOUSCORRIDORCERAMIC TILE

DEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDISPENSER, DISPOSALDOWNDOORDOWNSPOUTDETAILDRAWINGS

EXISTINGEACHEXPANSION JOINTELEVATION, ELEVATORELECTRICAL PANELEQUALEQUIPMENTEXHAUSTEXISTINGEXPAND(SION), EXPOSED

FIRE ALARMFLOOR DRAIN, FIRE DAMPERFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOORFINISH GRADEFIRE HOSE CABINETFIRE HOSE RACKFINISHFLOORFLASHINGFOUNDATIONFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDSFOOT, FEETFOOTING

GAUGEGALVANIZEDGENERAL CONTRACTORGLASS, GLAZINGGRADEGUARDGYPSUMGYPSUM BOARD

HOSE BIBBHOLLOW COREHEADHARDWOODHARDWAREHOLLOW METALHORIZONTALHEIGHTHEATING, VENTILATION ANDAIR CONDITIONINGHYDRANT

INTERCOMINSIDE DIAMETERINFORMATIONINSULATIONINTERIORINVERT

JUNCTION BOXJOINT

KNOCK DOWNKITCHEN, KITCHENETTEKNOCK OUT (PANEL)

A.C.A/CA.F.F.AC.T.ADMIN.ALUM.ALT.AMT.ANOD.APPR.ASPH.

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C.B.CEM.C.F.C.J.CLG.CLR.CMUCOL.CONC.CONT.CORR.C.T.

DEMO.DET.D.F.DIA.DIM.DISP.DNDR.D.S.DTL.DWG.

(E)EA.E.J.ELEV.E.P.EQ.EQUIP.EXH.EXTG.EXP.

F.A.F.D.F.E.F.E.C.F.F.F.G.F.H.C.F.H.R.FIN.FL.FLASH.FND.F.O.C.F.O.F.F.O.M.F.O.S.FT.FTG.

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I.C.I.D.INFO.INSUL.INT.INV.

J.B.JT.

K.D.KIT.K.O.(P)

SHEET INDEX

VICINITY MAP

PROJECT DATA

PROJECT OWNER:

Mr. & Mrs. Leung

5940 Oak Ave. Unit 1706TEMPLE CITY, CA 91780T.626.552.6104

CONTACT: ROSA LEUNG

E-mail:[email protected]

STRUCTURAL ENGINEER:

BASIS & ASSOCIATES, INC.

3700 Wilshire Blvd. Suite 420LOS ANGELES, CA 90020T. 213 385 0080F. 213 385 0081

CONTACT : HONG K. KIM


ARCHITECT:

CORBeL ARCHITECTS

3450 Wilshire Blvd. Suite 1000LOS ANGELES, CA 90010T. 213.739.9902 F.213.739.9906

CONTACT: DAVID S. KIM


CIVIL ENGINEER:

POINT ENGINEERING, INC.

3407 W. 6TH ST. SUITE 803LOS ANGELES, CA 90020T. 213.352.1154

CONTACT: ERIC KIM


GEOTECHNICAL ENGINEER:

DON SOILS ENGINEERING, CO

2225 S. La Brea Ave.LOS ANGELES, CA 90016T. 323.936.6763

CONTACT: DON YIM


ELECTRICAL ENGINEER:M&S ELECTRICALENGINEERING4055 Wilshire Blvd. Suite 526LOS ANGELES, CA 90010T. 213.383.0073

CONTACT: HUGO VOGEL

E-mail: [email protected]

LANDSCAPE ARCHITECT:

SQLA INC.

380 N. Palm St. Suite BBREA, CA 92821T. 562.905.0800

CONTACT: SAMUEL KIM


MECH & PLUMBING ENGINEER:

AIRPLUS ENGINEERING

11517 Burbank Blvd.NORTH HOLLYWOOD, CA 91601T. 818 980 7583F. 818 475 5079


SCOPE OF WORK: CONSTRUCTION OF 9 UNIT 3-STORY APARTMENT BUILDING w/ 1 LEVELOF SUBTERRANEAN PARKING-100% PRIVATELY FUNDED PROJECT-NOT RECEIVING TAX CREDIT INCENTIVE

ZONING: R3-1

TYPE OF CONSTRUCTION: 3-STORY / TYPE V-A CONSTRUCTION OVER TYPE I-A SUBTERRANEANPARKING STRUCTURE

LEGAL LOT INFORMATION:

PIN NUMBER 141B193 641

ADDRESS 648 N. ARDMORE AVE.

LOT AREA (sq.ft.) 7,501.6

APN 5520-002-030

TRACT / LOT NUMBER ARDMORE HEIGHTS / 134

N

CODE COMPLIANCE

2017

2017 CITY OF LOS ANGELES BUILDING CODE

2017 CITY OF LOS ANGELES ELECTRICAL CODE

2017 CITY OF LOS ANGELES MECHANICAL CODE

2017 CITY OF LOS ANGELES PLUMBING CODE

2017 CITY OF LOS ANGELES GREEN BUILDING STANDARD CODE

2016 CALIFORNIA FIRE CODE

2016 CALIFORNIA ENERGY CODE

PROJECT LOCATION

APPR. 500' FROM METRO

RAPID BUS STOP

BUILDING CODE CRITERIA

USE ANDOCCUPANCYCLASSIFICATION :(CBC. CHAPTER 3)

GROUP S-2 (ENCLOSED PARKING GARAGE)GROUP R-2 (APARTMENT HOUSE)

TYPES OFCONSTRUCTION :(CBC. CHAPTER 6)

TYPE I-A (SUBTERRANEAN PARKING)TYPE V-A (APARTMENT HOUSE)

FIRE SUPPRESSIONSYSTEM :(CBC. SEC.903.2.)

NFPA 13 SPRINKLER SYSTEM ( R OCCUPANCY, 3+1 STORY & 30' HEIGHT)

FIRE ALARMSYSTEM :(CBC. SEC.907.2.9.)

SMOKE ALARM AND MANUAL FIRE ALARM SYSTEM w/ NFPA 72 VISIBLE ALARMNOTIFICATION APPLIANCES.

BUILDING HEIGHT : 45'-0" MAX.

MIXED OCCUPANCYAREA

DETERMINATION (CBC. SEC. 506.5.2)

ALLOWABLE AREA PER OCCUPANCY, Aa=[At+(NS x If)](CBC. SEC.506 EQUATION 5-3, SEC. 506.3) S-2 OCCUPANCY IN TYPE I-A CONSTRUCTION : UNLIMITED R-2 : 36,000+0 = 36,000 (At:36,000, NS:12,000, If: N/A ) B OCCUPANCY ON ROOF : 54,000+0 = 54,000 (At:54,000, NS:18,000, If: N/A )

SUM OF RATIOS CALCULATION PER STORY BASEMENT : 6,183 / UL = 0<1 GROUND : 4,221 / 36,000 = 0.12<1 2nd FL. : 4,120 / 36,000=0.11<1 3rd FL. : 4,118 / 36,000=0.11<1 ROOF : 650 / 54,000=0.01<1

If=(38'/316'-0.25)30/30=-0.13F/P= 0.12 W=30 MAX.

X>30'

120'

38'

SEPARATE & DEFERRED SUBMITTALS

SEPARATE APPLICATIONS & PERMITS BY OTHERS1. DEMOLITION 2. GRADING

3. FIRE SPRINKLER SYSTEMS 4. FIRE SPRINKLER SYSTEMS

5. FIRE ALARM & MONITORING SYSTEMS 6. OFF SITE IMPROVEMENTS & REPAIR

7. ELECTRICAL, MECHANICAL, & PLUMBING WORKS 8. EMERGENCY RESPONDER RADIO COVERAGE

9. SOLAR PHOTOVOLTAIC SYSTEMS

DEFERRED SUBMITTALS1. FIRE STOPPING SYSTEM & INSPECTION PROGRAM 2. PUBLIC UTILITY CONNECTIONS AND HOOKUPS

3. LANDSCAPE STRUCTURE AS INDICATED 4. USPS STD-4C COMPLIANT MAILBOX SYSTEMS

5. PREFABRICATED METAL STAIR SYSTEMS 6. ELEVATORS

7. SECURITY SYSTEM 8. SIGNAGE & GRAPHICS

AREA CALCULATIONS :-FLOOR AREA, GROSS (2013 CBC, SEC. 202 ) : The floor area within the inside perimeter of the exterior walls of the building under consideration, exclusive of vent shafts and courts, without deductionfor corridors, stairways, closets, the thickness of interior walls, columns or other features. The floor area of a building, or portion thereof, not provided withsurrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above. The gross floor area shall not include shaftswith no openings or interior courts.

-SCHOOL FEES FLOOR AREA1. The school district fees for commercial development is determined by the chargeable covered and enclosed space of all buildings.2. Space within the perimeter (measured from the exterior faces of exterior walls) of a commercial structure, not including any storage areas incidental tothe principle use of the development, garage, parking structure, unenclosed walkway, utility or disposal area.

-FLOOR AREA, GROSS (LAMC, CHAPT 1. SEC. 12.03, AMENDED BY ORD. # 182,386, EFF. 3/13/13 ) : The area in square feet confined within the exterior walls of a Building, but not including the area of the following : exterior walls, stairways, shafts, roomshousing building-operating equipment or machinery, parking areas with associated driveways and ramps, space dedicated to bicycle parking, space forthe landing and storage of helicopters, and basement storage areas.

ZONING CODE CRITERIA

DENSITY :(LAMC SEC. 12.11. C.4)

MINIMUM LOT AREA PER DWELLING UNIT : 800 sq.ft.9 UNITS PERMITTED (7,501.6 / 800=9.3) & 9 UNITS PROPOSED

PARKING REQUIREMENT:(LAMC SEC. 12.21. A.4) UNIT TYPE # OF UNITS PARKING

FACTOR

REQUIRED # OFPARKINGSTALLS

1 BEDROOM 1 1.5 1.5

2 BEDROOM 1 2 2

3 BEDROOM 7 2 14

SUB TOTAL 917.5

= 17 Space Req.

PARKING PROVIDED 15% BICYCLE REDUCTION : 17 x 15% = 2.55 = 2 space 17-2 = 15 Space

BICYCLE PARKING TOTAL REQUIRED # OF LONG TERM BICYCLE PARKING 9TOTAL REQUIRED # OF SHORT TERM BICYCLEPARKING 1

PARKING PROPOSED: UNDERGROUND GROUND

STANDARD 9 0 9

COMPACT 4 0 4

ACCESSIBLE 1 0 1

E.V. 1 0 1

SUB TOTAL 15 0 15

* TOTAL 15 *ALL STALLS ARE ASSIGNED FOR TENANTS ONLY.

EV CAPABLE 1 (5% OF TOTAL # OF PARKINGS = 15 x 0.05)

BICYCLE 9 (LONG TERM) 1 (SHORT TERM)

* NO GUEST PARKING REQUIRED. NOR PROVIDED.

OPEN SPACE REQUIREMENT:(LAMC SEC. 12.21. G)

UNIT TYPE # OF UNITS O.P. FACTOR REQUIRED SFOF OPEN SPACE

2HABITABLEROOMS

-1 BEDROOMUNIT

1 100 100

3 HABITABLEROOMS

-2 BEDROOMUNIT

1 125 125

4 HABITABLEROOMS

-3 BEDROOMUNIT

7 175 1,225

TOTAL REQUIRED SF OF OPEN SPACE 1,450 sq.ft.OPEN SPACE PROPOSED: GROUND FL. 2nd FL. ROOF

PRIVATEBALCONIES 0 300 (6x50) 0

COMMON AREA-EXTERIOR

640 sq.ft. 0.0 sq.ft. 616 sq.ft.

TOTAL 1,556.0 sq.ft.

SETBACK REQUIREMENTS:(LAMC SEC. 12.14)

REQUIRED PROPOSED

FRONT YARD 15' (BUILDING LINE) 15'

SIDE YARD 6' (5'+1' 3 STORY) 6'-0" MIN. (NORTH & SOUTH)

REAR YARD 15' (3 STORY) 15'-5"

BUILDABLE AREA:(LAMC. SEC.12.03)

4,800.0 sq.ft.

FAR & HEIGHT ALLOWED:(LAMC SEC. 12.21. 1)

14,400.0 sq.ft. (BUILDABLE AREAX3) 45' MAX. HEIGHT( +10' FOR STAIRS AND ELEVATOR)

AREA CALCULATION : (ZONING CODE)(LAMC. SEC.12.03)

PROPOSED BASEMENT GROUND 2nd FL. 3rd FL.FLOOR AREA (sq.ft.) - 3,884 4,045 4,047

TOTAL PROPOSED : 11,976.30 sq.ft.

