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CC_11152022_Exhibit_2_9a

Glendale City Council
November 15, 2022

Document
CC_11152022_Exhibit_2_9a
Meeting
November 15, 2022
Body
Glendale City Council
Original file
97.0 MB
Text extracted from the city's file for reading and search. Open the original on glendaleca.primegov.com. That file is the official record.

PROJECT DIRECTORY

PROJECT INFORMATION
TITLE 24 ENVELOPE:

STRUCTURAL:

LR/ ARCHITECTURE217 W ALAMEDA, SUITE 203BURBANK, CA 91502(818) 840-8361(818) 840-8341 FAXARCHITECT:OWNER:

ADDRESS:3035 EDGEWICK RD.GLENDALE,CA 91206
-LEGAL DESCRIPTION:

OCCUPANCY:-STORIES:

APPLICABLE CODES:2016 CALIFORNIA BUILDING CODE
EXISTING ZONE:
(N) BLDG SQUARE AREA:

FIRE ZONE:

PLANNING NO.
3,260 SQ. FT.
2 STORIES, BELOW GRADE GARAGE
SETBACKS:

BUILDING USAGE:RESIDENTIAL
APN:

A-1.0A-2.1
COVER SHEET23
86457

ARCHITECTURAL
910

EDGEWICK RESIDENCE
SITE PLANA-2.0GARAGE LEVEL FLOOR PLAN

VICINITY MAP
TRACT:NO 9041 LOT 21BLOCK:LOT:LOT 21
2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA RESIDENTIAL CODE2016 GREEN BUILDING STANDARDS 1 11
FIRST FLOOR AND SPLIT LEVEL PLANA-2.2
12 SECOND FLOOR PLANA-3.0
13 ROOF PLAN
14A-4.2

GENERAL NOTES

ABBREVIATIONS

SYMBOLS

PROJECT SCOPE
A-5.0BUILDING SECTION
3035 EDGEWICK RD.GLENDALE,CA 91206
GOVERNING AGENCY:GLENDALE BUILDING AND SAFETY633 E. BROADWAY #101GLENDALE, CA 91206818-548-3200 EXTERIOR ELEVATIONA-4.1A-4.3
CONSTRUCTION TYPE:TYPE VAREA ANALYSIS:

FRONT 15'-0"MIN..SIDE (E) 10'-0" MIN.REAR 10'-0"MIN.SIDE (W) 10'-0"MIN. (E) LOT SIZE:8,581 SQ. FT.LOT COVERAGE:37.9 %
R-1R

17. 19.20.

18. 14.

16.15. 13.

11.12. 9.10.

24.25.23. 22.

21. 26.

27. 28.29.30.

8. 6.7.

3. 5.4.

2.1.THE CONTRACTOR SHALL EXAMINE THE CONDITION OF THEPROJECT AREA AND PRIOR TO COMMENCEMENT OF WORK.REPORT ALL DISCREPANCIES TO THE ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALLPERMITS, LICENSE, AND PAY ALL REQUIRED FEES.DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIORMASONRY, CONCRETE COLUMN OR GRID LINES AND FACES OFGYPSUM BOARD, UNLESS OTHERWISE NOTED OR DETAILED.CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH CEILINGCONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORMANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING ANDTHE LIKE NECESSARY TO COMPLETE THE WORK AND TORESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTINGFROM THE WORK OF THIS CONTRACT TO THEIR ORIGINALCONDITION AND TO THE SATISFACTION OF THE ARCHITECT ANDTHE OWNER.PROVIDE BLOCKING BEHIND ALL FIXTURES, CLOSET SHELVES,POLES ETC., WHERE INDICATED OR REQUIRED.EXTEND SOFFIT FRAMING TO STRUCTURE ABOVE, DIAGONALLYBRACE AS REQUIRED.PROVIDE METAL BULLNOSE CORNER BEAD AT ALL OUTSIDECORNERS OF PLASTERED OR DRYWALLED SURFACES; UNLESSOTHERWISE NOTED.ALL FOOTINGS SHALL BE FOUNDED IN UNDISTURBED NATURALSOIL PER CODE.ALL EXTERIOR WALL OPENINGS, WINDOWS, DOORS, VENTSFLASHING, COPING AND EXPANSION JOINTS SHALL BEWEATHERPROOF.IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLECONDITIONS, THE SERVICES OF A SOILS ENGINEER AND/ORGEOLOGIST MAY BE REQUIRED.PROVIDE STIFFENERS, BRACING, BACK UP PLATE, ETC., ASREQUIRED AT STUD WALLS FOR SUPPORT OF TOILET ROOMFIXTURES OR OTHER EQUIPMENT.PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE APPLICANTSHALL HAVE EVIDENCE OF CURRENT WORKMAN'SCOMPENSATION INSURANCE COVERAGE ON FILE WITH THEDEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE.NO TRENCHES EXCAVATIONS OR MORE DEPTH INTO WHICH APERSON IS REQUIRED TO DESCEND OR OBTAIN NECESSARYPERMISSION FROM THE STATE OF CALIFORNIA, DIVISION OFINDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING ORGRADING PERMIT.ALL DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2"BELOW THE THRESHOLD.PROVIDE 70" HIGH NON-ABSORVENT WALL ADJACENT TO SHOWERAND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWERENCLOSURE.FIRE CLASS A ROOF IS REQUIRED.WHERE FACTORY FINISHED ON FACTORY PRIMED ITEMS OCCURSUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES,ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENTSURFACE AND OR AS DIRECTED BY THE ARCHITECT.ALL MATERIALS AND FINISHES INDICATED ON PLANS SHALL BENEW AND UNUSED.CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHERSUB CONTRACTORS, DISCREPANCIES, IF ANY, SHOULD BEBROUGHT TO THE ATTENTION OD THE ARCHITECT FORRESOLUTION BEFORE PROCEEDING WITH THE WORK.SHOULD THE DRAWING DISCREPANCIES IN THEMSELVES OR WITHTHE SPECIFICATIONS OR SHOULD THE SPECIFICATIONSDISAGREE IN THEMSELVES, THE BETTER QUALITY AND/ORGREATER QUANTITY OF WORK AND/OR MATERIAL SHALL BEESTIMATED UPON, AND UNLESS OTHERWISE ORDERED INWRITING, SHALL BE FURNISHED AND INSTALLED.IF ANY ERROR OR OMISSIONS OCCUR IN THE CONTRACTDOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCHITECT INWRITING OF SUCH ERROR OR OMISSION. IF CONTRACTOR FAILSTO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FORRESULTS OF SUCH ERRORS AND OMISSIONS AND FOR THE COSTOF RECTIFYING SAME.KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TOUNDERSIDE OF FLOOR ROOF FRAMING AS POSSIBLE.DO NOT SCALE DRAWINGS.CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS ASREQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS,PLUMBING AND ELECTRICAL WORK. COORDINATE WITHARCHITECT.ALL MILL WORK, ARCHITECTURAL WOODWORK, WOOD DOORS,MODULAR AND CUSTOM CASEWORK SHALL BE MANUFACTURED INACCORDANCE WITH THE STANDARD ESTABLISHED IN THE LATESTEDITION OF THE MANUAL OF MILLWORK OF THE WOODWORKINSTITUTE OF CALIFORNIA IN THE GRADE OR GRADES SPECIFIEDTHEREIN OR AS SHOWN ON THE DRAWINGS.THE CONSTRUCTION SHALL NOT RESTICT A FIVE FOOT 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 TEN FEET OF ANYPOWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ONTHE PROPERTY. FAILURE TO COMPLY MAY CAUSECONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.FOOTINGS SHALL BE SET BACK FROM THE DESCENDING SLOPESURFACE EXCEEDING 3 HORIZONTAL TO 1 VERTICAL AS PERSECTION 91.1806.5.3.ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALLBE CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVEDLOCATION AT A 2% MINIMUM.PROVIDE RESIDENTIAL FIRE SPRINKLER SYSTEM. SPRINKLERCONTRACTOR TO PROVIDE SPRINKLER SHOP DRAWINGS ANDPERMIT. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVALPRIOR TO FABRICATION AND INSTALLATION.

