GENERAL NOTES
SECURITY REQUIREMENTS1. DOORS AT EXTERIOR OF BUILDINGS AND INTERIOR DOORS AT CORRIDORS ANDGARAGES:1.1. SWINGING WOODEN DOORS SHALL BE:1.1.1. OPENABLE FROM THE INSIDE WITHOUT USE OF KEY1.1.2. SOLID CORE MINIMUM 1-3/4" THICK OR COVERED ON THE INSIDE WITH16-GAUGE SHEET METAL FASTENED BY SCREWS AT MAXIMUM 6" ON CENTER1.2. SINGLE SWINGING DOORS, THE ABOVE LEAF ON A PAIR OF DOORS,THE BOTTOM, AND THE UPPER LEAF OF DUTCH DOORS SHALL HAVE DEADBOLT AND A DEAD LOCKING LATCH:1.2.1. THE DEAD BOLT AND LATCH MAY BE ACTIVATED BY ONE LOCK OR BYAN INDIVIDUAL LOCK1.2.2. LOCK(S) SHALL BE OPERATED FROM THE INTERIOR SIDE BY A DEVICENOT REQUIRING A KEY OR SPECIAL KNOWLEDGE OR EFFORT.1.3. DEAD BOLTS:1.3.1. SHALL CONTAIN HARDENED INSERTS OR EQUIVALENT MATERIALS1.3.2. STRAIGHT DEAD BOLT SHALL HAVE A MINIMUM 1" THROW WITH AT LEAST 5/8"EMBEDMENT INTO HOLDING DEVICE RECEIVING PROJECTED BOLT1.3.3. HOOD SPACE OR EXPANDING LUG DEAD BOLT SHALL HAVE MINIMUM 3/4"THROW1.3.4. ALL DEAD BOLTS OR LOCKS WHICH AUTOMATICALLY ACTIVATE TWO OR MOREDEAD BOLTS SHALL EMBED A MINIMUM OF 1/2"1.4. DOOR STOPS ON WOODEN JAMBS FOR IN-SWINGING DOORS SHALL BE ONEPIECE CONSTRUCTION WITH THE JAMB OR JOINED BY A RABBET.1.5. NON-REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES ACCESSIBLEFROM THE OUTSIDE.2. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM TYPECYLINDER LOCKS INSTALLED IN HOLLOW METAL DOORS WHENEVER THECYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISEACCESSIBLE TO GRIPPING TOOLS.3. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH A LOCKING DEVICE ANDSHALL BE SO INSTALLED THAT, WHEN SUBJECTED TO TESTS IN SECTION 6106,REMAIN INTACT AND ENGAGED.4. OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK,PADLOCK WITH A HARDENED STEEL SHACKLE, METAL SLIDE, BAR, BOLT OREQUIVALENT WHEN NOT OTHERWISE LOCKED BY ELECTRIC POWER OF OPERATION 5. WINDOWS:5.1. GLAZING WITHIN 40 INCHES OF A REQUIRED LOCKING DEVICE ON A DOORWHEN IN THE CLOSED AND LOCKED POSITION SHALL BE FULLY TEMPERED GLASS,APPROVED BURGLARY RESISTANT MATERIAL, OR GUARDED BY METAL BARS,SCREENS, OR GRILLES IN AN APPROVED MANNER.5.2. SLIDING GLASS WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICESTHAT, WHEN SUBJECTED TO THE TESTS IN SECTION 6106, REMAIN INTACT ANDENGAGED.5.3. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIALLOCKING DEVICES WHICH RENDER THE BUILDING AS SECURE AS THE DEVICESREQUIRED FOR OTHER OPENINGS. IN GROUP B, H, M, AND S OCCUPANCIES,SUCH DEVICES SHALL BE SLIDE BAR, BOLT, CROSS BAR, AND/OR PADLOCKWITH HARDENED STEEL SHACKLE.5.4. LOUVERED WINDOWS, EXCEPT THOSE ABOVE THE FIRST STORY IN GROUPR OCCUPANCIES WHICH CANNOT BE REACHED WITHOUT A LADDER, SHALL BEOF MATERIAL OR GUARDED AS SPECIFIED FOR OTHER OPENINGS ANDINDIVIDUAL PANES SHALL BE SECURELY FASTENED BY MECHANICAL FASTENERSREQUIRING A TOOL FOR REMOVAL AND NOT ACCESSIBLE FROM THE OUTSIDEWHEN THE WINDOW IS IN THE CLOSED POSITION.