BASEMENT GROUND 2nd FLOOR 3rd FLOOR

S-2 6,183 - - -

R-2 - 4,221 4,120 4,118

TOTAL(sq.ft.) 6,183 4,221 4,120 4,118

TOTAL FLOOR AREA(sq.ft.) 18,642

FLOOR AREA CALCULATION (BUILDING CODE):

* TOTAL SCHOOL FEE AREA : 12,458

LAND SURVEYOR:

DE LEON ENG. & SURVEYING

8061 San Meteo Cir.BUENA PARK, CA 90640T. 714.826.5125


FLOOROCCUPANT

ARCHITECTURALA0.00 COVER SHEET, PROJECT DATAA0.11 GENERAL NOTESA0.12 GENERAL NOTESA0.21 DISABLED ACCESSIBILITY NOTESA0.22 DISABLED ACCESSIBILITY NOTESA0.23 DISABLED ACCESSIBILITY NOTESA0.31 RESIDENTIAL BUILDING ACCESSIBILITY FIGURESA0.32 RESIDENTIAL BUILDING ACCESSIBILITY FIGURESA0.41 GREEN BUILDING STANDARD CODE NOTESA0.42 GREEN BUILDING STANDARD CODE FORMSA0.51 SOILS REPORT APPROVAL LETTERA0.61 SET BACK, F.A.R & OPEN SPACE CALCULATIONA0.62 SET BACK, F.A.R & OPEN SPACE CALCULATIONA0.63 EXIT PLAN, FIRE BARRIER & PARTITION PLANSA0.64 EXIT PLAN, FIRE BARRIER & PARTITION PLANSA0.65 ALLOWABLE OPENING CALCULATIONC SITE SURVEY MAP-1A1.01 SITE PLANA2.01 BASEMENT & GROUND FLOOR PLANA2.02 2ND FLOOR & 3RD FLOOR PLANA2.03 ROOF & HIGH ROOF PLANA2.11 BASEMENT & GROUND FLOOR REFLECTED CEILING PLANA2.12 2ND FLOOR & 3RD FLOOR REFLECTED CEILING PLANA3.01 BUILDING ELEVATIONS-1 (EAST & WEST)A3.02 BUILDING ELEVATIONS-2 (NORTH & SOUTH)A4.01 BUILDING SECTIONSA4.11 STAIR #1 ENLARGED PLAN & SECTIONA4.12 STAIR #2 ENLARGED PLAN & SECTIONA4.21 EXTERIOR STAIR & RAMP PLAN & SECTIONA4.31 ELEVATOR PLAN & SECTIONA5.01 ~ 06 ENLARGED UNIT PLAN & REFLECTED CEILING PLAN -1~6A5.21 ~ 23 RESIDENTIAL UNIT BATHROOM PLAN & ELEVATIONSA5.24 ~ 25 RESIDENTIAL UNIT KITCHEN PLAN & ELEVATIONSA6.01 ~ 03 WALL TYPESA6.11~15 DETAILSA7.01 INTERIOR FINISH SCHEDULEA7.11 DOOR SCHEDULEA7.12 WINDOW SCHEDULE

PROJECT DIRECTORY

SHEET INDEX

STRUCTURALS-1.0 GENERAL NOTESS-1.1 GENERAL NOTESS-1.2 GENERAL NOTESS-1.3 GENERAL NOTESS-1.4 GENERAL NOTESS-1.4 GENERAL NOTESS-2.0 FOUNDATION PLANS-2.1 FIRST FLOOR PLANS-2.2 SECOND FLOOR PLANS-2.3 THIRD FLOOR PLANS-2.3 ROOF FLOOR PLANS-3.0 FIRST FLOOR PLANS-3.1 FIRST FLOOR PLANS-4.0 DETAILS (CONC.)S-4.1 DETAILS (CONC.)S-4.2 DETAILS (CONC.)S-4.3 DETAILS (CONC.)S-4.4 DETAILS (CONC.)S-5.0 DETAILS (WOOD)S-5.1 DETAILS (WOOD)S-5.2 DETAILS (WOOD)S-5.3 DETAILS (WOOD)S-5.4 DETAILS (WOOD)S-5.5 DETAILS (WOOD)S-5.6 DETAILS (WOOD)MECHANICALM1.0 TITLE SHEETM1.1 CUT SHEETM2.0 BASEMENT PLANM3.0 1ST FLOOR PLANM4.0 2ND FLOOR PLANM5.0 3RD FLOOR PLANM6.0 ROOF PLANM7.0 DETAILS

CIVIL + LIDC-1 TITILE / NOTESC-2 GROUND LEVEL DRAINAGE PLANC-3 GARAGE LEVEL DRAINAGE PLANC-4 BMP DISTRIBUTION MAPC-5 SECTION / DETAILSC-6 DETAILSLANDSCAPELC-1 REDUCTION OF HEAT ISLAND EFFECT FOR NONROOF CALC.PLAN GRLC-2 REDUCTION OF HEAT ISLAND EFFECT FOR NONROOF CALC.PLAN ROOFLP-1 PLANTING PLAN GROUND PLANLP-2 PLANTING PLAN ROOF DECKLP-3 PLANTING DETAILS

LI-1 IRRIGATION PLAN GROUND LEVELLI-1A HYDROZONE PLAN GROUND LEVELLI-2 IRRIGATION PLAN ROOF DECK

LI-2A HYDROZONE PLAN ROOF DECKLI-3 IRRIGATION DETAILSSHORINGSH-1.0 GENERAL NOTESSH-1.1 GENERAL NOTESSH-2.0 SHORING PLANSH-3.0 SHORING ELEVATION

PLUMBINGP1.0 TITLE SHEETP1.1 TITLE SHEETP1.2 TITLE SHEETP1.3 TITLE SHEETP2.0 BASEMENT PLAN (SEWER)P2.1 BASEMENT PLAN (WATER)P2.2 BASEMENT PLAN (GAS)P2.3 BASEMENT PLAN (DRAIN)P3.0 GROUND FLOOR PLANP4.0 2ND FLOOR PLANP5.0 3RD FLOOR PLANP6.0 RISER DIAGRAM (SEWER)P6.1 RISER DIAGRAM (WAWER)P6.2 RISER DIAGRAM (WAWER)P6.3 RISER DIAGRAM (GAS)P7.0 DETAILS

ELECTRICALE-1 ELECTRICAL TITLE-24, ELECTRICAL SYMBOLS LIST, & GENERAL NOTESE-2 ELECTRICAL TITLE-24 CONTINUEDE-3 ELECTRICAL TITLE-24 CONTINUEDE-4 OUTDOOR ELECTRICAL TITLE-24E-5 ELECTRICAL SERVICE DIAGRAM

E-6 PANEL SCHEDULE (HOUSE)

E-7 PANEL SCHEDULE RESIDENTIAL AREAE-8 SITE PLANE-9 BASEMENT LIGHTING & POWER PLANE-10 GROUND FLOOR LIGHTING & POWER PLANE-11 2ND FLOOR LIGHTING & POWER PLANE-12 3RD FLOOR LIGHTING & POWER PLANE-13 ROOF LIGHTING & POWER PLANE-14 GROUND FLOOR UNITS LIGHTING & POWER PLANE-15 2ND FLOOR UNITS LIGHTING & POWER PLANE-16 3RD FLOOR UNITS LIGHTING & POWER PLANE-17 BASEMENT EM LIGHTING PHOTOMETRICE-18 GROUND EM LIGHTING PHOTOMETRICE-19 2ND FLOOR EM LIGHTING PHOTOMETRICE-20 3RD FLOOR EM LIGHTING PHOTOMETRICE-21 ROOF EM LIGHTING PHOTOMETRIC

T: 1 213 739-9902F: 1 213 739-9906

w w w . c o r b e l a r c h i t e c t s . c o m3450 Wilshire Blvd Suite 1000Los Angeles, California 90010

THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS ARE ANDSHALL REMAIN THE PROPERTY OF THE ARCHITECT: NO PART THEREOF SHALL BE COPIEDOR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OFTHE ARCHITECT.

BELLA VISTA648 North Ardmore Ave.Los Angeles, CA 90004

648 N. Ardmore Ave.Los Angeles, CA 90004

SUPERIOR OCEANMANAGEMENT, LLC

16046

NO ISSUED DATE

01 1ST BLDG P/C 5/17/2017

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A0.00

COVER SHEET

FIRE SPRINKLER

1. CONTRACTOR TO PROVIDE AUTOMATIC FIRE SPRINKLERSYSTEM AND SECURE ALL PERMITS REQUIRED. OBTAINARCHITECT'S APPROVAL PRIOR TO SUBMITTING PLANS TO CITYOF LOS ANGELES.

2. FIRE SPRINKLER SYSTEM MUST BE APPROVED BY CITY OF LOSANGELES PLUMBING DIVISION AND FIRE DEPARTMENT PRIOR TOINSTALLATION.

3. PROVIDE `CLASS I' STANDPIPE SYSTEM.

4. PROVIDE SMOKE DETECTOR IN COMMON STAIRWELLSSERVING TWO OR MORE TENANTS.(HEALTH AND SAFETY CODE13113.7)

5. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECTCONTROL METERS, REGULATORS AND PIPING FOR HAZARDOUSMATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE.(LA.M.C.57.20)

6. ALL FIRE SPRINKLER SYSTEMS WERE REQUIRED TO BEDESIGNED IN COMPLIANCE WITH CBC CHAPTER 9. SECTION 903WHICH IS BASED ON NFPA-13 STANDARDS.

FIRE DEPARTMENT NOTES

1. PROVIDE FIRE SPRINKLERS THROUGHOUT. THE SPRINKLERSYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION)

2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OFNOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVELDISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR;ALSO DURING CONSTRUCTION. (L.A.M.C. 57.140)

3. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING NOTLESS THAN 10BC FOR KITCHEN, ELECTRICAL ROOM,MECHANICAL ROOM, OR PARKING GARAGE.

4. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIREDEPARTMENT FIELD INSPECTOR.

5. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ONADDRESS SIDE OF BUILDING. SHOW LOCATION ON PLANS

6. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLYILLUMINATED.

7. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALLHAVE AN INTENSITY OF NOT LESS THAN 5-FOOT CANDLES.

8. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED ANDLABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER’S INSTRUCTIONS AND SECTION 2702.

9. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.

10. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCYPOWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOTLESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS(1011.2-1011.5.3)

11. EGRESS DOORS SHALL BE READILY OPERABLE FROM THEEGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIALKNOWLEDGE OR EFFORT.

12. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICESSHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THEFINISHED FLOOR.

13. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITHSECTION 1008.1.9-1008.1.9.7

14. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACESERVED BY THE MEANS OF EGRESS IS OCCUPIED.

15. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BELESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE.

16. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICALSUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, ANEMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLYILLUMINATE THE FOLLOWING AREAS:;

a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMSAND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS.

b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS INBUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVELOF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHEDFOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED INSECTION 1024.1, IN BUILDINGS REQUIRED TO HAVE TWO ORMORE EXITS.

e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOREXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS.

17. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWERFOR DURATION OF NOT LESS THAN 9 0MINUTES AND SHALLCONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR ANON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCYPOWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.

17. NEITHER THE ARCHITECT'S REVIEW OR APPROVAL OF SHOPDRAWINGS SHALL RELIEVE THE GENERAL CONTRACTOR FROMRESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS ORSPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECT'SATTENTION IN WRITING TO SUCH DEVIATIONS AT THE TIME OFSUBMISSION NOR SHALL IT RELIEVE HIM OF RESPONSIBILITYFOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.

18. INSTALLATION OF GLASS SHALL CONFORM TO FEDERALSPECIFICATION 16-CFR-1202 AND ALL LOCAL CODES ANDORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALLCOMPLY WITH U.S. CONSUMER PRODUCT SAFETY STANDARDS.A CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATEAND PLACE OF MANUFACTURE. ALL GLAZING SHALL BETEMPERED WHEN REQUIRED BY CHAPTER 24 OF THE 2013 CBC.

19. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR LOCATIONSOF EXISTING UTILITY LINES. LOCATIONS OF ALL UTILITIESSHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALLEXERCISE EXTREME CAUTION IN EXCAVATION AND TRENCHINGTO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS.

20. THE CONTRACTOR SHALL SUBMIT A SOILS REPORT AND ACOMPACTION REPORT TO THE BUILDING DEPARTMENT FORAPPROVAL PRIOR TO FOUNDATION INSPECTIONS.