WATER HEATERWATER HEATER, GASAMERICAN APPLIANCEMODEL #GFK454TCAPACITY: 50.00 GALS.

DESIGN BUILDH.V.A.C.SOFFITLOCATION
SHADING DEVICES typ.TYPE: DOUBLE GLASSFRAME: METALINTERIOR: DRAPERY-STANDARDEXTERIOR: BUG SCREEN INSULATION typ.SLAB + VA SHEETTHERMAL MASSTILE.SPLIT SYSTEMFORCED AIR FURNACESFOR 72,000 CU. FT.PROPOSED DESIGN 5.96REMOTE CONDENSERS(CONDITIONED COOLING)PROPOSED DESIGN 5.73SEE TITLE 24 CALCULATIONS INSULATION typ.CEILING: R-30WALLS: R-13FLOOR: R-19(U VALUE: 0.87) PLUMBING NOTES:1. WALL COVERINGS SHALL BE GYPSUM GREEN BOARD, TILE ORAPPROVED EQUAL TO 70 INCHES ABOVE THE DRAIN INLET ATSHOWERS OR TUB WITH SHOWER, MATERIALS OTHER THANSTRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT.2. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELEDCATEGORY II; SWING DOOR OUTWARD; NET AREA OF SHOWERRECEPTOR SHALL BE NOT LESS THAN 1024 SQ. INCHES OF FLOORAREA 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. PERFLUSH)WATER HEATER NOTES:1. PROVIDE 18 INCH HIGH PLATFORM.2. INSTALL 3/4"x24 GAUGE PERFORMACE STEEL PLUMBERS TAPE TOPAND BOTTOM OF WATER HEATER.3. PROVIDE 30" SQ. EACH VENT, TOP AND BOTTOM OF WATERHEATER 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 AIRCIRCULATION.3. ALL GLASS WITHIN 18" OF FLOOR SURFACE SHALL BE APPROVEDFOR IMPACT HAZARD.

