riverton apartments 10-unit apartments...van nuys, ca 61406 818-344-5787. daba engineering group...

11
AFCO Design, Inc. 10635 Santa Monica Blvd #190 Los Angeles, California 90025 Phone: 424.789.8001 afcodevelopment.com 5254 NORTH RIVERTON AVE. NORTH HOLLYWOOD, CA 91601 . . JOB ADDRESS RIVERTON EMPIRE PROPERTY, LLC 550 S. HILL ST. #625 LOS ANGELES, CA 90013 . . OWNER AFCO DESIGN, INC. FRANK AFARI 10635 Santa Monica Blvd #190 LOS ANGELES, CA 90025 310-557-1031 ARCHITECT DSL STRUCTURAL ENGINEERS, INC. DANTE LOTA 19325 TRENTHAM AVE. CERRITOS, CA 90703 562-787-3095 STRUCTURAL ENGINEER SURVEYOR JACK LITTLE COMPANY, INC. 17620 SHERMAN WAY SUIT 218 VAN NUYS, CA 61406 818-344-5787 . DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER ECCO ENGINEERING . 726 W. BROADWAY AVE. SUITE A GLENDALE, CA 91204 818-507-5607 ELECTRICAL ENGINEER MNS ENGINEERING, INC. MEHRDAD ROKNI 1600 SAWTELLE BLVD. #300 LOS ANGELES, CA 90025 310-473-8494 . MECHANICAL SUSAN Mc EOWEN LANDSCAPE ARCH SUSAN Mc EOWEN 32297 BIG OAK LANE CASTAIC, CA 91384 661-294-3753 LANDSCAPE ARCHITECT C DRAWN BY: F.A. DATE: 06-12-2017 SCALE: AS SHOWN THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OF AFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC. NEW 4-STORY TYPE V-A, 10-UNIT APARTMENT HOUSE OVER 1-LEVEL BASEMENT PRIVATE GARAGE PROJECT DESCRIPTION TRACT LICENSED SURVEY BLOCK NONE LOT FR34 MAP BOOK L S 13-16 ARB NONE MAP SHEET 171B173 APN 2416-024-002 C.D. 02 T.G. PAGE 563-GRID A2 LEGAL DESCRIPTION OCCUPANCY #1 OCCUPANCY #2 OCCUPANCY #3 TYPE OF CONSTRUCTION OCCUPANCY NO. OF STORIES ALLOWABLE FLOOR AREA W=(30' ( 1 2 STREET WIDTH)X200')/200'=30' FRONTAGE INCREASE: I f=[F/P-0.25]W/30 If=[31'/273'-0.25]30 /30=0.136 ASSUME 0.0 AREA MODIFICATION: A a={At+[AtXIf]+[AtXIs]} Aa={12,000+[12,000X0]+[12,000X2]}=36,000 SQ. FT. >4,688 S.F. (PROVIDED) ALLOWABLE AREA PER STORY MAX. BUILDING AREA: > 1 STORY: ALLOWABLE X2 OCCUPANCY SEPARATION VA R-2 4 HEIGHT (ALLOWABLE) 50'+10'=60' 12,000 1 BASEMENT IA S-2 UNLIMITED UNLIMITED SECTION 506.2.1 SECTION 506.2 TABLE 503 TABLE 503/ 504.2 TABLE 503 SECTIONS 506.1 506.2, 506.3 SECTION 506.4.1 SECTION 510.2 CODE SECTION 36,000 SQ. FT. 72,000 SQ. FT. 3-HR UNLIMITED UNLIMITED BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS EXTERIOR NONBEARING WALLS AND PARTITIONS INTERIOR FLOOR CONSTRUCTION AND SECONDARY MEMBER ROOF CONSTRUCTION AND SECONDARY MEMBER SHAFT RATING 2 TYPE I 3 3 3 1 0 2 1.5 TYPE VA 1 1 1 1 0 1 1 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) DEFERRED SUBMITTAL ITEMS: DEFERRED SUBMITTAL ITEMS SHALL COMPLY WITH CBC SECTION 106.4.4.2. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW WITH THE GENERAL CONFORMANCE TO CONTRACT DOCUMENTS. PROVIDE A PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL IN THE STATE WHERE THE PRODUCT SITE OCCURS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTAL ITEMS ARE AS FOLLOWING: A. ELEVATOR ANCHOR SYSTEM B. ATS SYSTEM (HOLD DOWNS) OPEN SPACE REQUIREMENTS SEC. 12.21.G2 CONSTRUCTION TYPE SUMMARY PROJECT SUMMARY PARKING REQUIREMENTS PER CITY OF LA REQUIRED BEFORE DEDUCTION FOR BICYCLE PARKING RESIDENTIAL* 10X2.0 20 *ALL ASSIGNED TOTAL 20 REQUIRED PARKING WITH UP TO 10% DEDUCTION PER (ORD. 182386) BICYCLE ORDINANCE (20)=2 PARKING REDUCTION ACTUAL DEDUCTION 2/20=10.% RESIDENTIAL 18 TOTAL 18 PROVIDED RESIDENTIAL HANDICAP (1%) 01 REQUIRED STANDARD 09 REQUIRED COMPACT 08 REQUIRED COMPACT 02 NON-REQUIRED TOTAL 20 GUEST PARKING NONE REQUIRED NONE PROVIDED BICYCLE PARKING CALCULATIONS: REQUIRED RESIDENTIAL LONG TERM 10 (100%) SHORT TERM 02 (10%) TOTAL 12 PROVIDED RESIDENTIAL LONG TERM 10 SHORT TERM 02 TOTAL 12 CAR CHARGER CALCULATIONS: 20X5%=1 CAR CHARGER REQUIRED AND PROVIDED NUMBER OF UNITS: 10 ZONING CODE HEIGHT LIMIT: 45' MAXIMUM BUILDING AREA ALLOWED: 3:1 FAR LOT AREA (BEFORE DEDICATION): 8,109.4 SQ. FT. LOT AREA (AFTER DEDICATION) 7,929.4 SQ. FT. ALLOWABLE BUILDABLE AREA: [(60'-10')X(132'-30')]X3=15,300 SQ.FT. ACTUAL BUILDING AREA: 15,176< 15,300 OK BUILDING AREA: OCC. USE OCCUPANCY LOAD AREA FIRST FLOOR: RESIDENTIAL R-2 1/200 (23) 4,514 SQ. FT. EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT. TOTAL AREA: 4,264 SQ. FT. SECOND FLOOR: RESIDENTIAL R-2 1/200 (23) 4,688 SQ. FT. EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT. TOTAL AREA: 4,438 SQ. FT. THIRD FLOOR: RESIDENTIAL R-2 1/200 (23) 4,688 SQ. FT. EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT. TOTAL AREA: 4,438 SQ. FT. FOURTH FLOOR: RESIDENTIAL R-2 1/200 (6) 1,286 SQ. FT. EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <125> SQ. FT. TOTAL AREA: 1,161 SQ. FT. TOTAL RESIDENTIAL AREA (BLD'G CODE): 14,301 SQ. FT. TOTAL RESIDENTIAL AREA (ZON'G CODE): 15,176 SQ. FT. TOTAL RESIDENTIAL AREA (SCHOOL FEE):15,176 SQ. FT. GARAGE AREA: (BASEMENT) S-2 1/200 (38) 7,627 SQ. FT. TOTAL 7,627 SQ. FT. ZONING: R3-1VL DENSITY8,109.4/800=10 UNITS BUILDING SUMMARY PARKING SUMMARY DESCRIPTION SHEET DESCRIPTION SHEET SHEET INDEX A-13 A-14 A-15 A-16 A-05 A-12 A-07 A-06 A-10 A-11 A-09 A-08 A-01 C S A-03 A-04 A-02 A-17 A-18 TYPICAL DETAILS