1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITEAND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES,AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND.2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALSMUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THEFORCES OF WIND OR WATER3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STOREDIN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THESOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TOBE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UPIMMEDIATELY AND DISPOSED OF IN AN PROPER MANNER. SPILLS MAY NOTBE WASHED INTO THE STORM DRAIN SYSTEM.4. NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING,AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE.5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLICWAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TORETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF ASSOLID WASTE.6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BEDEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATIONOF RAINWATER AND DISPERSAL BY WIND.7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THESITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYSMUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITEDINTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UPIMMEDIATELY AND MAY NOT BE WASHED INTO THE STORM DRAIN SYSTEMBY RAIN OR OTHER MEANS.8. ANY SLOPE WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUSTBE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.
1. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BEPROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). (CEC 210.12 (8))
CMA - CARBON MONOXIDE ALARM COMPANY: BRK BRANDS, INC.3901 W. LIBERTY STREET ROAD, AURORA, IL 60504-8122CONTACT: MARK DIPPNERPHONE: (630) 851.7330 EXT: 1422FAX: (630) 851.9309DATE ISSUED 12.09.2016 LISTING EXPIRES: 06.30.2020DESCRIPTION: MODELS "FIRST ALERT" CO500 AND CO511SINGLE / MULTIPLE STATION, BATTERY OPERATED, CARBONMONOXIDE ALARMS.NOTE: CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED& HARD-WIRED WITH BATTERY BACKUP
BMP'S FOR CONSTRUCTION
M/E/P NOTES
GENERAL NOTES1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTSOF THE 2016 CBC, 2016 EDITION OF THE NEC AS ADOPTED AND AMENDED BY THESTATE OF CALIFORNIA IN TITLE 24 CCR AND THIS JURISDICTION.2. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED AT THE SITE BY THEGENERAL CONTRACTOR OR THE OWNER OR HIS DESIGNER.3. ACTUAL FIELD DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.4. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION(S) OR CHANGES TO THEPLAN(S).5. SCOPE - ALL LABOR, MATERIALS, AND SERVICE REQUIRED FOR THECOMPLETION OF WORK SHOWN ON THESE DRAWINGS, INCLUDING ANY WORK NOTSPECIFIED BUT REQUIRED TO ACCOMPLISH THE INDICATED WORK.6. CODE - ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE 2016 EDITION OFTHE CALIFORNIA BUILDING CODE, 2016 CALIFORNIA PLUMBING CODE, 2016CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA ELECTRICAL CODE, 2016CALIFORNIA ENERGY CODE, AND ALL LOCAL CODES AND ORDINANCES ADOPTEDWITH THE LATEST RULES OF NFPA AND OSHA. PARTICULAR ATTENTION SHALL BEPAID TO THE STATE OF CALIFORNIA HANDICAPPED ACCESS REGULATIONS (TITLE24) & A.D.A. NOTHING IN THESE PLANS OR SPECIFICATION SHALL BE CONSTRUEDTO PERMIT WORK NOT ACCORDING TO CODE.7. GUARANTEE - GUARANTEE ALL MATERIAL AND EQUIPMENT FOR ONE