MECHANICAL NOTES
SECURITY REQUIREMENTS1. EXTERIOR DOORS, DOORS BETWEEN HOUSE AND GARAGE,WINDOWS AND THEIR HARDWARE SHALL CONFORM TO THESECURITY PROVISIONS OF CHAPTER 67 OF THE COUNTY OF LOSANGELES BUILDING CODE:A. SINGLE SWINGING DOORS, ACTIVE LEAF OR A PAIR OFDOORS, AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BEEQUIPPED WITH A LATCH AND A DEADBOLT KEY OPERATEDFROM THE OUTSIDE. DEADBOLTS SHALL HAVE AHARDENED INSERT WITH MINIMUM 1-IN. THROW AND5/8-IN. EMBEDMENT INTO THE JAMB. IF A LATCH HAS AKEY-LOCKING FEATURE, IT SHALL BE A DEAD LATCH TYPE.(6709.2) B. INACTIVE LEAF OF A PAIR OF DOORS OR UPPER LEAF OFDUTCH DOORS SHALL HAVE A DEADBOLT AS PER THEPARAGRAPH “A” NOT A KEY OPERATED, OR HARDENEDDEADBOLT AT TOP AND BOTTOM WITH 1/2-IN.EMBEDMENT. (6709.3)C. SWINGING WOOD DOOR(S) SHALL BE SOLID CORE NOT LESSTHAN 1-3/8-IN. THICK. (6709.1.1)D. PANELS OF WOOD DOORS SHALL BE 1-3/8-IN. THICK ANDNOT MORE THAN 300 SQ. INCHES. STILES AND RAILS TOBE 1-3/8-IN. THICK AND 3-IN. MINIMUM WIDTH.(6709.1.2)E. DOOR HINGE PINS ACCESSIBLE FROM THE OUTSIDE SHALLBE NON-REMOVABLE. (6709.5)F. DOORSTOPS OF WOOD JAMBS OF IN-SWINGING DOORSSHALL BE ONE-PIECE CONSTRUCTION OR JOINED BY ARABBET. (6709.4)G. GLAZING WITHIN 40-IN. OF THE LOCKING DEVICE OF THEDOOR SHALL BE FULLY TEMPERED/APPROVED. (6714)H. OVERHEAD AND SLIDING GARAGE DOORS SHALL BESECURED WITH A CYLINDER LOCK, A PADLOCK WITH AHARDENED STEEL SHACKLE, OR EQUIVALENT WHEN NOTOTHERWISE LOCKED BY ELECTRIC POWER OPERATION.JAMB LOCKS SHALL BE ON BOTH JAMBS FOR DOORSEXCEEDING 9-FT.IN WIDTH. (6711)I. SLIDING GLASS DOORS AND SLIDING GLASS WINDOWS SHALLBE CAPABLE OF WITHSTANDING THE TESTS SET FORTH INSECTION 6706 AND 6707 AND SHALL BEAR FORCEDENTRY-RESISTANT LABELS. (6710, 6715)CONSTRUCTION REQUIREMENTS1. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALLNOT EXCEED 25% / 40% RESPECTIVELY. BORED HOLES INBEARING/NONBEARING WALLS SHALL NOT EXCEED 40% / 60%RESPECTIVELY. (2308.9.10, 2308.9.11)2. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUDWALLS, PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILINGAND FLOOR LEVEL, AND AT 10-FT. INTERVALS BOTH VERTICAL ANDHORIZONTAL. (717.2)3. DUCTS INSTALLED UNDER A FLOOR IN A CRAWL SPACE SHALL NOTPREVENT ACCESS TO AN AREA OF CRAWL SPACE. WHERE IT ISREQUIRED TO MOVE UNDER DUCTS FOR ACCESS TO AREAS OF THECRAWL SPACE, A VERTICAL CLEARANCE OF 18" MIN. SHALL BEPROVIDED.4. WHERE FLASHING IS METAL, THE METAL SHALL BE CORROSIONRESISTANT WITH A THICKNESS OF NOT LESS THAN .019 INCH (NO. 26GALVANIZED SHEET)5. NOTE ON THE PLANS: “ROOF DIAPHRAGM NAILING TO BEINSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOODSHALL BE PERPENDICULAR TO SUPPORTS.”6. SUBFLOORS SHALL HAVE END-MATCHED LUMBER, HAVE BLOCKEDPANEL EDGES, OR OCCUR OVER SUPPORT. FLOOR SHEATHING SHALLCOMPLY WITH SECTION R503

SITE LOCATION
GLAZING REQUIREMENTSTHE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUSLOCATIONS 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 DOORWHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSEDPOSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THEGLAZING 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 9S.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 THEGLAZINGF. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOMEXPOSED EDGE IS LESS THAN 36 INCHES ABOVE THE PLANE OF THEADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEENFLIGHTS OF STAIRS, AND RAMPS, UNLESS THE GLAZING IS MORETHAN 36 INCHES MEASURED HORIZONTALLY FROM THE WALKINGSURFACE, OR A RAIL IS DESIGNED PER SECTION R308.4.6.

RAYMOND SOHRABIAN3035 EDGEWICK RDGLENDALE,CA 91206TEL: (-) [email protected] A-4.0
A-0.0COVERSHEET
-
WITH 2014 LOS ANGELES COUNTYAMENDMENTS & 2016 CALIFORNIAENERGY CODE- A-5.1
-IDENTIFIER DOOR

SYMBOLREVISION

DETAILEDAREA

SECTION DETAILLOCATORSHEETPLAN DETAILSCALEDRAWINGNUMBERIDENTIFIER -- -- -- DRAWINGNAMEFLOOR PLANSCALE: 1/8" = 1'-0"1-IDENTIFIER KEYNOTE

WINDOWINTERIOR
--ELEVATIONS
AD BC

DIMENSIONSARE TO FACE OFFINISH UNLESSOTHERWISE NOTED-IDENTIFIER WALL TYPE

SECTIONNUMBERDETAIL

ELEVATION-- --LOCATORSHEET

ELEVATIONLOCATION

OTHERWISE
REF.RPT.PR.PLYWD.PLAS.P.LAM.PL.OPP.OPNG.NO. OR #O.C.N.T.S.NOM.N.I.C.

CNTR.COUNTERDRINKING FOUNTAINDIMENSIONDIAMETERDEPARTMENTDOUBLECENTERDIA.DIM.DET.DEPT.D.F.DBL.CTR.DETAIL CONTINUOUSCONSTRUCTIONCONCRETECOLUMNCEILINGCERAMICCONSTR.CONT.CONC.COL.CLG.CLR.CER.CLEAR PLYWOODPLASTERPLASTIC LAMINATEPOINTREFERENCERADIUSPAIRPLATEOPPOSITEON CENTERNOT TO SCALENOMINALNOT IN CONTRACTOPENINGNUMBER INSUL.INT.

MUL.MTD.M.O.MISC.MIR.MIN.MET.MECH.MAX.LT.LAV.LAM.

JT.

ARCH.ARCHITECTURALBUILDINGCEMENTBOTTOMBLOCKINGCEM.BOT.BLKG.BLK.BLOCKBLDG.BD.BOARD N POUND OR NUMBERDIAMETER OR ROUNDAPPROXIMATEADJUSTABLEACOUSTICALEXISTINGCENTERLINE#ACOUS.ADJ.APPROX.(E)@COL&LATANGLEAND MAXIMUM

MOUNTEDMASONRY OPENINGMISCELLANEOUSMECHANICAL

MULLIONNORTHMIRRORMETALMINIMUM

INSULATIONINTERIOR

LAVATORYLAMINATE
JOINT
LIGHT

UNLESS NOTED
HEIGHTHORIZONTALHOLLOW METALHGT.HR.HORIZ.H.M.HOURGENERAL CONTRACTORGLASSGYPSUMGROUND FOOT OR FEETGALVANIZEDGAUGEFURRINGFUTUREGL.GYP.G.C.GND.GALV.GA.FT.FUT.FURR.