21. LOCATIONS OF ALL UTILITIES SHOWN ON THE DRAWINGSARE APPROXIMATE. THE CONTRACTOR SHALL EXERCISEEXTREME CAUTION IN EXCAVATION AND TRENCHING TO AVOIDINTERCEPTING EXISTING PIPING OR CONDUITS. THECONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALLSITE UTILITIES AND TO COORDINATE AND AVOID CONFLICT INTHE LOCATIONS OF NEW UNDERGROUND AND SITE UTILITIES.THE CONTRACTOR SHALL INCLUDE ALL NECESSARY UTILITYFEES, METERS/AND CONNECTIONS IN HIS BID.

22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERAND ARCHITECT SHOULD UNIDENTIFIED FIELD CONDITIONS BEDISCOVERED.

23. ON A SET OF TRANSPARENCIES, FURNISHED BY THEARCHITECT AT THE CONTRACTOR'S EXPENSE, THECONTRACTOR SHALL DEEP AN UP-TO-DATE RECORD OF 'ASBUILT' CONDITIONS OF WORK. UPON COMPLETION OF THEWORK, THE SET SHALL BE RETURNED TO THE ARCHITECTCOMPLETELY AND NEATLY POSTED SHOWING ALL ADDITIONS,DELETIONS, CORRECTIONS, AND REVISIONS IN THE ACTUALCONSTRUCTION OF THE PROJECT. RECORD DRAWINGS SHALLBE SIGNED BY THE SUB-CONTRACTORS REPRESENTING ALLMAJOR TRADES FOR THE PROJECTS AS WELL AS THE GENERALCONTRACTOR.

24. WHEN REQUESTED, THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING, MOUNTING, AND DISPLAYINGARCHITECT'S JOB SIGN. CONTRACTOR SHALL ALSO RETURN THEJOB SIGN TO ARCHITECT AT COMPLETION OF PROJECT IN GOODCONDITION.

25. SEE WALL LEGENDS OR CALL OUTS ON PLANS FOR WALLFRAMING MEMBER, FIRE RATINGS, GYPSUM BOARD THICKNESSAND OTHER WALL CONSTRUCTION MATERIALS. PROVIDE ANDINSTALL HEAVIER GAUGE STUDS, STIFFENERS, BRACING,BACK-UP PLATED, ETC. AS REQUIRED IN STUD WALLS FOR THESUPPORT OF TOILET ROOM FIXTURES AN OTHER WALLMOUNTED EQUIPMENT.

26. ALL GYPSUM BOARD USED IN JANITOR'S ROOMS AND ALLTOILET ROOMS SHALL BE WATER RESISTANT.

27. ALL ROOFING MATERIALS SHALL COMPLY WITH ALLAPPLICABLE STANDARDS LISTED IN 2013 CBC CHAPTER 7A.

28. PRIOR TO ERECTION, THE CONTRACTOR SHALL SUPPLY THEBUILDING INSPECTOR WITH AN A.I.T.C. CERTIFICATE ONCOMPLIANCE FOR THE STRUCTURAL GLU-LAINATED MEMBERSWHEN USED.

29. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTEDBY THE OWNER OR OTHERS, AND THOSE SHOWN ON THERECORDS EXAMINED, ARE INDICATED BY APPROXIMATELOCATION AND EXTENT. THE OWNER AND CONTRACTOR, BYACCEPTING THESE PLANS OR PROCEEDING WITHIMPROVEMENTS HERETO, AGREES TO ASSUME LIABILITY ANDHOLD THE ARCHITECT HARMLESS FOR ANY DAMAGESRESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIESOR STRUCTURES NOT REPORTED BY THE ARCHITECT, NOTINDICATED ON THE RECORDS EXAMINED, LOCATED ATVARIANCE WITH THOSE REPORTED, OR SHOWN ON RECORDSEXAMINED. THE CONTRACTOR IS REQUIRED TO NOTIFY THEOWNER OF THE UTILITIES OR STRUCTURES CONCERNED PRIORTO COMMENCING WORK.

30. TANDEM PARKING REQUIRES FILING OF AN ATTENDANTPARKING AFFIDAVIT AT COMMERCIAL FACILITIES.

31. PARKING STALLS SHALL BE CREATED WITH 'DOUBLESTRIPPING'

32. ALL ELEVATOR PITS SHALL BE EQUIPPED WITH A DRAIN TOPREVENT THE ACCUMULATION OF WATER. THE WATER ANDOTHER LIQUIDS COLLECTED IN THE BOTTOM OF AN ELEVATORSHAFT MAY NOT BE DISCHARGED TO THE SANITARY SEWER ORSTORM DRAIN.

SOUND NOTES

NOISE INSULATION STANDARDS

NOISE INSULATION STANDARDS SHALL BE IN ACCORDANCE WITHTHE APPLICABLE REQUIREMENTS OF CALIFORNIAADMINISTRATIVE CODE. TITLE 24, PART 6, DIVISION T25,CHAPTER 1. SUBCHAPTER 1, ARTICLE 4, SECTION T25-28, WHICHREADS AS FOLLOWS:

T25-28. NOISE INSULATION STANDARDS

1. PURPOSE. THE PURPOSE OF THIS SECTION IS TO ESTABLISHUNIFORM MINIMUM NOISE INSULATION PERFORMANCESTANDARDS TO PROTECT PERSONS WITHIN NEW HOTELS,MOTELS, APARTMENT HOUSES, AND DWELLINGS OTHER THANDETACHED SINGLE FAMILY DWELLINGS FROM THE EFFECTS OFEXCESSIVE NOISE, INCLUDING BUT NOT LIMITED TO HEARINGLOSS OR IMPAIRMENT AND INTERFERENCE WITH SPEECH ANDSLEEP.

2. APPLICATION AND SCOPE. THE PROVISIONS OF THIS ARTICLERELATING TO NOISE INSULATION PERFORMANCE STANDARDSAPPLY TO NEW HOTELS, MOTELS, APARTMENT HOUSES ANDDWELLINGS OTHER THAN DETACHED SINGLE DWELLINGS.THESE REGULATIONS SHALL APPLY TO ALL APPLICATIONS FORBUILDING PERMITS MADE SUBSEQUENT TO THE EFFECTIVEDATE OF THESE REGULATIONS.

3. DEFINITIONS. THE FOLLOWING SPECIAL DEFINITIONS SHALLAPPLY TO THIS ARTICLE AS APPLICABLE:

A. IMPACT INSULATION CLASS (IIC). A SINGLE NUMBERRATING FOR CEILING-FLOOR CONSTRUCTION THATREPRESENTS THE ABILITY OF THE CONSTRUCTION TO ISOLATEIMPACT NOISE, WHERE MEASUREMENT PROCEDURE IS BASEDON ASTM E492-73T AND AS DEFINED IN CBC STANDARD NO.35-2.

B. SOUND TRANSMISSION CLASS (STC). A SINGLE FIGURERATING FOR FLOOR- CEILING AND INTERIOR WALL PARTITIONCONSTRUCTION THAT REPRESENTS THE ABILITY OF THECONSTRUCTION TO ISOLATE AIRBORNE : NOISE, WHEREMEASUREMENT PROCEDURE IS BASED ON ASTM E90-70 ORASTM E366-71 AND AS DEFINED IN CBC STANDARD NO. 35-1

C. DETACHED SINGLE-FAMILY DWELLING. ANYSINGLE-FAMILY DWELLING WHICH IS SEPARATED FROMADJACENT PROPERTY LINES BY 3 FEET OR MORE OR ISSEPARATED FROM ADJACENT BUILDINGS BY 6 FEET OR MORE.

4. SOUND TRANSMISSION CONTROL BETWEEN DWELLING UNITS.A. WALL AND FLOOR-CEILING ASSEMBLIES. WALL AND

FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS ORGUEST ROOMS FROM EACH OTHER AND FROM PUBLIC SPACESUCH AS INTERIOR CORRIDORS AND SERVICE AREAS SHALLPROVIDE AIRBORNE SOUND INSULATION FOR WALLS. AND BOTHAIRBORNE AND IMPACT SOUND INSULATION FOR FLOOR-CEILINGASSEMBLIES.

B. AIRBORNE SOUND INSULATION. ALL SUCHSEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES SHALLPROVIDE AND AIRBORNE SOUND INSULATION EQUAL TO THATREQUIRES TO MEET A SOUND TRANSMISSION CLASS (STC) OF 50(45 IF FIELD TESTED) AS DEFINED IN CBC STANDARD NO. 35-1.PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIESFOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS,BATHTUBS, SOFTIES, OR HEATING, VENTILATING OR EXHAUSTDUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISETREATED TO MAINTAIN THE REQUIRED RATINGS.DWELLING UNIT ENTRANCE DOORS FROM INTERIOR CORRIDORSTOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE ASOUND TRANSMISSION CLASS (STC) RATING OF NOT LESS THAN30 AND SUCH PERIMETER SEALS SHALL BE MAINTAINED IN GOODOPERATING CONDITION.

C. IMPACT SOUND INSULATION. ALL SEPARATINGFLOOR-CEILING ASSEMBLIES BETWEEN SEPARATE UNITS ORGUEST ROOMS SHALL PROVIDE IMPACT SOUND INSULATIONEQUAL TO THAT REQUIRED TO MEET AN IMPACT INSULATIONCALL (IIC) OF 50 (45 IF FIELD TESTED) AS DEFINED IN CBCSTANDARD NO. 35-2. FLOOR COVERINGS MAY BE INCLUDED INTHE ASSEMBLY TO OBTAIN THE REQUIRED RATING, AND MUSTBE RETAINED AS A PERMANENT PART OF THE ASSEMBLY ANDMAY ONLY BE REPLACED BY OTHER FLOOR COVERING THATPROVIDES THE SAME SOUND INSULATION REQUIRED ABOVE.

D. TESTED ASSEMBLIES. FIELD OR LABORATORY TESTEDWALL OR FLOOR-CEILING DESIGNS HAVING AN STC OR IIC OF 50OR MORE AS DETERMINED BY UBC STANDARD 35-1, 35-2 OR 35-3MAY BE USED WITHOUT ANY ADDITIONAL FIELD TESTING WHENIN THE OPINION OF THE BUILDING OFFICIALS THE LABORATORYTESTED DESIGN HAS NOT BEEN COMPROMISED BY FLANKINGPATHS. TEST MAY BE REQUIRED BY THE BUILDING OFFICIALWHEN EVIDENCE OF COMPROMISED SEPARATIONS IS NOTED.

E. FIELD TESTING. FIELD TESTING, WHEN REQUIRED,SHALL BE DONE UNDER THE SUPERVISION OF A PERSONEXPERIENCED IN THE FIELD OF ACOUSTICAL TESTING ANDENGINEERING, WHO SHALL FORWARD TEST RESULTS TO THEBUILDING OFFICIAL SHOWING THAT THE MINIMUM SOUNDINSULATION REQUIREMENTS STATED ABOVE HAVE BEEN MET.

F. AIRBORNE SOUND INSULATION FIELD TESTS. WHENREQUIRED, AIRBORNE SOUND INSULATION SHALL BEDETERMINED ACCORDING TO THE APPLICABLE FIELD AIRBORNESOUND TRANSMISSION LOSS TEST PROCEDURE OF UBCSTANDARD NO. 35-3. ALL SOUND TRANSMITTED FROM THESOURCE ROOM TO THE RECEIVING ROOM SHALL BECONSIDERED TO BE TRANSMITTED THROUGH THE TESTPARTITION.

G. IMPACT SOUND INSULATION FIELD TEST. WHENREQUIRED, IMPACT SOUND INSULATION SHALL BE DETERMINEDACCORDING WITH UBC STANDARD NO. 35-2.

5. CARPET OR SIMILAR SURFACE MATERIALS WHICH ARE PARTOF THE FLOOR CEILING ASSEMBLY MUST BE INSTALLED ANDINSPECTED BEFORE THE CERTIFICATE OF OCCUPANCY ISISSUED AND MAY BE REPLACED ONLY BY THE FLOOR COVERINGTHAT PROVIDES THE REQUIRED IMPACT SOUND INSULATION.(1208A.3).

6. METAL VENTIL;ATING AND CONDITIONED AIR DUCTS LOCATEDIN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTSSERVING ONLY EXIT WAYS. KITCHEN COOKING FACILITIES, ANDBATHROOMS NEED NOT BE LINED).

7. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOISTSPACES WHENEVER A PLUMBING PIPING, OR DUCT PENETRATESA FLOOR CEILING ASSEMBLY OR WHERE SUCH UNIT PASSESTHROUGH THE PLANE OF THE FLOOR CEILING ASSEMBLY FROMWITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO APOINT 12" BEYOND THE PIPE OR DUCT. THIS REQUIREMENT ISNOT APPLICABLE TO FIRE SPRINKLER PIPE, GAS LINE ORELECTRICAL CONDUIT.

8. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OFSEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY24" AND NOTE THAT BACK AND SIDES OF BOXES WILL BE SEALEDWITH 1/8" RESILIENT SEALANT AND BACKED BY A MINIMUM OF 2"THICK MINERAL FIBER INSULATION. (TV, TELEPHONE ANDINTERCOM OUTLETS MUST BE INSTALLED IN BOXESACCORDINGLY).

9. THE ENTRANCE DOORS TO RESIDENTIAL UNITS FROMINTERIOR CORRIDORS ARE REQUIRED TO HAVE A MINIMUM STCRATING OF 26. (LAMINATED 1 3/4" SOLID CORE DOORS WITHRESILIENT STOPS AND GASKETS OR 18 GAUGE INSULATEDSTEEL SLAB DOORS WITH COMPRESSION SEALS ALL AROUND,INCLUDING THRESHOLDS WILL MEET THIS REQUIREMENT).(1208A.2).

10. ALL PENETRATION INTO SOUND RATED PARTITIONS ORAPPROVED PERMANENT RESILIENT SEALANT.

11. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, APPLIANCEVENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATEDFROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENTSLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVEDRESILIENT MATERIAL. VENTS LOCATED IN SOUND ASSEMBLIESSHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BYMEANS OF RESILIENT SLEEVES MOUNTS OR MINIMUM 1/4" THICKAPPROVED RESILIENT MATERIAL.

12. AN APPROVED PERMANENT, AND RESILIENT ACOUSTICALSEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THEFLOOR AND THE SEPARATION WALLS. FLOOR-CEILINGASSEMBLIES SHALL BE SEALED, LINED OR INSULATED WITH.

BUILDING EXIT NOTES

1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLYILLUMINATED

2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALLHAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54LUX).

3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED ANDLABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER’S INSTRUCTIONS AND SECTION 2702.


5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCYPOWERSYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESSTHAN 90MIN. IN CASE OF PRIMARY POWER LOSS.(1011.5-1011.6.3)

6. EGRESS DOORS SHALL BE READILY OPERABLE FROM THEEGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIALKNOWLEDGE OR EFFORT. (1008.1.9)

7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICESSHALL BE INSTALLED AT A MIN. 34” AND A MAX. 48” ABOVE THEFINISHEDFLOOR. (1008.1.9.2)

8. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITHSECTION 1008.1.9

9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACESERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANSOF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN1FOOT-CANDLE AT THE WALKING SURFACE. (1006.1)

10. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES’ ELECTRICALSUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, ANEMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLYILLUMINATE THE FOLLOWING AREAS (1006.3):

A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMSANDSPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS;B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS INBUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.;C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIRLEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE ISACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO ORMORE EXITS.D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED INSECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO ORMORE EXITS.

GENERAL NOTES

1. THE INTENT OF THESES DRAWINGS AND SPECIFICATIONS ISTO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARYFOR THE COMPLETION OF ALL WORK SHOWN, PRESCRIBED, ORREASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLYINDICATED IN THE CONTRACT DOCUMENTS.

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDINGCODES, ORDINANCES AND REGULATIONS AS ADOPTED BYLOCAL AUTHORITIES HAVING JURISDICTION.

3. DIMENSIONS ON DRAWING ARE SHOWN TO CENTERLINE OFCOLUMNS, SIDES OF FRAMING MEMBERS, AND FACE OFMASONRY/CONCRETE UNLESS INDICATED OTHERWISE.

4. DO NOT SCALE DRAWINGS.

5. STRUCTURAL, MECHANICAL ELECTRICAL, PLUMBING, CIVIL,AND LANDSCAPE DRAWINGS ARE SUPPLEMENTAL TO THEARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEWALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTINGSTATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANDOBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORKINSTALLED WHERE CONFLICTING CONDITIONS EXIST SHALL BECORRECTED AT CONTRACTORS EXPENSE.

6. DIMENSIONS, DETAILS, NOTES AND OR SYMBOLS THAT APPLYTO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESSNOTED OTHERWISE.

7. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKECONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTEDOTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THEFRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILARTO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OFTHIS PROJECT.

8. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT ISSHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS ORTHESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCESAPPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TOCOMPLETE THE INSTALLATION.

9. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORSSHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOBSITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORTANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THEARCHITECT FOR RESOLUTION BEFORE ANY WORK IS BEGUN.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS,METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THEPERFORMANCE OF WORK IN, ON OR ABOUT THE JOB SITE; THECONTRACTOR SHALL COORDINATE AND VERIFY ALL WORKPERFORMED BY SUBCONTRACTORS.

11. ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGWORK ON, OR RELATED TO THIS PROJECT SHALL CONDUCTTHEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED ASAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ANDSHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTHREGULATION' OF THE U.S. DEPARTMENT OF LABOR AND WITHANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETYREGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLEAND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETYCONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUALLYAND NOT BE LIMITED TO NORMAL WORKING HOURS AND THATTHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLDHARMLESS THE OWNER AND ARCHITECT FROM ANY AND ALLLIABILITY, REAL OR ALLEGED, IN CONNECTION WITHPERFORMANCE OF WORK ON THIS PROJECT.

12. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALLCOMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL DESIGNAND PROVIDE ALL SHORING AND BRACING NECESSARY TOENSURE THE STABILITY OF ANY AND ALL PARTS OF THEBUILDING DURING CONSTRUCTION.

13. UNLESS SPECIFICALLY SHOWN OR NOTED ON THEDRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED,BORED, WELDED, OR OTHERWISE MODIFIED WITHOUT THEPERMISSION OF THE ARCHITECT.

14. WHETHER OR NOT DETAILED ON THE DRAWINGS, THECONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,BRACING, BACK-UP PLATES AND SUPPORTING BRACKETSREQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OFALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL,OR MISCELLANEOUS EQUIPMENT INCLUDING PLYWOODBACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENTROOMS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGAPPROVAL AND PERMITS FOR ALL DESIGN/BUILD SYSTEMS. HESHALL ALSO BE RESPONSIBLE FOR INSURING THAT THESYSTEMS MEET ALL APPLICABLE CODE REQUIREMENTS.

16. ANY MODIFICATIONS TO THE BUILDING SHELL RESULTINGFROM DESIGN/BUILD REQUIREMENTS SHALL BE REPORTED TOTHE OWNER AND ARCHITECT ALONG WITH ANY REQUIREDCOSTS OR SAVING PRIOR TO CONSTRUCTION. ANYMODIFICATIONS NOT REPORTED WILL BE THE CONTRACTORSRESPONSIBILITY FOR COORDINATION, CODE CONFORMANCE,AND COST.

33. THE CONSTRUCTION SHALL NOT RESTRICT A 5 FT CLEARAND UNOBSTRUCTED ACCESS TO ANY WATER OR POWERDISTRIBUTION 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 10 FT OF ANYPOWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ONTHE PROPERTY. FAILURE TO COMPLY MAY CAUSECONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

34. PROVIDE CLEAR COAT SPRAY ON EXTERIOR WALL ASANTI-GRAFFITI TREATMENT AT THE FIRST 9 FT MEASURED FROMGRADE.

18. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TOPROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGEOF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS ATFLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TODECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANYPOINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGENCYLIGHTING TIME DURATION. A MAXIMUM-TO MINIMUMILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BEEXCEEDED. 1006.4

19. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO ANEMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGEBATTERIES UNIT EQUIPMENT OR AN ON0SITE GENERATOR SET,AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITHTHE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEESECTION 403.

E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOREXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS.

11. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWERFOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALLCONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR ANON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCYPOWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.(1006.3)

12. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TOPROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGEOF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OFEGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGEAND MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) ATTHE END OF THE EMERGENCY LIGHTING TIME DURATION. AMAXIMUM-TO-MINIMUMILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BEEXCEEDED. (1006.3)

13. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO ANEMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGEBATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET,AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITHTHE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEESECTION 403.

A0.11

GENERAL NOTES

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OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS

1. ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARSOR GRILLES WITH OPENINGS OF NOT LESS THAN 6" IN ONEDIMENSION. (67160).

2. PROVIDE SECURITY LIGHTING FOR GARAGE AND/OREXTERIOR PARKING AREA SERVING DWELLING UNITS ORGUESTROOMS AND FOR RECREATION ROOM, SERVICE ROOMACCESSORY TO APARTMENT HOUSES, AND AT EVERY DOOR IN ASECURITY OPENING. SECURITY LIGHTING SHALL HAVE ASURFACE ILLUMINATION OF 0.2 FOOT-CANDELES AT THE FLOORLEVEL. (6708, 6305, 12.21A5(K)).

4. UNIT ENTRANCE DOOR SHALL OPEN OVER A LANDING NOTMORE THAN 1/2" BELOW THE THRESHOLD.

5. INSIDE FINISHED DIMENSIONS OF SHOWER / TOILETCOMPARTMENT MUST BE 30" MIN. WIDTH.

6. DOORS THAT SWING OVER LANDING / PORCH REQUIRE ALANDING 30" IN LENGTH AND NOT MORE THAN 1/2" BELOWFLOOR LEVEL.

7. ALL WATER CLOSET MUST BE ULTRA FLOW LOWCONSUMPTION AND TO HAVE 24" CLEAR IN FRONT AND 30" WIDEMIN. TOILET SPACE.

8. SHOWER AREA WALLS TO BE FINISHED WITH A HARD,NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72"ABOVE THE DRAIN INLET.

9. MEMBRANE PENETRATIONS IN FIRE-RATED WALLS SHALL BEFIRE STOPPED. CONFORMANCE TO CBC STANDARD NO. 7-1 ISREQUIRED. CBC SECTION 709.7

10. MEMBRANE PENETRATIONS NOT LARGER THAN A 4" (100MM)PIPE OR 16 SQ. IN. IN AREA CONTAINING NONCOMBUSTIBLEITEMS NEED NOT COMPLY WITH CBC STANDARD NO. 7-1 IF THEANNULAR SPACE AROUND THE PENETRATION IS FILLED WITH AMATERIAL COMPLYING WITH CBC STANDARD NO. 7-1.

11. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BEINSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDEOF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THEEXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THEFUEL GAS PIPING.

12. FLAME SPREAD CLASSIFICATION AS PER TABLE 8A & 8B

13. DWELLING UNITS SHALL BE PROVIDED WITH HEATINGFACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATUREOF 70 deg. f.

MECHANICAL CODE REQUIREMENTS

1. ALL GAS-FIRED COOKING APPLIANCES TO HAVEINTERMITTENT IGNITION DEVICE PER SECTION T20-1405. ALLHEATING AND PLUMBING SHALL CONFORM TO LOCAL CODE.

2. CLOTHES DRYERS TO BE EXHAUSTED TO OUTSIDE ORNON-HABITABLE AREA WHICH DOES NOT CONTAIN FUELBURNING APPLIANCES (NOT BENEATH BUILDING OR INTO ATTICAREA).

3. GAS FIRED WATER HEATER REQUIRED 50 SQ. IN.COMBUSTION AIR OPENING W/1 12" OF CEILING AND 50 SQ. IN.W/1 12" OF FLOOR

4. WATER HEATER WITH NON-RIGID WATER CONNECTIONSSHALL BE STRAPPED FOR LATERAL SUPPORT.

5. FANS SHOWN ON PLANS TO PROVIDE MINIMUM 5 MINUTE AIRCHANGE.

6. VENT COOK TOP TO OUTSIDE AIR, OR PROVIDE APPROVEDCHARCOAL FILTER.

7. TUB ACCESSES SHALL BE PROVIDED AT ALL TUBS, OR MAKERIGID CONNECTIONS.

8. ALL DUCTWORK SHALL BE INSULATED W/1" BLANKET TYPEINSULATION.

9. DRYER VENT SHALL NOT EXCEED A LENGTH OF 14'-0" WITH AMINIMUM OF 2 ELBOW (90 DEG.)

10. NO MECHANICAL DUCT PENETRATION ARE PERMITTEDTHROUGH EXIT ENCLOSURE WALLS OR CEILING

11. PROVIDE AN AIR FILTRATION SYSTEM WITH PAPERFILTRATION THROUGH OUT.

BUILDING PENETRATIONS

1. THIS BUILDING IS OF TYPE V-A CONSTRUCTION, PROVIDE/SHOW:

A. CONTINUOUS DRYWALL BEHIND ALL TUBS IS REQUIREDUNLESS THE WALLS ARE WITHIN THE UNIT AND NON- BEARING.BACK TO BACK TUBS WITH A COMMON PLUMBING WALL AREIMPRACTICAL IN 1-HOUR BUILDINGS.

B. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED OFNOT LESS THAN 1-HOUR FIRE-RESISTIVE CONSTRUCTION. (T-601)

C. ATTIC ACCESS OPENINGS IN 1-HOUR CEILING CAN BE 2LAYERS OF 3/4" PLYWOOD OR ONE LAYER OF 1-5/8" T&GMATERIAL, SELF-CLOSING.

D. ALL OPENINGS IN FLOORS ARE REQUIRED TO BE ENCLOSEDBY A SHAFT HAVING WALL, FLOOR, AND CEILING OF ____2______HOUR FIRE RESISTIVE CONSTRUCTION. (713.1)

E. RECESSED CEILING LIGHT FIXTURES MUST BE BOXEDAROUND WITH 5/8" TYPE “X” DRYWALL” TO MAINTAIN THE 1-HOURCEILING ASSEMBLY.

F. CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICALSERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS.

G. EXHAUST FANS FROM THE BATHROOM MUST ENTERTHROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILINGIS PENETRATED (717.5)

H. PLUMBING PENETRATION THROUGH HORIZONTALOCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLEDWITH APPROVED SAFING MATERIAL. INSULATION IS NOTAPPROVED.

I. PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THEF.C.U. AND THE STOVE HOOD REQUIRE DAMPERS (USE ADUCTLESS HOOD WHENEVER POSSIBLE). ATTIC UNITS(INCLUDING HEAT PUMPS) REQUIRE DAMPERS AT ALL CEILINGPENETRATIONS. (711)

J. STEEL BEAMS AND COLUMNS SHALL BE PROTECTED ASREQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMSTHE PROTECTIVE MEMBRANE FOR FIRE-RESISTIVE ASSEMBLIES(OCCUPANCY SEPARATIONS AND RATED ROOF/CEILING ORFLOOR/CEILING ASSEMBLIES), THE CONSTRUCTION (FLOORJOISTS) AND THEIR SUPPORTING HORIZONTAL STRUCTURALMEMBERS (BEAMS) NEED NOT BE INDIVIDUALLY FIREPROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORTDIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR ORROOF. THE REQUIRED FIRE RESISTANCE SHALL NOT BE LESSTHAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OFMEMBERS. (704.3)

K. ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQUIREPROTECTED OPENINGS (FIRE WALLS, FIRE BARRIERS, FIREPARTITIONS) ARE REQUIRED TO BE GALVANIZED OR CAST IRONPIPING.

3. ALL SYSTEMS, EQUIPMENT AND/OR BUILDINGCOMPONENTS SHALL COMPLY WITH THE APPLICABLEMANUFACTURER PROVISIONS AND INSTALLATIONPROVISIONS OF SECTIONS 110.0 THROUGH 110.10.

4. ANY APPLIANCE REGULATED BY THE APPLIANCEEFFICIENCY REGULATIONS, TITLE 20 CALIFORNIA CODE OFREGULATIONS, SECTION 1601 ET SEQ., MAY BE INSTALLEDONLY IF THE APPLIANCE FULLY COMPLIES WITH SECTION1608(a) OF THOSE REGULATIONS. [110.1]

5. SERVICE WATER-HEATING SYSTEMS SHALL BE EQUIPPEDWITH AUTOMATIC TEMPERATURE CONTROLS CAPABLE OFADJUSTMENT FROM THE LOWEST TO THE HIGHESTACCEPTABLE TEMPERATURE SETTINGS FOR THE INTENDEDUSE AS LISTED IN TABLE 3, CHAPTER 50 OF THE ASHRAEHANDBOOK, HVAC APPLICATIONS VOLUME. [1103 (a)(1)]

6. ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATERTHAN 167,000 BTU/HR, OUTLETS THAT REQUIRE HIGHERTHAN SERVICE WATER TEMPERATURES AS LISTED IN THEASHRAE HANDBOOK, APPLICATIONS VOLUME, SHALL HAVESEPARATE REMOTE HEATERS, HEAT EXCHANGERS, ORBOOSTERS TO SUPPLY THE OUTLET WITH THE HIGHERTEMPERATURE. [1103 (c)(1)]

7. SERVICE HOT WATER SYSTEMS WITH CIRCULATING PUMPSOR WITH ELECTRICAL HEAT TRACE SYSTEMS SHALL BECAPABLE OF AUTOMATICALLY TURNING OFF THE SYSTEM.[110.3 (C)(2)]

8. CONTROLS FOR SERVICE WATER-HEATING SYSTEMSSHALL LIMIT THE OUTLET TEMPERATURE AT PUBLICLAVATORIES TO 110°F. [110.3 (c)(3)]

9. UNFIRED SERVICE WATER-HEATER STORAGE TANKS ANDBACKUP TANKS FOR SOLAR WATER-HEATING SYSTEMSSHALL HAVE:

a) EXTERNAL INSULATION WITH AN INSTALLED R-VALUE OFAT LEAST R-12, OR

b) INTERNAL AND EXTERNAL INSULATION WITH ACOMBINED R-VALUE OF AT LEAST R-16 OR

c) THE HEAT LOSS OF THE TANK SURFACE, BASED ON AN80°F WATER-AIR TEMPERATURE DIFFERENCE SHALL BELESS THAN 6.5BTU/HR PER SQUARE FOOT. [110.3 (c)(4)]

10.SPACE CONDITIONING EQUIPMENT SHALL MEET THEEFFICIENCY STANDARDS SPECIFIED SECTION 120.2.

11.PILOT LIGHTS SHALL BE PROHIBITED FOR: [110.5] (a) FAN-TYPE CENTRAL FURNACES

(b)HOUSEHOLD COOKING APPLIANCES, EXCEPT FORHOUSEHOLD COOKING APPLIANCES WITHOUT ANELECTRICAL SUPPLY VOLTAGE CONNECTION AND IN WHICHEACH PILOT CONSUMES LESS THAN 150 BTU/HR

(c) POOL HEATERS (d) SPA HEATERS

12. ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL:(a) A THERMAL EFFICIENCY THAT COMPLIES WITH THE

APPLIANCE EFFICIENCY REGULATIONS(b)HAVE A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED

ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTINGOFF THE HEATER WITHOUT ADJUSTING THE THERMOSTATSETTING.

(c) NOT UTILIZE ELECTRIC RESISTANCE HEATING.(d)HAVE A THERMAL INSULATION COVER FOR OUTDOOR

POOLS OR SPAS THAT HAVE A HEAT PUMP OR GASHEATER.

(e)HAVE A PERMANENT, READABLE, WEATHERPROOFINSTRUCTION CARD THAT GIVES INSTRUCTIONS FOR THEPROPER, ENERGY EFFICIENT OPERATION OF THE POOL ORSPA HEATER.

(f) HAVE AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTERAND HEATER OR DEDICATED SUCTION AND RETURN LINES,OR BUILT-IN OR BUILT-UP CONNECTIONS SHALL BEINSTALLED TO ALLOW FOR THE FUTURE ADDITION OFSOLAR HEATING EQUIPMENT.

(g)HAVE DIRECTIONAL INLETS FOR THE POOL OR SPA THATADEQUATELY MIX THE POOL WATER

(h) A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALLBE INSTALLED AS PART OF A POOL WATER CIRCULATIONCONTROL SYSTEM THAT WILL ALLOW ALL PUMPS TO BESET OR PROGRAMMED TO RUN ONLY DURING THEOOF-PEAK ELECTRIC DEMAND PERIOD AND FOR THEMINIMUM TIME NECESSARY TO MAINTAIN THE WATER INTHE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTHSTANDARDS.

13. MANUFACTURED FENESTRATION PRODUCTS AND EXTERIORDOORS SHALL HAVE AIR INFILTRATION RATES NOT EXCEEDING0.3 CFM/FT2 OF WINDOW AREA, 0.3 CFM/FT2 OF RESIDENTIALDOOR AREA, 0.3 CFM/FT2 OF NONRESIDENTIAL SINGLE DOORAREA, AND 1.0 CFM/FT2 OF NONRESIDENTIAL DOUBLE DOORAREA. [110.6 (A)(1)]

14. FENESTRATION PRODUCTS SHALL BE CERTIFIED FOROVERALL U-VALUES AND OVERALL SHGC, AND SHALL HAVE ATEMPORARY LABEL WHICH LISTS THE CERTIFIED U-VALUE ANDSHGC, AND CERTIFIES THAT APPLICABLE AIR INFILTRATIONREQUIREMENTS ARE MET. [110.6 (a)(2), 110.6 (a)(5)]

15. FIELD MANUFACTURED FENESTRATION PRODUCT ANDEXTERIOR DOORS, OTHER THAN UNFRAMED GLASS DOORS ANDFIRE DOORS, SHALL BE CAULKED BETWEEN THE FENESTRATIONPRODUCTS OR EXTERIOR DOOR AND THE BUILDING, AND SHALLBE WEATHERSTRIPPED. [110.6 (a)(6)]

16. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPETHAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BECAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISESEALED TO LIMIT INFILTRATION AND EX-FILTRATION. [110.7]

17. INSULATION SHALL BE CERTIFIED BY DEPARTMENT OFCONSUMER AFFAIRS, BUREAU OF HOME FURNISHING ANDTHERMAL INSULATION THAT THE INSULATION CONDUCTIVETHERMAL PERFORMANCE IS APPROVED PURSUANT TO THECALIFORNIA CODE OF REGULATIONS. [110.8 (a)]

18. UREA FORMALDEHYDE FOAM INSULATION MAY ONLY BEUSED IN EXTERIOR SIDE WALLS, AND REQUIRES AFOUR-MIL-THICK PLASTIC POLYETHYLENE VAPOR BARRIERBETWEEN THE UREA FORMALDEHYDE FOAM INSULATION ANDTHE INTERIOR SPACE. [110.8 (b)]

19. INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCEWITH THE FLAME SPREAD RATING AND SMOKE DENSITYREQUIREMENT OF THE CBC. [110.8 (c)]

20. INSULATION INSTALLED ON AN EXISTING SPACECONDITIONING DUCT, IT SHALL COMPLY WITH SECTION 605 OFTHE CMC. [1108 (d)(3)]

21. EXTERNAL INSULATION INSTALLED ON AN EXISTING UNFIREDWATER STORAGE TANK OR ON AN EXISTING BACK-UP TANK FORA SOLAR WATER-HEATING SYSTEM, IT SHALL HAVE AN R-VALUEOF AT LEAST R-12, OR THE HEAT LOSS OF THE TANK SURFACEBASED ON AN 80°F WATER-AIR TEMPERATURE DIFFERENCESHALL BE LESS THAN 6.5 BTU PER HOUR PER SQUARE FOOT.[110.8 (F)]

22. THE OPAQUE PORTIONS OF FRAMED DEMISING WALLS SHALLHAVE INSULATION WITH AN INSTALLED R-VALUE OF AT LEASTR-13 BETWEEN FRAMING MEMBERS. [110.8 (f)]

3. PROVIDE DEAD BOLTS WITH HARDENED INSERTS;DEADLOCKING LATCH WITH KEY-OPERATED LOCKS ONEXTERIOR. DOORS MUST BE OPERABLE FROM THEINSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR SPECIALEFFORT (LATCH NOT REQUIRED IN B, F, AND S OCCUPANCIES).(6709.2)

4. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" ANDAN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPEDOR AN EXPANDING-LUGDEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". (6709.2)

5. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16IN. THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4 IN. THICKAND INDIVIDUAL PANELSMUST BE NO MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALLBE CONSIDERED A PART OF ADJACENT PANELS EXCEPTMULLIONS NOT OVER 18 INCHESLONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER INTHICKNESS WITH OVERALL DIMENSIONSOF NOT LESS THAN 1-3/8 INCHES AND 3 INCHES IN WIDTH.(91.6709.1 ITEM 2)

6. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THEUPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISINGAND REMOVING OF THE MOVINGPANEL FROM TRACK WHILE IN THE CLOSED POSITION. (6710)

7. SLIDING GLASS DOORS PANELS SHALL BE CLOSED ANDLOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC.6717.1

8. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BESECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32"DIAMETER HARDENED STEELSHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDEBOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECUREDELECTRICALLY OPERATED. (6711)

9. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METALACCORDION GRATE OR GRILLE-TYPE DOORS AND CYLINDERLOCKS OR PADLOCKS. CYLINDER GUARDSSHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THECYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR ISOTHERWISE ACCESSIBLE TO GRIPPINGTOOLS. (6712)

10. GLAZED OPENINGS WITHIN 40" OF THE REQUIRED LOCKINGDEVICE OF THE DOOR, WHEN THE DOOR IS IN THE CLOSED ANDLOCKED POSITION AND WHENTHE DOOR IS OPERABLE FROM THE INSIDE WITHOUT USE OFKEY, SHALL BE FULLY TEMPERED GLASS PER SECTION 2406, ORAPPROVED BURGLARY RESISTANTMATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENSOR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONSOF THIS SECTION SHALLNOT APPLY TO SLIDE GLASS DOORS WHICH CONFORM TO THEPROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR WINDOWSWHICH DO NOT EXCEED 2"IN THEIR GREATEST DIMENSIONS. (6713)

11. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKINGDEVICES. A DEVICE SHALL BE INSTALLED IN THE UPPERCHANNEL OF THE MOVING PANEL TO PROHIBITRAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSEDOR PARTIALLY OPEN POSITION. 6715.1

12. SLIDING GLASS WINDOWS SASH SHALL BE CLOSED ANDLOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC.6717.2.

13. ANY RELEASE FOR METAL BARS, GRILLS, GRATES ORSIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRYTHAT ARE INSTALLED SHALL BE LOCATEDON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24INCHES FROM THE CLOSEST OPENING THROUGH SUCH METALBARS, GRILLS, GRATES OR SIMILARDEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION.(6715.4)

14. ALL OTHER OPENINGS OTHER THAN DOORS OR GLAZEDOPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLESWITH OPENINGS OF NOT LESS THAN 6INCHES IN ONE DIMENSION. (6716.6)

GLASS AND GLAZING

1. SLIDING GLASS DOORS. BATHTUB AND SHOWER DOORS ANDENCLOSURES AND GLAZED PANELS SHALL CONFORM TO U.S.SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS.( 16 C.F.R. PART 1201 CATEGORY I AND / OR II.)