TYPICAL DETAILS DOOR/ FINISH SCHEDULES SURVEY SITE PLAN COVER SHEET ROOF PLAN 1/4" THIRD FLOOR PLAN TYPICAL DETAILS SECTIONS ELEVATIONS WEST- SOUTH TYPICAL DETAILS ELEVATIONS NORTH- EAST OPEN SPACE/ GRADING/ SHADING PLANS SP-03 SP-06 SP-05 SP-04 SP-01 SP-02 SP-07 SP-08 GENERAL NOTES FIRE DEPARTMENT NOTES GENERAL NOTES- BICYCLE PARKING NOTES GENERAL NOTES DISABLE ACCESS NOTES DISABLE ACCESS NOTES LOS ANGELES GREEN BUILDING NOTES AND FORMS 5254 Riverton Ave. North Hollywood, California 91601 RIVERTON APARTMENTS 10-Unit Apartments RESIDENTIAL: TYPE V-A (4-STORY) (ZONING CODE) SUPERVISED AUTOMATIC FULLY SPRINKLERED THROUGH OUT (NFPA13) COMMERCIAL: NONE PARKING: TYPE IA BASEMENT (1-STORY) SPRINKLERED THROUGH OUT (NFPA13) BUILDING HEIGHT(BUILDING CODE): 43'-6" BUILDING HEIGHT(ZONING CODE): 45'-0" BLD'G CONST. / OCCUPANCY VICINITY MAP 100% PRIVATELY FUNDED PROJECT NO TAX INCENTIVE CREDIT NORTH UNIT # QTY. BD. RM. BATH RM. NET AREA* TOTAL NET AREA* 101 1 2 2 1,017 * UNITS NET AREAS ARE APPROXIMATE IN SQ. FT. 102 1,054 201 1,140 202 1,300 203 1,320 204 1,054 301 1,140 302 1,320 TOTAL 10 11,719 12,019 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNIT DESCRIPTIONS FIRE DEPARTMENT NOTES/ RECYCLING AREA NOTES SP-09 DISABLE ACCESS NOTES 303 1,320 T24-01 TITLE 24- ENERGY COMPLIANCE T24-02 TITLE 24- ENERGY COMPLIANCE T24-03 TITLE 24- ENERGY COMPLIANCE 1/4" SECOND FLOOR PLAN T24-04 TITLE 24- ENERGY COMPLIANCE GARAGE (BASEMENT) PLAN 1/4" FOURTH FLOOR PLAN APPROVALS VLA ENGINEERING, INC. 14416 HAMLIN ST. #204 VAN NUYS, CA 91401 818-787-3307 . PLUMBING 304 1,054 APPROVALS 1/4" FIRST FLOOR PLAN 1/4" STAIR DETAILS A-19 MEZZ. 1 2 2 1 2 2 1 2 2.5 1 2 2.5 1 2 2 1 2 2 1 2 2.5 1 2 2.5 1 2 2 150 150 1,017 1,054 1,140 1,300 1,320 1,054 1,290 1,320 1,320 1,204 CHANDLER BLVD. MAGNOLIA BLVD. HARMONY AVE. RIVERTON AVE. VINELAND AVE. LANDSCAPE AREA PROVIDE FOR COMMON AREA: COMMON SPACE LANDSCAPE REQUIRED (25%)=(1,250/2)*25%= TOTAL OPEN SPACE PROVIDED: REAR YARD WITH 15' MIN. DIM.: RECREATION AREA=COMMON OPEN SPACE BALCONIES WITH 6' MIN. DIM.: 50 SQ.FT.X10=PRIVATE OPEN SPACE COURT YARD WITH 15' MIN. DIM.=COMMON SPACE 3 HABITABLE ROOM UNIT @125 SQ. FT. PER UNIT=10X125= <3 HABITABLE ROOM UNIT @100 SQ. FT. PER UNIT=0X100= MINIMUM COMMON OPEN SPACE REQUIRED (50%)= OPEN SPACE PROVIDED: 0 SQ. FT. 1,340 SQ. FT. 175 SQ. FT. 156 SQ. FT. 840 SQ. FT. 0 SQ. FT. 500 SQ. FT. 0 SQ. FT. 625 SQ. FT. 1,250 SQ. FT. TOTAL OPEN SPACE REQUIRED= 1,250 SQ. FT. >3 HABITABLE ROOM UNIT @175 SQ. FT. PER UNIT=0X175= 0 SQ. FT.