WOOD

UNFINISHEDTYPICAL

WESTWITH
TELEPHONETHICKU.N.O.WD.W/W.UNF.TYP.THK.TEL.FLOORFLUORESCENTFLASHINGFIRE EXTINGUISHERFIRE ALARMFINISHFLOOR DRAINEXTERIOREXPANSIONEXISTING (E) FIN.FL.FLOUR.FLASHF.E.F.D.EXP.F.A.EXT.EXIST.EQUALENCLOSUREEMERGENCYELECTRICAL

DRAWING
EMER.EQ.ENCL.ELEC.EA.E.

DWG.

EACHEAST

SYMMETRICALSUSPENDEDSTRUCTURALSTORAGESTANDARD

TREADSTEELSTAINLESS STEELSQUARESPECIFICATIONSIMILAR
TRD.SYM.SUSP.STRUCT.STOR.STL.STD.ST. STL.SPEC.SIM.SQ.SECTIONSCHEDULESOUTH

RESILIENTREQUIREDREINFORCEDROOM
SECT.SCHED.S.

RESIL.REQ.REINF.RM.

VERIFY IN FIELDV.I.F

PROJECT INDEX
BLK3

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206

EXTERIOR ELEVATIONEXTERIOR ELEVATIONEXTERIOR ELEVATIONBUILDING SECTION A-0.0

PROJECT DATA
A NEW SINGLE FAMILY RESIDENCE ON A HILLSIDE SITEA-1.1PLOT PLAN ENERGY LOGICS ENGINEERS665 FAIRMONT AVE. #11GLENDALE, CA 91203CONTACT: ARMAND HENRY ESTRADATEL: (213) 820-3683CIVIL:MESSIHA ENGINEERINGSERVICES, INC.9854 NATIONAL BLVD., SUITE 474LOS ANGELES, CA 90034TEL: (310)-717-3020HANY MESSIHA, PE, MSCE MESSIHA ENGINEERINGSERVICES, INC.9854 NATIONAL BLVD., SUITE 474LOS ANGELES, CA 90034TEL: (310)-717-3020HANY MESSIHA, PE, MSCE PROJECT DATA:SITE AREA:8,581 SQ.FT.AREAS:ENTRY AREA AT GARAGE:123 SQ. FT.FIRST FLOOR: 1,730 SQ. FT.SECOND FLOOR: 1,407 SQ. FT.AREA FOR FAR CALC:3,260 SQ. FT.FAR = .4(40% OF SITE AREA)3,432 SQ. FT. ALLOWABLEPROJECT FAR:37.9%OTHER SITE AREA: ADU:500 SQ. FT.GARAGE:432 SQ. FT.COVERAGE:3,432 SQ.FT. ALLOWABLEACTUAL COVERAGE:31.2% (2,683 SQ. FT. INCLUDESADU)LANDSCAPE AREA:3,937 SQ.FT. (45.8 %)PROPERTY SLOPE: 32.5%UNDISTURBED AREA:3,430 SQ. FT. (40%)SLOPE AT HOUSE POLYGON:29.3%CUT: 1,150 C.Y.FILL: 25 C.Y.EXPORT:835 C.Y.

A-2.3ADU PLAN AND ELEVATIONS

W A L L F I N I S H F R O M I N S I D E C O R N E R T O A D U T O B E A N G E L U S B
L
O
C
K

D
E
C
O
R
A
T
I
V
E

C
M
U

“
G
O
L
D
E
N
R
O
D

-

B
U
R
N
I
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E
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6 x
8 x
1 6
1 5 / 1 7 / 2 1 C M U s p e c r e v i s i o n

18.523.00 PLNG A-1.1 Site Plan Undisturbed.dwg
A-1.1SITE PLANUNDISTURBED TERRAIN

KEYNOTES
SITE AREA: 8,581 S.F. 100%HOUSE AND ADU COVERAGE : 2,703 S.F. 31%HARDSCAPE,STEPS,PLANTERS: 2,440 S.F. 28%UNDISTURBED: 3,438 S.F. 40% SITE PLANSCALE: 1/8" = 1'-0"1
PLANTER1

LEGEND SITE PLAN NOTES

ADJACENT PROPERTY

ADJACENT PROPERTY

EDGEWICK ROAD
PROPOSED2-STORYRESIDENCE
ENTRY79.65 PROPERTY LINE
117.28 PROPERTY LINE
58 PROPERTY LINE
135.15 PROPERTY LINE
15'-0"SETBACK
10'-0"SETBACK
10'-0"SETABCK

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206

ADUDNUP
UPUP
±0'-0" F.G.
±18'-0" F.F.
±37'-0"
±40'-3" @ ROOF
14'-1"
INTERIOR WALL(N) 2x STUD WALL @ 16" O.C. W/ 5/8" GYP. BD. - SEESTRUCTURAL

PROPERTY LINECMU WALL
2% SLOPE SITE DRAINAGE DIRECTION SLOPEBUILDING GRID IDENTIFICATION WORKPOINT 6'-7"
±2'-6"
UP UP
UP
UP
±40"
±88"±106"
2'-4"
4'-0"
3'-6"3'-6"
TOP OF PARAPET40'-6"

UNDISTURBED TERRAIN
6'-0"
24'-0"
10'-0"5'-0"
17'-11"
5'-8"
11 11 1
3,438 SQ.FT.
2 / 2 2 / 2 1 D r i v e w a y w i d t h / s t a i r s

T R A S H B I N A R E A
+ 2 ’ - 8 ” = 1 0 3 6 . 6 6
+ 2 ’ - 8 ”
2 1
’
-
6 ”
4 ’
-
6 ”

LEGENDS
1SHADED AREA DENOTES AREA OF MID-LEVEL FLOOR @26'-0" A.F.FGAS FIRE PLACEDOUBLE-HEIGHT SPACEEXTERIOR STAIRSOUTDOOR DECKPROPERTY LINECANOPY ABOVE 2345

18.523.00 PLNG A-2.1 FIRST LEVEL FLOOR PLAN.dwg
A-2.1FIRST FLOORPLAN GENERAL NOTES
A- THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND 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 TEN FEET OF ANYPOWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ONTHE PROPERTY. FAILURE TO COMPLY MAY CAUSECONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.B- AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BEINSTALLED ON THE FUEL GAS LINE THE DOWNSTREAM SIDE OFTHE UTILITY METER AND BE RIGIDLY CONNECTED TO THEEXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THEFUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATEPLUMBING PERMIT IS REQUIRED).C- PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO ASANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSALSYSTEM (R306.3).D- KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS,LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BEPROVIDED WITH HOT AND COLD WATER AND CONNECTED TO ANAPPROVED WATER SUPPLY (R306.4).

GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDEDWITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITHSECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BEREQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITFOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2).N- EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BEPROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIORGLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 ORSHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATETO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDELSOVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHESABOVE THE FLOOR LEVEL. (R303.1).O- A COPY OF THE EVALUATION REPORT AND/OR CONDITIONSOF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

E- BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBSWITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BEFINISHED WITH A NONABSORBENT SURFACE. SUCH WALLSURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FEET ABOVE THE FLOOR (R307.2).F- PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEWCONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUSTBE ADAPTED FOR LOW WATER CONSUMPTION.H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)K- AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BELISTED IN ACCORDANCE WITH UL 325. (R309.4)L- SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLINGUNITS INTENDED, FOR HUMAN OCCUPANCY, UPON THE OWNER'SAPPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, ORADIITIONS, EXCEEDING ONE THOUSAND DOLLARS (1,000).(R314.6.2).M- WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRSOR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000),EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED 1- HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUMROOM TEMPERATURE OF 68 F AT A POINT 3 FET ABOVE THEFLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLEROOMS AT THE DESIGN TEMPERATURE. (R303.9)2- PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROMDECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PERSECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD ORWOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITHAWPA U1 FOR THE SPECIES, PRODUCTS, PRESERVATIVE ANDEND USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OFAWPA U1.

FIRST FLOOR PLANSCALE: 1/4" = 1'-0"1

KEYNOTES

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206
ELEVATOR40 SQ.FT.000
LIVING ROOM397 SQ.FT.101
OFFICE150 SQ.FT.103
KITCHEN260 SQ.FT.102
41'-11"
24'-9" 7'-7" 7'-7"
16'-0"50'-5"
BATHROOM 1LAUNDRY
PANTRY
48'-6"28'-2" 7'-11"12'-5"101A
101I
101H
101G
101F101E101D

STORAGE/GUEST CLOSET
± 18'-0" F.F.
± 26'-0" A.F.F.

UP
135 SQ. FT.
237 SQ. FT.
1A-5.0
1A-5.1
8'-8"
101B
14'-10"5'-1"4'-0"
9'-11"
12'-1"
6'-11"

DINING AREA
ENTRY105
104
103102101
108
107
106
UP
± 18'-0" F.F.
1A-4.1
1A-4.0
1A-4.3
1A-4.2
1 2
3± 18'-0" F.F.
4 4
5 5

WALL LIGHTS

INTERIOR WALL

DOOR TAGWINDOW TAG
(N) 2x STUD WALL @ 16" O.C. W/ 5/8" GYP. BD. - SEESTRUCTURAL

PROPERTY LINECMU WALL
2% SLOPE SITE DRAINAGE DIRECTION SLOPEBUILDING GRID IDENTIFICATION WORKPOINT 8'-7"
6 6
25'-9"
101C
4'-0"CLEAR4'-11"
4'-0"
7 7
7 8'-7"33'-2"
48'-6"
109

LEGENDS

18.523.00 PLNG A-2.2 SECOND FLOOR PLAN.dwg
A-2.2SECONDFLOOR PLANAND SPLIT LEVEL GENERAL NOTES
A- THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND 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 TEN FEET OF ANYPOWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ONTHE PROPERTY. FAILURE TO COMPLY MAY CAUSECONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.B- AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BEINSTALLED ON THE FUEL GAS LINE THE DOWNSTREAM SIDE OFTHE UTILITY METER AND BE RIGIDLY CONNECTED TO THEEXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THEFUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATEPLUMBING PERMIT IS REQUIRED).C- PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO ASANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSALSYSTEM (R306.3).D- KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS,LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BEPROVIDED WITH HOT AND COLD WATER AND CONNECTED TO ANAPPROVED WATER SUPPLY (R306.4).

GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDEDWITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITHSECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BEREQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITFOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2).N- EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BEPROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIORGLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 ORSHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATETO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDELSOVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHESABOVE THE FLOOR LEVEL. (R303.1).O- A COPY OF THE EVALUATION REPORT AND/OR CONDITIONSOF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

E- BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBSWITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BEFINISHED WITH A NONABSORBENT SURFACE. SUCH WALLSURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FEET ABOVE THE FLOOR (R307.2).F- PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEWCONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUSTBE ADAPTED FOR LOW WATER CONSUMPTION.H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)K- AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BELISTED IN ACCORDANCE WITH UL 325. (R309.4)L- SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLINGUNITS INTENDED, FOR HUMAN OCCUPANCY, UPON THE OWNER'SAPPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, ORADIITIONS, EXCEEDING ONE THOUSAND DOLLARS (1,000).(R314.6.2).M- WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRSOR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000),EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED 1- HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUMROOM TEMPERATURE OF 68 F AT A POINT 3 FET ABOVE THEFLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLEROOMS AT THE DESIGN TEMPERATURE. (R303.9)2- PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROMDECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PERSECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD ORWOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITHAWPA U1 FOR THE SPECIES, PRODUCTS, PRESERVATIVE ANDEND USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OFAWPA U1.