2. ALL GLASS LESS THAN 18" ABOVE ADJACENT WALKINGSURFACE SHALL BE FULLY TEMPERED PER ANSI STANDARD297.1.

3. ALL GLAZED OPENINGS WITHIN 30" OF SHOWER ANDSHOWER-TUB ENCLOSURES TO BE CONSTRUCTED OF IMPACTRESISTANT MATERIALS.

4. ALL SLIDING GLASS DOORS TO BE TEMPERED GLASS.

5. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK SHALL BEFULLY TEMPERED.

6. WINDOW FINISH SILLS SHALL NOT BE MORE THAN 44" ABOVEFINISHED FLOOR.

7. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THEDOOR OS IN THE CLOSED POSITION, SHALL BE FULLY TEMPEREDMATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENSOR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONSOF THIS SECTION SHALL NOT APPLY TO VIEW PORTS ORWINDOWS WHICH D0 NOT EXCEED 2" IN THEIR GREATESTDIMENSIONS. (6713).

8. EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED INHAZARDOUS LOCATION AS DEFINED IN SECTION 2406.4 SHALL BEIDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THELABELER, AND STATES THAT SAFETY GLAZING MATERIAL HASBEEN UTILIZED IN SUCH INSTALLATIONS.

ENERGY NOTES

1. THE BUILDING DESIGN, EXCEPT BUILDING ENVELOPE(EXCLUDED FOR ADAPTIVE REUSE PROJECTS), MEETS THEREQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 -53.

2. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THEMANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITYSTANDARDS FOR INSULATING MATERIAL.

3. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDEOF UNCONDITIONED SPACES SUCH AS GARAGES ANDCOMPARTMENTS FOR CENTRAL AIR GAS FURNACES SHALL BEFULLY WEATHERED.

4. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIEDAND LABELED IN COMPLIANCE WITH THE APPROPRIATEINFILTRATION STANDARDS.

5. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALLWINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATESAND ALL OTHER OPENING IN THE ENVELOPE.

6. A NIGHT SETBACK THERMOSTAT SHALL BE INSTALLED.

7. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATEDPER CHAPTER 10.

8. 25 LUMENS/WATT EFFICIENCY SHALL BE PROVIDED FORGENERAL LIGHTING IN KITCHENS AND BATHROOMS(FLUORESCENT LIGHTS).

9. ALL OPENINGS (DOOR AND WINDOWS) SHALL BE PROPERLYWEATHER-STRIPPED, CERTIFIED AND LABELED.

10. BACK DRAFT DAMPERS FOR ALL EXHAUST AND FANSYSTEMS SHALL BE PROVIDED.

11. A R-12 EXTERIOR BLANKET SHALL BE PROVIDED FOR HOTWATER HEATER AND SOLAR TANKS.

12. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVEFEET OF THE WATER HEATER OUTLET PIPE.

13. ALL WATER HEATING AND SPACE CONDITIONINGEQUIPMENT, SHOWER HEADS AND FAUCETS SHALL BE C.E.C.CERTIFIED.

14. ALL STEAM AND STEAM CONDENSATE RETURN PIPING ANDALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOTWATER PIPING SHALL BE INSULATED AS REQUIRED BY THEPLUMBING DIVISION.

15. COMPLY WITH CITY LOW CONSUMPTION WATER CLOSETAND LOW FLOW SHOWER HEADS

BLDG. ENERGY EFFICIENCY STANDARDS NOTES

1. OPERATING INFORMATION. THE BUILDER SHALL PROVIDETHE BUILDING OWNER AT OCCUPANCY, OPERATINGINFORMATION FOR ALL APPLICABLE FEATURES,MATERIALS, COMPONENTS, AND MECHANICAL DEVICESINSTALLED IN THE BUILDING. OPERATING INFORMATIONSHALL INCLUDE INSTRUCTIONS ON HOW TO OPERATE THEFEATURES, MATERIALS, COMPONENTS, AND MECHANICALDEVICES CORRECTLY AND EFFICIENTLY. THEINSTRUCTIONS SHALL BE CONSISTENT WITHSPECIFICATIONS SET FORTH BY THE EXECUTIVEDIRECTOR.FOR RESIDENTIAL BUILDINGS, SUCH INFORMATION SHALLBE CONTAINED IN A FOLDER OR MANUAL WHICH PROVIDESALL CERTIFICATE OF COMPLIANCE, CERTIFICATE OFINSTALLATION, AND CERTIFICATE OF VERIFICATIONDOCUMENTATION. THIS OPERATING INFORMATION SHALLBE IN PAPER OR ELECTRONIC FORMAT. [10-103(B)(2)]

2. MAINTENANCE INFORMATION. THE BUILDER SHALLPROVIDE TO THE BUILDING OWNER AT OCCUPANCY,MAINTENANCE INFORMATION FOR ALL FEATURES,MATERIALS, COMPONENTS, AND MANUFACTURED DEVICESTHAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENTOPERATION. REQUIRED ROUTINE INCORPORATED ON AREADILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITEDTO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER,THE OPERATION AND MAINTENANCE MATERIAL,COMPONENT OR MANUFACTURED DEVICE. [10-103(B)(3)]

SECURITY NOTES (2014 LABC)

1. EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENTHOUSE SHALL BE PROVIDED WITH A LIGHT BULB (60 WATT MIN.)AT A MAXIMUM HEIGHT OF8 FEET ON THE EXTERIOR. (6708)

2. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDESHALL HAVE NON-REMOVABLE HINGE PINS. HINGES SHALL HAVEMIN. 1/4" DIA. STEEL JAMBSTUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FORLATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTSIN WOOD CONSTRUCTION SHALL BESECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWSNO LESS THAN 2-1/2" LONG. (6709.5, 6709.7)

MISCELLANEOUS

1. SHOWER WALLS OVER BATH TUBS SHALL BE OF APPROVEDNONABSORBENT WATER PROOF MATERIAL TO A HEIGHT OF SIX(6) FEET ABOVE THE FLOOR. WAINSCOT SHALL ALSO EXTENDFULL 4" BEYOND THE FACE OF TUB OR SHOWER PAN.

2. INSPECTION IS REQUIRED FOR ALL INTERIOR AND EXTERIORIN PLACE LATH AND/OR WALLBOARD BEFORE ANY PLASTERINGIS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED

3. PROVIDE FLASHING ALL EXTERIOR OPENINGS WITH MIN. 6"SISALKRAFT. AT 6" O.C.

CLASS I

CLASS III

FLAME~SPREADINDEX 0 25INDEX 76 200

R - 1S - 3

ENCLOSURE V.E. ROOMS

I III

A0.12

GENERAL NOTES

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297.28297.23

298.52300.29

310.83

296.90TC296.62FL

296.94TC296.61FL

297.02TC296.68FL

297.11

296.77

296.75

296.79

296.92297.50

297.57

297.44

297.60

297.63297.53

297.19

297.22

297.20

297.26

297.41

297.61

297.07

297.31

297.39

318.94 @ RIDGE

300.30298.67 301.37300.96

303.26

PROP

ERTY

LINE

S 0°

09'30

''E 5

0.00'

PROPERTY LINE N 89°43'30''E 150.00'

PROP

ERTY

LINE

N 0°

09'30

''W 5

0.00'

PROPERTY LINE S 89°43'30''W 150.00'

300.46

ARDM

ORE

AVEN

UE

6'-0"

SIDE

YAR

DSE

T BA

CK38

'-0"

15'-5"REAR YARD SET BACK

38'-0

"

SHORT TERM (1)BICYCLE PARKINGREFER TO A6.14 #10

SITE PLAN NOTES

EXISTING 6' HIGH CMU FENCEAROUND THE PROPERTY-REPAIR IF NECESSARY

RAMP DOWN TO BASEMENT GARAGE

1. REFER TO LANDSCAPE DWG. FOR HARDSCAPE FINISHES.2. REFER TO CIVIL DRAWINGS FOR GRADING LEVEL

299.50 (@ Ground elevation)FFE

6'-0"

SIDE

YAR

D SE

T BA

CK

6'-0"

SIDE

YAR

DSE

T BA

CK

PROJECT ADDRESS: 648 N. ARDMORE AVE. LOS ANGELES, CA 90004

LEGAL LOT DESCRIPTION :LOTS 134, ARDMORE HEIGHTS TRACT IN THE CITY OF LOS ANGELES, COUNTY OF LOS ANGELES, STATE OFCALIFORNIA, AS PER MAP RECORDED IN BOOK 21, PAGES 132 OF MAPS, IN THE OFFICE OF THE COUNTYRECORDER OF LOS ANGELES COUNTY.

APN: 5520-002-0300

LOT SIZE: 7,499.98 sq. ft.

BUILDING FLOOR AREA: 11,976 sq.ft.

PARKING PROVIDED : UNDERGROUND GROUND SUB-TOTAL

STANDARD 10 0 10

COMPACT 4 0 4

ACCESSIBLE 1 0 1

SUB TOTAL 15 0 15

TOTAL 15 *ALL STALLS ARE ASSIGNED FOR TENANTS ONLY.

EV CAPABLE1 (5% OF TOTAL # OF PARKINGS,15 x 0.05) 1

BICYCLE 9 (LONG TERM) 1 (SHORT TERM) 1 (SHORT TERM)9 (LONG TERM)

PATH

OF

TRAV

EL

EXISTING FIRE HYDRANT@ THE CORNER OFMELROSE & ARDMORE

TOTAL LOT AREA 7,499 sq.ft.

BUILDING FOOT PRINT AREA 4,390 sq.ft.

LANDSCAPE AREA 334 sq.ft.

TOTAL PAVED AREA 2,775 sq.ft.

GREEN BUILDING DEPT. NOTES:

1. AT LEAST 25% OF THE PAVED AREA SHOULD BE UNCOLORED CONCRETEWITH SMOOTH CEMENT FINISH ACHIEVING SOLAR REFLECTANCE OF 0.30 ORHIGHER.

01

SITE PLANScale: 1" = 10'-0"

GARAGE

ONE STORY HOUSE

AC PAVEMENT PARKING

299.50T.O. STAIR

6'-0"

SIDE

YAR

DSE

T BA

CK

119'-7"15'-0"FRONT YARD SETBACK

00 10' 20'

N

40'-0"

65'-9 1/2"

2% SLOPE

2% S

LOPE

AC PAVEMENTPARKING

12'-0

"NE

W D

RIVE

WAY

FIREDEPARTMENTCONNECTION

PROPOSEDMULTI-FAMILY BUILDING(3 STORIES, 32'-6" HIGH)

170 SF.

PLANTER 317 SF.

LID NOTES.