YEARFROM THE DATE OF ACCEPTANCE BY THE OWNER UNLESS SPECIFIED INSPECIFICATION.8. EXAMINATION OF THE SITE - BEFORE SUBMITTING HIS/HER BID, THECONTRACTOR SHALL EXAMINE THE SITE AND COMPARE IT WITH THE PLANS ANDNOTES AND TO SATISFY HER/HIMSELF AS TO THE CONDITIONS UNDER WHICH THISWORK WILL BE PERFORMED. THE CONTRACTOR SHALL AT THAT TIME ASCERTAINTHE CONDITION OF THE EXISTING STRUCTURES AND EQUIPMENT THAT MAYAFFECT THIS WORK. S/HE SHALL LIKEWISE DETERMINE WITH THE OWNER UNDERWHAT SECURITY CONDITIONS, OR SPECIAL HOURS OF OPERATION LIMITATIONS,THE WORK SHALL SUBSEQUENTLY BE PERFORMED. NO ALLOWANCE SHALLSUBSEQUENTLY BE MADE FOR THE CONTRACTOR'S FAILURE OR NEGLECT TOMAKE SUCH EXAMINATIONS OR DETERMINATIONS. THE CONTRACTOR SHALLVERIFY ALL QUANTITIES BEFORE SUBMITTING HIS/HER BID.9. VERIFICATION - THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITION OF EXISTING CONSTRUCTION PRIOR TO STARTING CONSTRUCTIONAND ORDERING MATERIALS. THE ARCHITECT SHALL BE NOTIFIED OF ANYDISCREPANCIES OR INCONSISTENCIES. FAILURE TO NOTIFY PRIOR TO ORDERINGOR COMMENCING OF WORK SHALL NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR SUCH VERIFICATION.10. CONSTRUCTION SUPERVISION - IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO PROVIDE SUPERVISION OF THE CONSTRUCTION WORK TOINSURE THAT IT IS BUILT IN CONFORMANCE WITH THE APPROVED PLANS ANDNOTES.11. CONSTRUCTION OBSERVATION - THE ARCHITECT AND ENGINEERS SHALL HAVEACCESS TO THE WORK AT ALL TIMES FOR THE PURPOSE OF OBSERVINGCONSTRUCTION.12. TEMPORARY BRACING - IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURETHE SAFETY OF THE WORK UNTIL IT IS IN ITS COMPLETED FORM.13. SAFETY - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURETHAT ALL APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO MAINTAINA SAFE CONSTRUCTION PROJECT.14. RECORD DRAWINGS - THE CONTRACTOR SHALL REQUEST A COMPLETE SET OFPRINTS WHICH SHALL BE MAINTAINED IN GOOD ORDER AT THE SITE. ALLDIFFERENCES BETWEEN THE LOCATIONS OR ARRANGEMENTS INDICATED ONTHESE DRAWINGS AND THOSE OF THE ACTUAL INSTALLATION SHALL BERECORDED IN RED PENCIL ON THE SET. AT THE END OF THE PROJECT AND PRIORTO FINAL PAYMENT, THE CONTRACTOR SHALL SIGN AND DATE EACH "AS BUILT"DRAWING AS BEING A CORRECT AND ACCURATE REPRESENTATION OF THE WORK,AND SHALL SUBMIT THE COMPLETE PACKAGE TO THE OWNER.15. GENERAL CONDITIONS - THE OWNER'S GENERAL CONDITION OF THECONTRACT FOR CONSTRUCTION PART A SHALL GOVERN THE WORK OF THECONTRACTOR AS IF FULLY REPRODUCED HERE. COPIES MAY BE EXAMINED BYTHE OFFICE OF THE ARCHITECT.16. DIMENSIONS - DIMENSION LINES ARE TO FACE OF CONCRETE OR FACE OFSTUD, UNLESS NOTED OTHERWISE. AT EXISTING CONDITIONS, DIMENSIONS ARETO FACE OF EXISTING WALL (F.O.X.W.), WHETHER IT BE CONCRETE OR GYPSUMCONSTRUCTION.17. REPAIR - THE CONTRACTOR SHALL REPAIR AND OR REPAINT ALL AREASDAMAGED BY DEMOLITION OR CONSTRUCTION AND SHALL FINISH TO MATCHADJOINING SURFACES.18. ALL FOOTINGS SHALL BE FOUNDED INTO NATURAL, UNDISTURBED SOIL AND INTHE EVEN AN EXCAVATION REVEALS UNFAVORABLE CONDITIONS, THE SERVICESOF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED.19. ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER SHALL BECONDUCTED TO THE STREET IN AN APPROVED DEVICE AT MIN. 2% SLOPE.20. ALL EXTERIOR DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2"BELOW THE THRESHOLD.21. SMOKE DETECTORS SHALL BE CONNECTED TO A 120V CIRCUIT.22. PROVIDE LOW CONSUMPTION WATER CLOSET WHERE NEW PLUMBINGFIXTURES WILL BE INSTALLED.23. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR ANDUNOBSTRUCTED 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. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TOCOMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.24. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.25. EXTERIOR WALLS AND OPENINGS FIRE HAZARD NOTES:25.1. EXTERIOR GLAZING SHALL BE MULTI-PANE UNITS WITH A MINIMUM OF ONETEMPERED PANE, OR GLASS BLOCK UNITS OR MINIMUM 20-MIN. RATED.25.2. EXTERIOR DOORS SHALL MEET ONE OF THE FOLLOWING25.2.1. NON-COMBUSTIBLE CONSTRUCTION OR25.2.2. SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1-3/4-IN.THICK WITH INTERIOR PANEL THICKNESS NOT LESS THAN 1-1/4-IN. THICK OR25.2.3. MINIMUM 20-MIN RATED OR25.2.4. MEET SFM 12-7A-125.3. WHEN ANY PORTION OF AN ATTACHED OR DETACHED ACCESSORYSTRUCTURE (CARPORTS, DECKS, PATIOS, DECKING, SURFACES, STAIRS,LANDINGS, BALCONIES, PORCHES,...) IS WITHIN 10-FT. OF THE PRIMARYSTRUCTURE, THE ENTIRE STRUCTURE SHALL COMPLY WITH ONE OF THEFOLLOWING:25.3.1. NON-COMBUSTIBLE CONSTRUCTION OR25.3.2. IGNITION RESISTANT MATERIAL AND MEET SFM 12-7A-4 PARTS A AND B OR25.3.3. HEAVY TIMBER CONSTRUCTION OR25.3.4. EXTERIOR FIRE RETARDANT TREATED WOOD CONSTRUCTION26. SHOWERS:26.1. SHALL BE FINISHED TO 70" ABOVE DRAIN INLET OF APPROVED MOISTURERESISTANT MATERIALS.26.2. GLASS ENCLOSURE DOORS AND PANELS SHALL BE TEMPERED ORAPPROVED PLASTIC.27. A MINIMUM 12" x 12" ACCESS PANEL TO BATHTUB TRAP SLIP JOINTCONNECTION IS REQUIRED.28. THE BUILDING SHALL HAVE WATER CLOSETS (TOILETS) WHICH USE NO MORETHAN 1.6 GALLONS PER FLUSH.29. ALL SHOWERS & TUB-SHOWERS SHALL HAVE A PRESSURE BALANCE,THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE /THERMOSTATIC MIXING TYPE VALVE.30. ALL NEW, REPLACEMENT & EXISTING WATER HEATERS SHALL BE STRAPPED TOTHE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THELOWE R 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4-IN. ABOVETHE CONTROLS.31. DRAINAGE:31.1. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES.31.2. OWNER WILL MAINTAIN DRAINAGE DEVICES AND KEEP FREE OF DEBRIS.
SITE LOCATION
BUILDING: (E) SINGE FAMILY DWELLING
ADDRESS: 5094 E WILLIAMS PLLOS ANGELES, CA 90032
LEGAL DESCRIPTION:TRACT # TR 8289LOT # 71
ASSESSOR'S ID. NUMBER: 5223-006-030
CONSTRUCTION TYPE: V-BZONING: [Q]R1-1DLOT AREA: 4,927.6 (sq ft)
TOTAL NEW S.F.D.:1,757.6 S.F. TOTAL NEW
LEGAL DESCRIPTION
A-1.0 SITE PLAN, PROJECT INFORMATION,AND GENERAL NOTES
A-2.0 PROPOSED FLOOR PLANSA-3.0 PROPOSED FLOOR PLANSA-4.0 PROPOSED ELEVATIONA-5.0 PROPOSED ELEVATIONA-6.0 PROPOSED ELEVATIONA-7.0 PROPOSED CROSS SECTION
SHEET INDEX
1. NEW SINGLE FAMILY DWELLING
SCOPE OF WORK
STREET MAPSITE LOCATION
ASSESSOR'S MAP
552
553
554
554
555
555 556
556
557
557 558
559
560 561
562 563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
605
606
606
607
608
609
610
611
612
613
614
615
616
20
'
6'-5
1/1
6"
4'
8'
34'-9"
16
'3
6'
15
'
16'
5098 Williams Pl. Lot 71
PROPERTY LINE 44 FT.
PR
OP
ER
TY
LIN
E 1
14
.25
FT
.
PR
OP
ER
TY
LIN
E 1
09
.42
FT
.
PROPERTY LINE 44.26 FT.
1ST FLOOR DECK PATIO
2ND FLOORDECK PATIO
OPEN PATIO
UP
CONCRETE DRIVECONCRETEPAVING
3RD FLOOR EL. 595.02ND FLOOR EL. 585.01ST FLOOR EL. 575.0
SIDEYARD
UP
3RD FLOOR DECK PATIO
GARAGE BELOW
NEW 6FT. MAX. HEIGHT RETAINING WALLWITH 50'-9" LINEAR FEET
5086 WILLIAMS PL. LOT 74NEW SINGLE FAMILY
DWELLING1,757.6 SQ. FT.