SECOND FLOOR PLANSCALE: 1/8" = 1'-0"1

KEYNOTES

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206
ELEVATOR46 SQ.FT.000
MASTER BEDROOM245 SQ.FT.301

MASTER CLOSET

OPEN TO BELOW
205A
205B 205C
205D
± 11'-9" A.F.F.
320 SQ. FT.
144 SQ. FT.HALLWAYDN
1A-5.0
1A-5.1
MASTER BATHROOM186 SQ.FT.301
206
205204203
211
209

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206
1A-4.1
1A-4.0
1A-4.3
1A-4.21ROOF DECK ABOVE MID LEVELGAS FIRE PLACEDOUBLE-HEIGHT SPACE BELOWEXTERIOR STAIRSBALCONY2345 1 2
5 ELECTRICAL DUPLEX OUTLETSWITCH LOCATIONWALL LIGHTS

INTERIOR WALL
--DOOR TAGWINDOW TAG
(N) 2x STUD WALL @ 16" O.C. W/ 5/8" GYP. BD. - SEESTRUCTURAL

PROPERTY LINECMU WALL
2% SLOPE SITE DRAINAGE DIRECTION SLOPEBUILDING GRID IDENTIFICATION WORKPOINT 4 ± 26'-0"
UP
201B201C
201A201D
202A202B
202
201
204A
207
208
210
8'-5"
6'-7"
11'-7"16'-9"25'-9"5'-8" 59'-9"
20'-10"1342'-2"2'-6"10'-11" 59'-9"
DN
12'-5"
10'-3"18'-10"13'-5" 42'-6"
16'-0"8'-3"6'-0"
20'-7" 5'-3"
7'-7" 16'-2"44'-4"23'-9"
6'-11"
7'-2"
8'-3"10'-11"6'-7"11'-2"
3'-9"
8'-1"
11'-1"11'-11"
13'-10"9'-11"
12'-1"
24'-9"
1SHADED AREA DENOTES AREA OF MID-LEVELFLOOR @26'-0" A.F.FGAS FIRE PLACEDOUBLE-HEIGHT SPACEEXTERIOR STAIRSOUTDOOR DECKPROPERTY LINECANOPY ABOVE 2345
A-2.3ADUPLAN AND ELEVATIONS GENERAL NOTES
A- THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND 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 TEN FEET OF ANYPOWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ONTHE PROPERTY. FAILURE TO COMPLY MAY CAUSECONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.B- AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BEINSTALLED ON THE FUEL GAS LINE THE DOWNSTREAM SIDE OFTHE UTILITY METER AND BE RIGIDLY CONNECTED TO THEEXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THEFUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATEPLUMBING PERMIT IS REQUIRED).C- PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO ASANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSALSYSTEM (R306.3).D- KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS,LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BEPROVIDED WITH HOT AND COLD WATER AND CONNECTED TO ANAPPROVED WATER SUPPLY (R306.4).

GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDEDWITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITHSECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BEREQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITFOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2).N- EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BEPROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIORGLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 ORSHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATETO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDELSOVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHESABOVE THE FLOOR LEVEL. (R303.1).O- A COPY OF THE EVALUATION REPORT AND/OR CONDITIONSOF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

E- BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBSWITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BEFINISHED WITH A NONABSORBENT SURFACE. SUCH WALLSURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FEET ABOVE THE FLOOR (R307.2).F- PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEWCONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUSTBE ADAPTED FOR LOW WATER CONSUMPTION.H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)H- WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3,LAPC)K- AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BELISTED IN ACCORDANCE WITH UL 325. (R309.4)L- SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLINGUNITS INTENDED, FOR HUMAN OCCUPANCY, UPON THE OWNER'SAPPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, ORADIITIONS, EXCEEDING ONE THOUSAND DOLLARS (1,000).(R314.6.2).M- WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRSOR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000),EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED 1- HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUMROOM TEMPERATURE OF 68 F AT A POINT 3 FET ABOVE THEFLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLEROOMS AT THE DESIGN TEMPERATURE. (R303.9)2- PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROMDECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PERSECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD ORWOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITHAWPA U1 FOR THE SPECIES, PRODUCTS, PRESERVATIVE ANDEND USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OFAWPA U1.

FLOOR PLANSCALE: 1/4" = 1'-0"1

KEYNOTES

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206

WALL LIGHTS

INTERIOR WALL

DOOR TAGWINDOW TAG
(N) 2x STUD WALL @ 16" O.C. W/ 5/8" GYP. BD. - SEESTRUCTURAL

PROPERTY LINECMU WALL
2% SLOPE SITE DRAINAGE DIRECTION SLOPEBUILDING GRID IDENTIFICATION WORKPOINT 67 4SCALE:1/4" = 1'-0"EAST EXTERIOR ELEVATION
2SCALE:1/4" = 1'-0"SOUTH EXTERIOR ELEVATION3SCALE:1/4" = 1'-0"NORTH EXTERIOR ELEVATION 5SCALE:1/4" = 1'-0"WEST EXTERIOR ELEVATION
25'-0"
20'-0"9'-0" 9'-7"
10'-0" 11'-0"
25'-0"5'-7"7'-0"11'-0"
20'-0"17'-0"CLEARSTORYABOVESLOPPINGCEILING

LEGENDS
8'-0"1'-6"2'-0"11'-0"
8'-0"2'-0"11'-0"
8'-0"1'-6"2'-0"11'-0"
8'-0"1'-6"2'-0"11'-0"
A-3.0ROOFPLAN
1 KEYNOTES FIRE BLOCKING NOTES
ROOF PLANSCALE: 1/4"= 1'-0"1

GENERAL NOTES
SINGLE-PLY TPO ROOFING MATERIAL CLASS "A"EXTERIOR WALL OUTLINE BELOWCHIMNEYROOF DECK BELOWSTAIRS TO ROOF DECKCANOPYEXTERIOR STAIRS BELOW TO ENTRYELEVATOR LOCATIONLINE OF GRADE @ BUILDING BELOWLINE OF OVERHEAD BELOW 2 ATTIC VENT CALCULATIONS
3456

BUILDING DEPARTMENT NOTES

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206
3 1
4 5
DN
7 7
±18'-0"
±36'-6" A.F.G.
±40'-3" A.F.G
8 8
6 6
28'-0"
32'-3"12'-1"
4'-4"
7'-6"25'-9"8'-8"
16'-0"7'-9" 20'-7"44'-4"
13'-11"
44'-4"
41'-11"
33'-8"
6'-1"5'-9"
15'-7"
10'-11"
20'-9"
±0'-0"
±0'-0"
±0'-0" LANDING
31'-3"
27'-0"
7'-7" 37'-11"
24'-9"
28'-2"
16'-7"
20'-4"
16'-3"
9'-10"
17'-9"3'-2"
9 9 4'-0"
8'-7"
8'-7"
10 10
2'-4"
3 2
’
-
0 ”