1. ALL DOWNSPOUTS TO DRAIN TO PROPOSED BMP SEE CIVIL PLAN

2% SLOPE

(E) TREE TO BEREMOVED

24" ØTREE

12" ØTREE

24" ØTREE

(E) TREE TOREMAIN

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C

SITE SURVEY MAP

C3

C4

C1

S7 C2

S1 S5 S6

S8S9

GF

S4S2 S3

EVCAPABLEPARKING

GF

5

C

B

D

32 4 6

A

134' - 4"33' - 2" 27' - 4" 27' - 0" 31' - 6" 15' - 4"

RECYCLINGROOM

B04

5' - 8

"11

' - 8"

26' -

0"

BASEMENT PARKING LEVEL

8' - 6" 8' - 6" 8' - 6"

TRASH RMB05

9' - 0

"DESIGNATED ADA UNIT PARKING

IN

OUT

8' - 6"

DRIVEWAY RAMP

A4.1102

A4.1202

01A4.31

4 2

3

4

2

01A4.21

E

5' - 4

"

29' -

0"

8'

- 0"

18' - 0"

8' - 6

"8'

- 6"

8' - 6

"

15' - 0"

15' - 0" 18' - 0" 3' - 11"

SUMP PUMP PIT

STL TRENCH (W:12")

48' -

8"

LONG TERMBICYCLEPARKING

B06

STAIR #1B01

STAIR #2B0218

' - 0"

8' - 6" 9' - 0"

(TYP

.)

7' - 6

"

LINE OF BUILDING ABOVE.

AREA OF MINIMUM 8'-2" VERTICAL CLEARANCEPROVIDE REFLECTIVE OVERHEAD SIGNAGE AT TRANSITION WHERE VERTICAL CLEARANCE IS LESS THAN 8'-2" MIN. A.F.F.

NOTES:

REFER TO SECTION P/ZC 2002-001, FIGURE 9.

ELEV. 289.0'

SEE 02 / A4.31ELEV.

8' - 6"

11' - 0" 22' - 2"

5' - 6

"42

' - 9"

21' -

6"

1' - 2" 14' - 2"

01A4.01

02A4.01

1

10"

10"

3' - 0

"

10" 3' - 0"

208 / 240 VOLT BRANCH CONDUIT

FOR EVSE

9' - 3

"

5

ELEC. ROOMB07

9' - 3

"

5' - 3

"

1

2

8' - 0"

ELEC. RMB03

9' - 4"

8' - 1

"5'

- 0"

4' - 9

"

7' - 8" 4' - 0"

7' - 2"

5' - 8"

SEE A0.41 GREEN BUILDING SHEET NOTE. #25 FOR MORE INFO.

18' -

0"

9' - 7"

FUTURE CHARGING

CONDUIT

1 ELEV. MACHINE ROOM

5

C

B

D

32 4 6

A

150' - 0"

33' - 2" 27' - 4" 27' - 0" 31' - 6" 15' - 4"

11' -

8"26

' - 0"

ARD

MO

RE A

VE.

IN

OUT

DRIVEWAY RAMP

REAR SETBACK15' - 5"

A4.1103

A4.1203

01A4.31

1BEDROOMUNIT-101

2BEDROOMUNIT-102

3BEDROOMUNIT-103

R1 R1 R1

44

AA

A

R8

A A

R8 R8

A A

C

W2a

5' - 5" 26' - 1" 5' - 2" 12' - 8" 9' - 11" 5' - 4" 14' - 3"4' - 9"

9' - 2

"2'

- 5"

6' - 1

"

8' - 8

"

SIDE

SET

BAC K

6' - 0

"

13' - 7" 3' - 4" 12' - 7" 8' - 0" 19' - 1" 15' - 0" 17' - 0" 8' - 0" 7' - 8" 3' - 4" 12' - 0"

A4.2102

01A4.21

E

MAIL BOX

C

SA

STAIR #1101

STAIR #2102

ENTRANCELOBBY

103

CORRIDOR

60"X48" CLR.

2

1

MAILBOX: 48" MAX. & 15" MIN. FROM A.F.F. SEE 09/A0.32

NOTES:

1

60" X 48" CLR. WHEELCHAIR SPACE FOR AREA OF RESCUE.

24' - 10" 19' - 8" 37' - 2" 37' - 11"

ELEV.

2

SEE 01 / A5.01SEE 03 / A5.01 SEE 01 / A5.02

SEE 03 / A4.31

SHORT TERM BICYCLE PARKING

3

3 SHORT TERM BICYCLE PARKING

FRONT YARD SETBACK 15' - 0"

SIDE

SET

BAC K

6' - 0

"50

' - 0"

DN

01A4.01

02A4.01

4'-0"

4'-0"

F

F F F6

4 6" CMU WALL (HI:6'-0")

4

1

FIRE ALARM ANNUNCIATORPANEL

9' - 0" 5' - 10"

D D D

R7

R3R5

R4

R7

R3

R7 R7

R4

R6

R9

R7 R7

R9

R2R2

R2

R6

R5R3

R2

R2

R3

R7

R7

R3

R7

R2

PROVIDE WATER CURTAIN AT THIS OPENING



Renewal Date

LICEN

SE D

A R CH

ITECT

C−23320

AIS

I FC LAOEF

T AT RNO

12/31/2017

SEO

NGBAE

KIM

NO ISSUED DATE

Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:

Architect / Engineer Seal:

T: 1 213 739-9902F: 1 213 739-9906



01 1ST BLDG P/C 5/17/2017

FLOOR PLAN LEGEND

SHEET NOTES

W# WALLTYPE - SEE A6.01 ~ A6.03 FOR DETAILS

A WINDOW TYPE

11 DOOR TYPE

1 HOUR FIRE RATED WALL(PARTITION AT INTERIOR SEPARATION WALL)- REFER TO A6.01 & A6.02 FOR DETAILS

3 HOUR FIRE RATED WALL - SEE A6.01 & A6.02 FOR DETAILS

STAND PIPE (CLASS - I)

2 HOUR FIRE RATED BARRIER - SEE A6.01 & A6.02 FOR DETAILS

BUILDING DEPT. NOTES:

1. WALL TYPE NOT INDICATED IS W1.

2. FOR BATHROOM AND KITCHEN ACCESSIBILITY - SEE A1.02, A6.01 & A6.03.

3. FOR PLUMBING PIPES IN THE CORRIDOR-NOTCH BOTTOM OF JISTS,CHECK WITH STRUCTURE ENGR.

4. PLUMBER SHOULD CONFIRM THE LOCATION OF THE TOILET SEWER PENING FOR ADA CLEARANCE.

5. A FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE. PLANS FOR THE FIRE ALARMS SYSTEM MUST BE SUBMITTED TO THE FIRE DEPT. FOR APPROVAL PRIOR TO INSTALLATION. REQUIRED FOR: A. APARTMENT BUILDINS THREE OR MORE STORIES IN HEIGHT OR CONTAINING MORE THAN 15 UNITS.

6. PROVIDE A MINIMUM OF FOUR ELEVATION MONUMENTS ON THE APPROVED BUILDING PLANS AS MAIN REFERENCE POINTS FOR THE BUILDING. SUCH ELEVATIONS SHALL BE ESTABLISHED BEFORE APPROVAL OF EXCAVATION OF FOOTING IS GIVEN.

7. BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDOR (1004.3.4.3.2.3)

8. 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.

9. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM 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) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED.

10. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

11. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON-ABSORBENT SURFACE TO HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET. SECTION 1210.2.3 USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE AS STATED IN SECTION 2509.3

12. WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3, UPC)

13. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED). 2405.5

PORTABLE FIRE EXTINGUISHER.AS REQUIRED BY FIELD FIRE INSPECTOR

PARKING COUNT

NUMBER OF PARKING SPACES

STANDARD 10

COMPACT 4

ADA 1

TOTAL 15

EV CAPABLE 1

MISCELLANEOUS NOTES:

1 EQUIP RADIO ENHANCEMENT SYSTEM AT THE BASEMENT LEVEL FOR FIRE DEPT.

2. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, Chart No. 5


A2.01

BASEMENT & GROUNDFLOORPLAN

11/1

4/17

16046



BELLA VISTA

SCALE: 1/8" = 1'-0"

BASEMENT LEVEL 01

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN 02

UP

DN

UP

DN

UP UP

N

N

DN

UP

UP UP UPUP UP

DN

DN DN DN DNDN

5

C

B

D

32 4 6

A

135' - 0"

33' - 2" 27' - 4" 27' - 0" 31' - 6" 15' - 4" 0' - 8"

5' - 8

"11

' - 8"

26' -

0"5'

- 4"

A4.1104

A4.1204

01A4.31

3BEDROOMUNIT-201

3BEDROOMUNIT-202

3BEDROOMUINT-203

3BEDROOMUNIT-204

3BEDROOMUNIT-205 3BEDROOM

UNIT-206

R1R1R1R1R1

4

R1

R8 R8

A A A A

R8 R8

A A

R8

D D D

W1aW2a

W1a

W1a

W1a

W1a

R8

W1a

W1aW1a

W1a

W1a

W2a

8' - 6

"

8' - 0

"

8' - 7" 8' - 5" 10' - 2" 9' - 7"

21' - 1" 16' - 4" 12' - 7" 28' - 0" 10' - 7" 14' - 4" 16' - 9"

E

W1a

48' -

8"

CORRIDOR

STAIR #1201

STAIR #2202

5

6' - 0"6' - 0"

FF F

ELEV.SEE 04 / A4.31

SEE 01 / A5.03SEE 01 / A5.04 SEE 01 / A5.05 SEE 03 / A5.05

SEE 01 / A5.06SEE 01 / A5.05

6' - 0

"

6' - 0

"

8' - 0

"

8' - 11"

F

01A4.01

02A4.01

1

5' - 1"

R13

R13

R3

R13

R3

R13

R3

R13

R6R3

R12

R6

R3

R3

5

C

B

D

32 4 6

A

33' - 2" 27' - 4" 27' - 0" 31' - 6" 15' - 4" 0' - 8"

5' - 8

"11

' - 8"

26' -

0"5'

- 4"

A4.1105 A4.12

05

01A4.31

3BEDROOMUNIT-201

3BEDROOMUNIT-202

3BEDROOMUNIT-203

3BEDROOMUNIT-204 3BEDROOM

UNIT-205 3BEDROOMUNIT-206

W2a W1a W1a

W2a

W1a

W1a

W1a

W1aW1a

C C C C C C B

A

E

AAAAAAAAA

A

W2a

W2a

E

7' - 1

0"9'

- 2"

9' - 0

"11

' - 8"

E

A

B B

48' -

8"

135' - 0"

STAIR #1301

STAIR #2302

ELEV.SEE 05 / A4.31

SEE 03 / A5.03

SEE 03 / A5.04 SEE 03 / A5.04 SEE 03 / A5.04SEE 03 / A5.06

SEE 03 / A5.02

A5.0203

01A4.01

02A4.01

1

R7

R2

R2R6

R3

R12 R5

R2

R3

R7

R2

R7

R6

R3

R2

R2R6 R7

R2

R3

R7R2

R6

R2

R6

R3

R3

R7

R2

R2

R3

R6

R2 R3

R7

R7

R2

R3

R3

R6

R2

R7

R3

R6

R6

R2

R9

R6

R3

R6R2

R7 R9

Renewal Date

LICEN

SE D

A R CH

ITECT

C−23320

AIS

I FC LAOEF

T AT RNO

12/31/2017

SEO

NGBAE

KIM

NO ISSUED DATE

Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:


T: 1 213 739-9902F: 1 213 739-9906



01 1ST BLDG P/C 5/17/2017

FLOOR PLAN LEGEND

PARKING COUNT

NUMBER OF PARKING SPACES

STANDARD 10

COMPACT 4

ADA 1

TOTAL 15

EV CAPABLE 1

MISCELLANEOUS NOTES:

1 EQUIP RADIO ENHANCEMENT SYSTEM AT THE BASEMENT LEVEL FOR FIRE DEPT.

2. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21

A5, Chart No. 5


14. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

15. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SEC. 718 AT THE FOLLOWING LOCATIONS:A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2)B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2)C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3)D. 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 STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (718.2.4)E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS. (718.2.5)

16. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72". (907.2.9, 907.5.2.3.3, 907.5.2.3.4)

17. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SEC. 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FT-CANDLES OVER THE AREA OF THE RM AT A HT. OF 30 INCHES ABOVE THE FLOOR LEVEL.(1205.1 AND 1205.3)

18. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED

19. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX).

20. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.


22. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS. (1013.5-1013.6.3)

23. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (1010.1.9)

24. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR. (1010.1.9.2)

25. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9

26. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1FOOT-CANDLE AT THE WALKING SURFACE. (1008.1)

SHEET NOTES

BUILDING DEPT. NOTES CONTINUED:


A WINDOW TYPE

11 DOOR TYPE






A2.02

2ND FLOOR & 3RDFLOOR PLAN

11/1

4/17

16046



BELLA VISTA

SCALE: 1/8" = 1'-0"

2ND FLOOR PLAN 01

SCALE: 1/8" = 1'-0"

3RD FLOOR PLAN 02

UP

DN

UP

DN

UP

DN

UP

DN

N

N

5

C

B

D

32 4 6

A

33' - 2" 27' - 4" 27' - 0" 31' - 6" 15' - 4" 0' - 8"

5' - 8

"11

' - 8"

26' -

0"5'

- 4"

135' - 0"

ROOF DECK 638 sq.ft

SLOPE DN.