LAWN
TC 600
595.0
594.5
594.8
565
559.0
Nothing here. all flat 5% max. slope
Dirt finish for landscape (grass and bushes and dirt)
SIDEWALK
D01D01
D01D01
D02D02
15
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BE
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BC
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SHEET:
PROJECT #:
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BY:
50
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PROPOSED SITE PLANSCALE: 1" = 10' - 0"
5/21/2019
17-160
D04D04
D01D01
3'16'3'
22'8'
30'
24
'
4'
6'-5
"
15
'9
'
30'
4'-7
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'
20'-6" X 22'-6"
D W
GARAGE
W.H.
DOOR SCHEDULENUMBER QTY SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTSD01 1 16080 192 " 96 " GARAGE-GARAGE DOOR CHD05D04 1 3068 R EX 36 " 80 " EXT. HINGED-DOOR E21
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AAA7
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CONCRETE LANDING
UP
UP
RETAINING WALLUP
BCB49B24L
BC
B1
8L
B3
81
9
B18L
SB
36
B3
4
BCB49B24L
BC
B1
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B3
81
9
B18L
SB
36
B3
4
W03W03
W02W02
D01D01
D03D03D03D03W01W01
D02D02
W01W01
SD
5'-6
"
7'-8
"1
3'-5
"2
'9
"
24
'
6"
23
'6
"
14
'6
'3
'-6
"
30'
8' 14'-6"
28'-6"
4'-9"6'12'-5"3'-4"3'-6"
6'
3'
7'-6"
15
'
5'
30'
10'-6"
30'-11" X 15'-1"
7'-7" X 3'-1"
7'-5" X 10'-5"
28'-6" X 22'-10"
ISLAND W/BARCM
BATH
LIVING DINING
KITCHEN
AAA7
AAA7
AAA7
AAA7
DECK PATIO
OPEN BELOW
TV
UP
WINDOW SCHEDULENUMBER QTY SIZE WIDTH HEIGHT EGRESS DESCRIPTION MANUFACTURER COMMENTSW01 2 1268FX 14 " 80 " FIXED GLASSW02 1 2040DH 24 " 48 " DOUBLE HUNGW03 1 6040LS 72 " 48 " LEFT SLIDING
DOOR SCHEDULENUMBER QTY SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTSD01 1 2868 L IN 32 " 80 " HINGED-DOOR P04D02 1 3068 L EX 36 " 80 " EXT. HINGED-DOOR E21D03 2 6068 L EX 72 " 80 " EXT. SLIDER-GLASS PANEL
A2
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BC
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S
SHEET:
PROJECT #:
PR
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ED
FL
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RP
LA
NS
DRAW
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S P
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BY:
50
98
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, C
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LA
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81
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72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
5/21/2019
17-160
PROPOSED BASEMENT FLOORSCALE: 1/4" = 1' - 0"
PROPOSED 1ST FLOORSCALE: 1/4" = 1' - 0"
SB30 SB30
SB
23
18
L
SB30 SB30
SB
23
18
L
D02D02