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18.523.00 PLNG wl-1.0 window location exhibit.dwg
WL-1.0WINDOW LOCATIONEXHIBIT

KEYNOTES
SITE PLANSCALE: 1/8" = 1'-0"1

LINE OF BUILDING STRUCTURE BELOWEXISTING CMU WALLNEW PAVED DRIVEWAYCHIMNEYRETAINING WALLEXTERIOR STEPSROOF DECKROOFSTAIRS TO ROOF DECKBALCONY BELOWFUTURE SINGLE STORY ADUDECK AT ENTRY LEVELCANOPYPLANTER 123456
LEGEND

ADJACENT PROPERTY

ADJACENT PROPERTY

EDGEWICK ROAD
PROPOSED2-STORYRESIDENCE
ENTRY79.65 PROPERTY LINE
117.28 PROPERTY LINE
58 PROPERTY LINE
135.15 PROPERTY LINE
15'-0"SETBACK
10'-0"SETBACK
10'-0"SETBACK
10'-0"SETABCK
15'-0"FRONT SETBACK1A-4.1
1A-4.01A-4.3
1A-4.2

LR/ARCHITECTURE
3035 EDGEWICK RD GLENDALERaymond Sohrabian 3035 EDGEWICK RDGLENDALE, CA 91206 CA 91206
51 7891011
11 7 8
6 9DN
12 12
12 UP
UP UP
1313
13 ±0'-0" F.G.
±18'-0" F.F.
±37'-0"
±40'-3" @ ROOF3

PROPERTY LINE
6'-7"
4 2
±2'-6"
UP
14 14
14 FIRST FLOOR WINDOW/DOORS OPEN TOA PATIO WELL WITH RETAINING WALLACTING AS A VISUAL SCREENSINGLE SECOND FLOOR WINDOWWINDOWS AT 3033 ARE APPROXIMATELY12 FT BELOW 1ST FLOOR FINISHELEVATION OF NEW STRUCTURE.WINDOWS AT 3030 ARE APPROXIMATELY5 FT BELOW ROAD SURFACE 123
1 12
3 3
ADU
4 4
4 4

O c h r e B l e n d

21 September 2019

Arborist report for Ray Sohrabian
SITE:
3035 Edgewick Road
Glendale

Above picture 1, bottom left picture 2, bottom right picture 3.

Front view of property with diagram on left plotting the location of the trees and bushes. Bottom picture faces the more northerly portion of the property (right side).

Picture 4: Facing toward the street to
the East, we see the backside of tree B
Coast Live Oak and A Silver Dollar
Eucalyptus which we viewed with the
first picture on page 1 from the front
side.

The only protected tree in this part of
the property is tree B the Coast Live
Oak with DBH of 11 inches, canopy
spread 20 feet, and health rated as
good. At this stage it would be rated as
young and not fully mature.

Above picture 4 and below picture 5.

Picture 5: these are trees C and D and are Cypress
And below is Picture 6 ( tree E) a small Coast Live Oak with 8 stems all with a DBH less than 6 inches, 15 foot spread canopy and health is good. It is more like a bush.

Tree F is not pictured; it is a small pine.

At the middle of the property is the Picture 7 left with G,H manzanita plants & Picture 8 below right with tree E Oak and G,H manzanita on left with oleander (I) in the center.

Most other bushes on the property are sumac. Picture 9 below left shows the sumac K and neighbor’s tree P butted to wall is a bottlebrush tree. Bottom right Picture 10 shows neighbor’s Eucalyptus trees about 10 feet away from the wall.

The only other tree that is protected is on the neighbor’s property to the north is a Coast Live Oak and it is greater than 30 feet away. As seen in the Picture 11 below left.

In the diagram page 1 all other bushes J, L, M, N are
sumac bushes.

To summarize the only trees protected are the 2 Coast
Live Oak B and E and they are minor trees.

Prepared by:

Mary Beth MacKenzie
Board Certified Arborist WE 6121

EXISTING CONDITIONS: UNDEVELOPED LOTPROJECT DESCRIPTION AND PROPOSED SCOPE:NEW 1,604 SQ FT THREE-LEVELS SINGLE FAMILYRESIDENCE AND ADUBENCH MARK:

LEGENDPROPERTY LINE
FLOW DIRECTIONFINISH GRADE ELEVATION IN FEETGRADE SLOPESPLASH BLOCK - 2FT LONG OPEN CURBFLOW LINESC-8 SANDBAG BARRIER 4"~6" COBBLE LANDSCAPE AREANEW CONCRETE SURFACE

GRADE BREAK
PL

EXISTING TREE

EXISTING CONTOUR LINE
x SE-1 SILT FENCEEXISTING FENCESC-8 SANDBAG BARRIER

ABBREVIATIONS

STORM DRAIN LINESANITARY SEWER LINESDSS
GEOTECHNICAL REPORT PROVIDED BY:??OWNER:??

WATER LINEWOVER HEAD CABLEOHCELECTRIC LINEE
SURVEYOR:

LEGAL DESCRIPTION:

TITLE SHEET
C-1
SERVICESMESSIHAENGINEERINGMESSIHA ENGINEERING SERVICES, INC.9854 NATIONAL BLVD. SUITE 474LOS ANGELES, CA. 90034Tel. (310) 717-3020 - [email protected] HMAS NOTED19-085
THE INFORMATION SHOWNON THESE DRAWINGS ISOWNED BY AND IS THEPROPERTY OF MESSIHAENGINEERING SERVICES NOPART THEREOF SHALL BECOPIED, ADAPTED, USED ATANY LOCATION OTHER THANSPECIFIC ADDRESS LISTEDBELOW OR DISTRIBUTED TOOTHERS WITHOUT THE PRIORWRITTEN CONSENT OFMESSIHA ENGINEERINGSERVICES COPYRIGHT c 2005 2020-4-10
No. C56766ANHSSMEYAHI
EXP. 06-30-2021
NDS 1200BKIT DRAINAGE INLET
??
SINGLE FAMILY RESIDENCE30325 EDGEWICK ROAD,GLENDALE, CA 912064 ?????BASIS OF BEARINGS:

PROJECT DATA:DESCRIPTIONAREA (SF)LOT SIZE8,582LOT AREA DETAILSTOTAL GRADED AREA7,020LOT 21, BLOCK 3TRACT NO. 9041123-59-64APN:5659-007-015 PROPOSED IMPERVIOUS PERCENTAGE =46%PROPOSED IMPERVIOUS AREA3,950EXISTING IMPERVIOUS AREA0.0PROPOSED BUILDING FOOTPRINT3,150

EDGEWICK ROAD
N89°20'43"E117.28'
N11°37'00"E

58.00'
N80°54'05"W135.15'
N03°14'20"W

79.65'
1035.001040.001045.001050.001055.001060.001065.001070.00 PROPOSED GARAGEELEVATION 1036.50PROPOSED BEDROOM LEVELELEVATION 1062.50 BEDROOM ELEV 1060.00PROPOSED ENTRY LEVELELEVATION 1052.00ROOF DECKELEV 1071.50 ADUELEV 1071.50
AA
B
B
SECTION A1030 1"=10'
1035104010451050105510601065107010751080
10301035104010451050105510601065107010751080
SECTION B1030
1045
1V=5H
1035
10501040
105510601065107010751080
10301035104010451050105510601065107010751080

GRADING PLAN
C-2
SERVICESMESSIHAENGINEERINGMESSIHA ENGINEERING SERVICES, INC.9854 NATIONAL BLVD. SUITE 474LOS ANGELES, CA. 90034Tel. (310) 717-3020 - [email protected] HM1"=10'19-xxx
THE INFORMATION SHOWNON THESE DRAWINGS ISOWNED BY AND IS THEPROPERTY OF MESSIHAENGINEERING SERVICES NOPART THEREOF SHALL BECOPIED, ADAPTED, USED ATANY LOCATION OTHER THANSPECIFIC ADDRESS LISTEDBELOW OR DISTRIBUTED TOOTHERS WITHOUT THE PRIORWRITTEN CONSENT OFMESSIHA ENGINEERINGSERVICES COPYRIGHT c 2005 2019-25-11
No. C56766ANHSSMEYAHI
EXP. 06-30-2021 NEW SINGLE FAMILY RESIDENCE3035 EDGEWICK ROADGLENDALE, CA, PLANSCALE 1"=10'
1032.27
1032.98
1033.89
1034.58
1034.911034.68
1035.031034.57
1035.99
1037.621051.31PINE1049.35PINE1050.791051.231053.26TW1049.631034.63 1032.24
1042.77
1045.10
1047.08
1048.89
1049.73
1048.051037.11
1037.13
1037.29
1036.13
1036.88
1035.651035.31
1052.73
1052.06
1055.88
1063.61
1061.141062.53
1061.60
1031.551031.87
1032.43
1033.271032.591033.06
1033.861033.50
1033.901034.38
1034.541034.71
1053.091053.321053.201058.081060.211061.971063.69
1062.92 1052.9618"ØTREE1046.4936"ØTREE
1044.421046.841050.19
1039.781040.871042.181042.161042.711042.721042.501052.241053.231042.831056.031058.371059.531061.551063.031063.08 1066.841068.97
1070.921070.221067.92
1068.24
1064.97
1064.73
1056.43
1057.38
1050.151057.93
1062.22
1052.17
1073.52
1071.69
1067.47 1063.71
1067.78
1052.661052.54
1058.041054.851057.741053.9014"ØTREE1056.521059.05
1067.10
1067.051070.581070.82
1064.1912"ØTREE1069.8012"ØTREE
1074.84
1057.611053.35
1062.381063.92
1077.171074.77
1080.21
1073.53
1061.261058.841059.601061.841065.911064.08TW
1080.08TW
1070.49
1075.46
1078.521082.57TW
1077.96

EDGEWICK ROAD

EROSION CONTROL
C-3
SERVICESMESSIHAENGINEERINGMESSIHA ENGINEERING SERVICES, INC.9854 NATIONAL BLVD. SUITE 474LOS ANGELES, CA. 90034Tel. (310) 717-3020 - [email protected] HM1"=10'
THE INFORMATION SHOWNON THESE DRAWINGS ISOWNED BY AND IS THEPROPERTY OF MESSIHAENGINEERING SERVICES NOPART THEREOF SHALL BECOPIED, ADAPTED, USED ATANY LOCATION OTHER THANSPECIFIC ADDRESS LISTEDBELOW OR DISTRIBUTED TOOTHERS WITHOUT THE PRIORWRITTEN CONSENT OFMESSIHA ENGINEERINGSERVICES COPYRIGHT c 2005 No. C56766ANHSSMEYAHI
EXP. 06-30-2021
PLANSCALE 1"=10'
1"=10'2020-4-10 NEW SINGLE FAMILY RESIDENCE3035 EDGEWICK ROADGLENDALE, CA, 19-085

PUBLIC ROADHARD SURFACE

N O T T O S C A L E
Gravel Barrier

EROSION CONTROL
C-4
SERVICESMESSIHAENGINEERINGMESSIHA ENGINEERING SERVICES, INC.9854 NATIONAL BLVD. SUITE 474LOS ANGELES, CA. 90034Tel. (310) 717-3020 - [email protected] HMAS NOTED19-085
THE INFORMATION SHOWNON THESE DRAWINGS ISOWNED BY AND IS THEPROPERTY OF MESSIHAENGINEERING SERVICES NOPART THEREOF SHALL BECOPIED, ADAPTED, USED ATANY LOCATION OTHER THANSPECIFIC ADDRESS LISTEDBELOW OR DISTRIBUTED TOOTHERS WITHOUT THE PRIORWRITTEN CONSENT OFMESSIHA ENGINEERINGSERVICES COPYRIGHT c 2005 2020-4-10
No. C56766ANHSSMEYAHI
EXP. 06-30-2021

DETAILS
NEW SINGLE FAMILY RESIDENCE3035 EDGEWICK ROADGLENDALE, CA,

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