3% MIN.

A4.1106

A4.1206

01A4.31

4 4

E

4' - 9

"

4' - 9

"

10' -

0"

42" HEIGHT GUARD RAIL

6' - 4"

MECHANICAL ROOF TOP UNITS ON PLATFORM

32' -

2"

329.5'TOP OF SINGLE PLY. ROOFING

32' -

2"

SLOPE DN.

3% MIN.

SLOPE DN.3% MIN.

SLOPE DN.3% MIN.

SLOPE DN.

3% MIN.

SLOPE DN.

3% MIN.

MECHANICAL ROOF TOP UNITS ON PLAT FROM

48' -

8"

STAIR #1R01

STAIR #2R02

MAXIMUM 1/4" PER FT. IN ANY DIRECTION

ROOF DRAIN / OVERFLOW SCUPPER

ROOF DRAIN / OVER FLOW SCUPPER

LINE OF CANOPY ABOVE.

ELEV.SEE 06 / A4.31

SEE LANDSCAPE DWG. FOR MORE INFO.

01A4.01

02A4.01

DEX-O-TEX OVER BUILT-UP ROOFING

MECHNICAL SHAFTSEE MECH. DWG FOR MORE INFO.

1

40' - 4" 41' - 6"

16' -

11"

37' - 9"

10' -

0"

C

B

D

A

01A4.31

E

SLOPE DN.

2% MIN.

SLOPE DN.

2% MIN.

CANOPY ABOVE ELEVATOR DOOR.

8' - 2

"9'

- 3"

17' -

4"5'

- 8"

23' -

5"

SCUPPER DRAIN / OVERFLOW

01A4.01

1

18' - 0"

8' - 4"

5

C

B

D

4 6

A

E

31' - 6" 15' - 4" 0' - 8"

SLOPE DN.

2% MIN.

5' - 8

"7'

- 10"

16' - 8"15' - 5"

SCUPPER DRAIN / OVERFLOW

01A4.01

ROOF SPECIFICATIONS:

BUILT-UP ROOFS CLASS 'B'FOR USE OVER PLYWOOD OR OTHER NAILABLE DECKS.

ALL ROOF CONSTRUCTION AND COVERING SHALL BE APPLIED TO CHAPTER 15, CALIFORNIA BUILDING CODE.

SUMMARY OF MATERIALS PER 100 SQUARE FEET OF ROOF AREA:

1) SHEATHING PAPER (WOOD BOARD DECKS ONLY) 2) BASE SHEET (JOHN MA LE GLAS SE OR EQUAL) 28 LBS 1-LAYER3) PLY SHEET (JOHN MANVILLE GLASPLY IV OR EQUAL) 11 LBS 2-LAYER4) CAP SHEET MINERAL SURFACED GLASS FIBER FELT (JOHN MANVILLE GLASKAP OR EQUAL) 72 LBS 1-LAYER

APPLY 25 LBS ASPHASLT MOPPING BETWEEN EACH LAYER.

ASPHALT FOR USE AS HOT CEMENT AND MOPPING COAT FOR BUILT-UP ROOF COVERING SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARD. (UL LABEL)

(ESR-1463)

Renewal Date

LICEN

SE D

A R CH

ITECT

C−23320

AIS

I FC LAOEF

T AT RNO

12/31/2017

SEO

NGBAE

KIM

NO ISSUED DATE

Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:


T: 1 213 739-9902F: 1 213 739-9906



01 1ST BLDG P/C 5/17/2017

FLOOR PLAN LEGEND

SHEET NOTES


27. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES'S ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS (1008.3):A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS;B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS;C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAY IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

28. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINS. AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SEC. 2702.

29. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (1008.3)

30. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403.

31. 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 HOOKUP. 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.

BUILDING DEPT. NOTES CONTINUED:


A WINDOW TYPE

11 DOOR TYPE






A2.03ROOF PLAN

11/1

4/17

16046



BELLA VISTA

SCALE: 1/8" = 1'-0"

ROOF PLAN 01

SCALE: 1/8" = 1'-0"

HIGH ROOF PLAN 02

DN DN

N

N

LID NOTES:

1. ALL ROOF RUNOFF TO DRAIN TO PROPOSED BMP SEE CIVIL PLAN

GROUND FL.LEVEL

299' - 6"

2ND FLOOR LEVEL309' - 6"

3RD FLOOR LEVEL319' - 6"

ROOF LEVEL329' - 6"

C BD A

TOP OF PARAPET340' - 6"

LOWEST POINT OFN.G.

298' - 0"

6' HT CMU FENCE WALL


2

1

16

11' -

0"10

' - 0"

10' -

0"10

' - 0"

1' - 6

"

E

1

15

3' - 6

"

PLPLSIDE YARD SETBACK

6' - 0"

5' - 0

"42

' - 6"

T.O.P.

TOP OFPARAPET-1

345' - 6"

6

6

STORM PLANTER

GROUND FL.LEVEL

299' - 6"



ROOF LEVEL329' - 6"

CB DA


LOWEST POINT OFN.G.

298' - 0"


1

1516

4

1

2

6

10 3 2 8

11' -

0"10

' - 0"

10' -

0"10

' - 0"

1' - 6

"

E

3' - 6

"

PL PL

SIDE YARD SETBACK6' - 0"

SIDE YARD SETBACK6' - 0"

42' -

6"

6

T.O.P.

TOP OFPARAPET-1

345' - 6"

Renewal Date

LICEN

SE D

A R CH

ITECT

C−23320

AIS

I FC LAOEF

T AT RNO

12/31/2017

SEO

NGBAE

KIM

NO ISSUED DATE

Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:


T: 1 213 739-9902F: 1 213 739-9906




1. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS.

2. PROVIDE ANTI-ETCH FILM ON ALL GROUND FLOOR GLAZING.

3. STUCCO REVEAL/JOINTS.A. JOINT SPACING SHOULD NOT BE GREATER THAN 18 FEET.B. NO PANEL SHOULD EXCEED 144 SQ.FT. ON VERTICAL APPLICATIONS.C. NO PANEL SHOULD EXCEED 100 SQ.FT. OVER CURVED OR ANGULAR SECTIONS.D. NO LENGTH-TO-WIDTH RATIO SHOULD EXCEED 2 1/2 TO 1 IN ANY GIVEN PANEL.

4. REFERENCED ELEVATION GROUND FLOOR IS EQUIVALENT TO LEVEL 299.50 FROM BENCH MARK.

STOREFRONT CLEAR ANODIZED ALUMINUM FRAME DOOR ASSCHEDULED. "ARCADIA" OR EQ. SEE NOTE #2.

DECORATIVE CORNICE W/ 3" METAL FLASHING

EXHAUST VENT OUTLET

METAL COPING AT PARAPET. SEE A 6.13 DWG #17

5"X7" MIN. P.V.C. DOWN SPOUT CONNECTED PLANTERREFER TO CIVIL DWG FOR DETAILS

1" GALVINIZED METAL REVEAL AS COLOR & MATERIAL DIVIDERREFER TO A 6.14 DWG. # 8 & 9

1

2

3

4

5

6

8

9

10

11

12

14

13

7

PORTLAND CEMENT PLASTER SMOOTH FINISH. SEE NOTE #3.

SURFACE MOUNTED METAL BALCONY RAILINGREFER TO A 6.14 DWG. # 13 & 18

PLANTER BOX

FIRE DEPARTMENT ADDRESS SIGNAGE

WROUGHT IRON GARAGE GATE

METAL EXPANSION JOINT. SEE NOTE #3 ABOVEREFER TO A 6.14 DWG. # 7

SECURITY GRILLE AND GATE

CEMENT PLASTER FINISH BALCONY GUARD

ELEVATION NOTES

ELEVATION KEY NOTES

15 EXTERIOR WOOD COMPOSITE PANEL

16 EXTERIOR DARK GRAY METAL STRIP PANEL

17 GLASS GUARD RAIL DETAIL COMPLIANCE

LID NOTES :

1. ALL DOWNSPOUTS TO DRAIN TO PROPOSED BMP. SEE CIVIL PLAN

1ST BLDG P/C 5/17/201701

A3.01BUILDING ELEVATIONS-1

11/1

4/17

16046



BELLA VISTA

SCALE: 1/8" = 1'-0"

EAST BUILDING ELEVATION 02

SCALE: 1/8" = 1'-0"

WEST BUILDING ELEVATION 01

GROUND FL.LEVEL

299' - 6"



ROOF LEVEL329' - 6"

5 3 246


LOWEST POINT OFN.G.

298' - 0"

6' HT. CMU FENCE WALL

6' HT. CMU FENCE WALL

16 14

16

141

10' -

0"10

' - 0"

10' -

0"16

' - 0"

3' - 6

"

PL PLFRONT YARD SETBACK

15' - 0"

42' -

6"5'

- 0"

1' - 6

"

66

6

1

T.O.P.

TOP OFPARAPET-1

345' - 6"

GROUND FL.LEVEL

299' - 6"



ROOF LEVEL329' - 6"

BASEMENT LEVEL289' - 0"

532 4 6


LOWEST POINT OFN.G.

298' - 0"


16

14 161

1

11' -

0"10

' - 0"

10' -

0"10

' - 0"

PLFRONT YARD SETBACK

15' - 0" PL

5' - 0

"42

' - 6"

1' - 6

"

6

LINE OF BASEMENT BELOW

FIRE-DERT. LANDING

1

T.O.P.

TOP OFPARAPET-1

345' - 6"

6

6

8'-2"

MIN

.

Renewal Date

LICEN

SE D

A R CH

ITECT

C−23320

AIS

I FC LAOEF

T AT RNO

12/31/2017

SEO

NGBAE

KIM

NO ISSUED DATE

Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:


T: 1 213 739-9902F: 1 213 739-9906




1. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS.

2. PROVIDE ANTI-ETCH FILM ON ALL GROUND FLOOR GLAZING.

3. STUCCO REVEAL/JOINTS.A. JOINT SPACING SHOULD NOT BE GREATER THAN 18 FEET.B. NO PANEL SHOULD EXCEED 144 SQ.FT. ON VERTICAL APPLICATIONS.C. NO PANEL SHOULD EXCEED 100 SQ.FT. OVER CURVED OR ANGULAR SECTIONS.D. NO LENGTH-TO-WIDTH RATIO SHOULD EXCEED 2 1/2 TO 1 IN ANY GIVEN PANEL.

4. REFERENCED ELEVATION GROUND FLOOR IS EQUIVALENT TO LEVEL 299.50 FROM BENCH MARK.

STOREFRONT CLEAR ANODIZED ALUMINUM FRAME DOOR ASSCHEDULED. "ARCADIA" OR EQ. SEE NOTE #2.

DECORATIVE CORNICE W/ 3" METAL FLASHING

EXHAUST VENT OUTLET

METAL COPING AT PARAPET. SEE A 6.13 DWG #17

5"X7" MIN. P.V.C. DOWN SPOUT CONNECTED PLANTERREFER TO CIVIL DWG FOR DETAILS

1" GALVINIZED METAL REVEAL AS COLOR & MATERIAL DIVIDERREFER TO A 6.14 DWG. # 8 & 9

1

2

3

4

5

6

8

9

10

11

12

14

13

7

PORTLAND CEMENT PLASTER SMOOTH FINISH. SEE NOTE #3.

SURFACE MOUNTED METAL BALCONY RAILINGREFER TO A 6.14 DWG. # 13 & 18

PLANTER BOX

FIRE DEPARTMENT ADDRESS SIGNAGE

WROUGHT IRON GARAGE GATE

METAL EXPANSION JOINT. SEE NOTE #3 ABOVEREFER TO A 6.14 DWG. # 7

SECURITY GRILLE AND GATE

CEMENT PLASTER FINISH BALCONY GUARD

ELEVATION NOTES

ELEVATION KEY NOTES

15 EXTERIOR WOOD COMPOSITE PANEL

16 EXTERIOR DARK GRAY METAL STRIP PANEL

17 GLASS GUARD RAIL DETAIL COMPLIANCE

LID NOTES :

1. ALL DOWNSPOUTS TO DRAIN TO PROPOSED BMP. SEE CIVIL PLAN

1ST BLDG P/C 5/17/201701

A3.02BUILDING ELEVATIONS-2

02/1

4/17

16046



BELLA VISTA

SCALE: 1/8" = 1'-0"

NORTH BUILDING ELEVATION 02

SCALE: 1/8" = 1'-0"

SOUTH BUILDING ELEVATION 01

1A4.21

new 9-unit apartment building...column concrete continuous corridor ceramic tile demolition detail...

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