D02D02
68
68
W05W05W02W02
W01W01
W04W04
W03W03
D05D05
D03D03
W03W03
D01D01
D01D01
D02D02
D02D02
D02D02
D04D04
D01D01
D02D02
SD
SD
SD
SD
SD
1'-5
"5
'9
"1
'4
'7
'-8
"
6'-3
"3
'1
'-6
"
3'-7"8'2'-4"1'-7"
3'1'-7"
2'-6"6'1'-5"
9'-11"13'-11"6'-2"
30'
12'-2" 2'-5" 5'-5"
30'
7'
4'
1'-8
"
12
'-8
"2
'-5
"1
0'-2
"1
0'-9
"
36
'
6'-4
"2
'1
'-1
1"
10
'-3
"5
'-1
1"
7'-2
"1
2'-8
"
36
'
9'-3"
10'
11'
5'-0" X 9'-9"
5'-0" X 5'-6"
4'-5" X 2'-0"
9'-5" X 10'-3"
9'-3" X 11'-9"
9'-3" X 9'-8"
2'-0" X 7'-6"
7'-9" X 11'-0"
4'-5" X 2'-0"
5'-0" X 7'-6"
13'-5" X 15'-8"
11'-0" X 11'-9"
CM
BALCONY
BEDROOM 1BEDROOM 2
CLO
SE
T
BATH
CLOSET
HALL
BEDROOM 3
MASTER BATH
CLOSET
MASTER BDRM
UP
DOWN
AAA7
AAA7
AAA7
AAA7
WINDOW SCHEDULENUMBER QTY SIZE WIDTH HEIGHT EGRESS DESCRIPTION MANUFACTURER COMMENTSW01 1 2020DH 24 " 24 " DOUBLE HUNGW02 1 3030DH 36 " 36 " DOUBLE HUNGW03 2 4040LS 48 " 48 " LEFT SLIDINGW04 1 5040LS 60 " 48 " LEFT SLIDINGW05 1 8040TC 96 " 48 " TRIPLE CASEMENT-LHL/RHR
DOOR SCHEDULENUMBER QTY SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTSD01 3 2868 R IN 32 " 80 " HINGED-DOOR P04D02 6 2868 L IN 32 " 80 " HINGED-DOOR P04D03 1 3068 L EX 36 " 80 " EXT. HINGED-DOOR E21D04 1 5068 L IN 60 " 80 " SLIDER-DOOR P04D05 1 6068 L EX 72 " 80 " EXT. SLIDER-GLASS PANEL
CLOSET
SB
23
18
R
BAR SINKB24L
SB
23
18
R
BAR SINKB24L
D06D06
W04W04D01D01
W06W06
D03D03
W03W03 W01W01
D06D06
D06D06
SD
3'2'-3"
11'-8"
4'12'-4"
19'-2"10'-10"
30'
7'-1
"1
2'-8
"
2'-3"6' 4'-7"
12'-10" 5'-6" 11'-8"
30'
20
'
5'-0 7/16"
9'-2"
19'-1" X 15'-6"
7'-0" X 3'-4"
11'-11" X 11'-9"
5'-0" X 7'-6"BEDROOM 5BATH
ROOF DECK
DOWN
AAA7
AAA7
AAA7
AAA7
WINDOW SCHEDULENUMBER QTY SIZE WIDTH HEIGHT EGRESS DESCRIPTION MANUFACTURER COMMENTSW01 1 3025LS 36 " 29 " LEFT SLIDINGW03 1 6060LS 72 " 72 " LEFT SLIDINGW04 1 4040LS 48 " 48 " LEFT SLIDINGW06 1 2030SH 24 " 36 " SINGLE HUNG
DOOR SCHEDULENUMBER QTY SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTSD01 1 2068 R EX 24 " 80 " EXT. HINGED-DOOR E21D03 1 2868 R EX 32 " 80 " EXT. HINGED-DOOR E21D06 3 2868 R IN 32 " 80 " HINGED-DOOR P04
CLOSET
FURNACE ONTOP OF STAIRSIN NEW SOFFIT
FURNACEACCESS DOOR
SHAFT
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
PR
OP
OS
ED
FL
OO
RP
LA
NS
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
A3
DATE:
5/21/2019
17-160PROPOSED 2ND FLOORSCALE: 1/4" = 1' - 0"
PROPOSED 3RD FLOORSCALE: 1/4" = 1' - 0"
2"
3"
26
'-1
7/8
"
SHAFT
SHINGLE ROOF
SHINGLE ROOF
STUCCO (CEMENT FINISH)
THIRD FLOOR
36.00'
TOP OF PLATE
44.00'
SECOND FLOOR
26.00'
FIRST FLOOR
16.00'
BASEMENT
0.00'
8'-0
"1
0'-0
"1
0'-0
"1
6'-0
"
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
PR
OP
OS
ED
EL
EV
AT
ION
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
A4
5/21/2019
17-160
PROPOSED FRONT ELEVATIONSCALE: 1/4" = 1' - 0"
3'-6
"
2"
3"
8'
7'
15'
8'
6'
11
'
15'
6'
37'-10"
30
'
16
'1
0'
10
'
8'
13
'
8'
16' 20'
CONCRETE FOOTING
FINISH GRADE
CONCRETE
RETAINING WALL
(N) 6FT. MAX. HEIGHT
RETAINING WALL
SHAFT
(E) GRADE
TOP OF PLATE 44.00'
THIRD FLOOR36.00'
SECOND FLOOR26.00'
FIRST FLOOR16.00'
BASEMENT0.00'
HEIGHT LIMITATION LINE
(30' ABOVE FINISH GRADE)
PATIO
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
A5
PR
OP
OS
ED
EL
EV
AT
ION
5/21/2019
17-160PROPOSED RIGHT SIDE ELEVATION
SCALE: 1/4" = 1' - 0"
6'
8'
16
'1
0'
10
'
30
'
FINISH GRADE
PATIO
(N) 6FT. MAX. HEIGHT
RETAINING WALL
(E) GRADE LINE
HEIGHT LIMITATION LINE
(30' ABOVE FINISH GRADE)
TOP OF PLATE 44.00'
THIRD FLOOR36.00'
SECOND FLOOR26.00'
FIRST FLOOR16.00'
BASEMENT0.00'
(E) GRADE
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
A6
5/21/2019
17-160
PR
OP
OS
ED
EL
EV
AT
ION
PROPOSED LEFT SIDE ELEVATIONSCALE: 1/4" = 1' - 0"
8'-1
1"
10
'
3'-3
"
6'
13
'-1
1"
6"
10
'1
0'
16
'8
'
BASEMENT
LIVING/DINING KITCHEN
BEDROOM 3 BEDROOM 1
47.53'
(N) 6FT. MAX. HEIGHT RETAINING WALL
TILE FINISH
WATER PROOFING MEMBRANE3/4" THICK PLYWOOD SHEATHING
DECK JOIST PER ENGINEER
@ 2% MIN. SLOPE
PROPOSED WOOD BEAM PER ENGINEER
PROPOSED CEILING JOIST
(N) 5/8" THICK DRYWALL
(N) WROUGHT IRON GUARDRAIL
SLOPED WITH DECK
TOP OF PLATE 44.00'
THIRD FLOOR36.00'
SECOND FLOOR26.00'
FIRST FLOOR16.00'
BASEMENT0.00'
HIGHEST RIDGE
PATIO
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
A7
5/21/2019
17-160
PROPOSED SECTION A-ASCALE: 1/4" = 1' - 0"
PR
OP
OS
ED
SE
CT
ION
3'-6
"
2"
3"
8'
7'
15'
8'
6'
11
'
15'
6'
30
'
16
'1
0'
10
'
8'
13
'
8'
16' 20'
CONCRETE FOOTING
FINISH GRADE
CONCRETE
RETAINING WALL
(N) 6FT. MAX. HEIGHT
RETAINING WALL
SHAFT
(E) GRADE
TOP OF PLATE 44.00'
THIRD FLOOR36.00'
SECOND FLOOR26.00'
FIRST FLOOR16.00'
BASEMENT0.00'
HEIGHT LIMITATION LINE
(30' ABOVE FINISH GRADE)
PATIO
PROPOSED CUT AREA A
PROPOSED COMPACTED
FILL AREA
AREA A = 367 C.Y. CUT
AREA B = 173 C.Y. CUT
AREA C = 76 C.Y. CUT
AREA D= 42 C.Y. CUT
TOTAL PROPOSED COMPACTED
FILL AREA= = 24 C.Y.
TOTAL PROPOSED CUT = 659
C.Y. CUT
TOTAL PROPOSED EXPORT =
890.09 - 24 = 866.09 C.Y.
PROPOSED CUT AREA B
PROPOSED CUT AREA D
EXISTING GRADE LINE
PROPOSED GRADE LINE
PROPOSED CUT AREA A
RE
VIS
ION
TA
BL
EN
UM
BE
RD
AT
ER
EV
ISE
D B
YD
ES
CR
IPT
ION
16
.5.1
7R
OM
BC
OR
RE
CT
ION
S
SHEET:
PROJECT #:
DRAW
ING
S P
RO
VID
ED
BY:
50
98
E W
ILL
IAM
S P
L.
LO
S A
NG
EL
ES
, C
A 9
00
32
RO
MB
ST
RU
CT
UR
AL
EN
GIN
EE
RIN
G2
12
43
VE
NT
UR
A B
LV
D.
#1
19
WO
OD
LA
ND
HIL
LS
, C
A 9
13
64
PH
ON
E:
81
8-3
00
-40
72
FA
X:
81
8-7
45
-53
29
JOB A
DD
RESS:
DATE:
A8
5/21/2019
17-160
GR
AD
ING
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