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Page 1: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

5254 NORTH RIVERTON AVE. NORTH HOLLYWOOD, CA 91601 . .

JOB ADDRESS

RIVERTON EMPIRE PROPERTY, LLC 550 S. HILL ST. #625 LOS ANGELES, CA 90013 . .

OWNER

AFCO DESIGN, INC. FRANK AFARI 10635 Santa Monica Blvd #190 LOS ANGELES, CA 90025 310-557-1031

ARCHITECT

DSL STRUCTURAL ENGINEERS, INC. DANTE LOTA 19325 TRENTHAM AVE. CERRITOS, CA 90703 562-787-3095

STRUCTURAL ENGINEER

SURVEYOR JACK LITTLE COMPANY, INC. 17620 SHERMAN WAY SUIT 218 VAN NUYS, CA 61406 818-344-5787 .

DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991

SOIL ENGINEER

ECCO ENGINEERING . 726 W. BROADWAY AVE. SUITE A GLENDALE, CA 91204 818-507-5607

ELECTRICAL ENGINEER

MNS ENGINEERING, INC. MEHRDAD ROKNI 1600 SAWTELLE BLVD. #300 LOS ANGELES, CA 90025 310-473-8494 .

MECHANICAL

SUSAN Mc EOWEN LANDSCAPE ARCH SUSAN Mc EOWEN 32297 BIG OAK LANE CASTAIC, CA 91384 661-294-3753

LANDSCAPE ARCHITECT

CDRAWN BY: F.A.

DATE: 06-12-2017

SCALE: AS SHOWN

THIS DOCUMENT IS THE PROPERTY ANDCOPY RIGHT OF AFCO DESIGN, INC. ANDSHALL NOT BE USED ON ANY OTHER WORK,BE REPRODUCED OR DISCLOSED TOOTHERS EXCEPT BY LETTER AUTHORIZATIONFROM AFCO DESIGN, INC.

NEW 4-STORY TYPE V-A, 10-UNIT APARTMENTHOUSE OVER 1-LEVEL BASEMENT PRIVATEGARAGE

PROJECT DESCRIPTION

TRACT LICENSED SURVEY BLOCK NONE LOT FR34 MAP BOOK L S 13-16 ARB NONE MAP SHEET 171B173APN 2416-024-002C.D. 02T.G. PAGE 563-GRID A2

LEGAL DESCRIPTION

OCCUPANCY #1 OCCUPANCY #2 OCCUPANCY #3TYPE OF CONSTRUCTIONOCCUPANCYNO. OF STORIES

ALLOWABLE FLOOR AREA

W=(30' (12 STREET WIDTH)X200')/200'=30'FRONTAGE INCREASE: I f=[F/P-0.25]W/30If=[31'/273'-0.25]30 /30=0.136 ASSUME 0.0AREA MODIFICATION: A a={At+[AtXIf]+[AtXIs]}Aa={12,000+[12,000X0]+[12,000X2]}=36,000 SQ. FT. >4,688 S.F. (PROVIDED)

ALLOWABLE AREA PER STORYMAX. BUILDING AREA:> 1 STORY: ALLOWABLE X2

OCCUPANCY SEPARATION

VAR-24

HEIGHT (ALLOWABLE) 50'+10'=60'12,000

1 BASEMENT

IAS-2

UNLIMITEDUNLIMITED

SECTION 506.2.1

SECTION 506.2

TABLE 503TABLE 503/ 504.2

TABLE 503

SECTIONS 506.1506.2, 506.3

SECTION 506.4.1

SECTION 510.2

CODE SECTION

36,000 SQ. FT.

72,000 SQ. FT.3-HR

UNLIMITED

UNLIMITED

BUILDING ELEMENT

PRIMARY STRUCTURAL FRAME

BEARING WALLSEXTERIORINTERIOR

NONBEARING WALLS AND PARTITIONSEXTERIOR

NONBEARING WALLS AND PARTITIONSINTERIOR

FLOOR CONSTRUCTION AND SECONDARYMEMBER

ROOF CONSTRUCTION AND SECONDARYMEMBER

SHAFT RATING 2

TYPE I

3

33

1

0

2

1.5

TYPE VA

1

11

1

0

1

1

FIRE RESISTANCE RATING REQUIREMENTS FORBUILDING ELEMENTS (HOURS)DEFERRED SUBMITTAL ITEMS:

DEFERRED SUBMITTAL ITEMS SHALLCOMPLY WITH CBC SECTION106.4.4.2. SUBMITTAL DOCUMENTSFOR DEFERRED SUBMITTAL ITEMSSHALL BE SUBMITTED TO THEARCHITECT (STRUCTURAL ENGINEER)FOR REVIEW WITH THE GENERALCONFORMANCE TO CONTRACTDOCUMENTS. PROVIDE APROFESSIONAL ENGINEER'SSIGNATURE AND SEAL IN THE STATEWHERE THE PRODUCT SITE OCCURS.THE DEFERRED SUBMITTAL ITEMSSHALL NOT BE INSTALLED UNTIL THEIRDESIGN AND SUBMITTAL DOCUMENTSHAVE BEEN REVIEWED BY THEBUILDING OFFICIAL. DEFERREDSUBMITTAL ITEMS ARE AS FOLLOWING:

A. ELEVATOR ANCHOR SYSTEMB. ATS SYSTEM (HOLD DOWNS)

OPEN SPACE REQUIREMENTS SEC. 12.21.G2

CONSTRUCTION TYPE SUMMARY

PROJECT SUMMARY

PARKING REQUIREMENTS PER CITY OF LA

REQUIRED BEFORE DEDUCTION FOR BICYCLEPARKING

RESIDENTIAL* 10X2.0 20

*ALL ASSIGNEDTOTAL 20

REQUIRED PARKING WITH UP TO 10%DEDUCTION PER (ORD. 182386) BICYCLEORDINANCE (20)=2 PARKING REDUCTIONACTUAL DEDUCTION 2/20=10.%

RESIDENTIAL 18TOTAL 18

PROVIDEDRESIDENTIAL

HANDICAP (1%) 01 REQUIREDSTANDARD 09 REQUIRED

COMPACT 08 REQUIREDCOMPACT 02 NON-REQUIRED

TOTAL 20GUEST PARKING NONE REQUIRED

NONE PROVIDED

BICYCLE PARKING CALCULATIONS:REQUIRED

RESIDENTIALLONG TERM 10 (100%)SHORT TERM 02 (10%)TOTAL 12

PROVIDEDRESIDENTIAL

LONG TERM 10SHORT TERM 02TOTAL 12

CAR CHARGER CALCULATIONS:20X5%=1 CAR CHARGER REQUIREDAND PROVIDED

NUMBER OF UNITS: 10ZONING CODE HEIGHT LIMIT: 45'MAXIMUM BUILDING AREA ALLOWED: 3:1 FAR

LOT AREA (BEFORE DEDICATION): 8,109.4 SQ. FT.LOT AREA (AFTER DEDICATION) 7,929.4 SQ. FT.

ALLOWABLE BUILDABLE AREA:[(60'-10')X(132'-30')]X3=15,300 SQ.FT.

ACTUAL BUILDING AREA: 15,176< 15,300 OK

BUILDING AREA: OCC.

USE OCCUPANCY LOAD AREA

FIRST FLOOR:RESIDENTIAL R-2 1/200 (23) 4,514 SQ. FT.EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT.

TOTAL AREA: 4,264 SQ. FT.

SECOND FLOOR:RESIDENTIAL R-2 1/200 (23) 4,688 SQ. FT.EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT.

TOTAL AREA: 4,438 SQ. FT.

THIRD FLOOR:RESIDENTIAL R-2 1/200 (23) 4,688 SQ. FT.EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <250> SQ. FT.

TOTAL AREA: 4,438 SQ. FT.

FOURTH FLOOR:RESIDENTIAL R-2 1/200 (6) 1,286 SQ. FT.EXTERIOR WALLS/ SHAFT/ STAIRS/ VENTS <125> SQ. FT.

TOTAL AREA: 1,161 SQ. FT.

TOTAL RESIDENTIAL AREA (BLD'G CODE): 14,301 SQ. FT.TOTAL RESIDENTIAL AREA (ZON'G CODE): 15,176 SQ. FT.TOTAL RESIDENTIAL AREA (SCHOOL FEE):15,176 SQ. FT.

GARAGE AREA:

(BASEMENT) S-2 1/200 (38) 7,627 SQ. FT.TOTAL 7,627 SQ. FT.

ZONING: R3-1VL

DENSITY8,109.4/800=10 UNITS

BUILDING SUMMARY PARKING SUMMARY

DESCRIPTIONSHEET DESCRIPTIONSHEET

SHEET INDEX

A-13A-14A-15A-16

A-05

A-12

A-07A-06

A-10A-11

A-09A-08

A-01

CS

A-03A-04

A-02

A-17A-18

TYPICAL DETAILS

TYPICAL DETAILS

DOOR/ FINISH SCHEDULES

SURVEYSITE PLAN

COVER SHEET

ROOF PLAN

1/4" THIRD FLOOR PLAN

TYPICAL DETAILS

SECTIONS

ELEVATIONS WEST- SOUTH

TYPICAL DETAILS

ELEVATIONS NORTH- EAST

OPEN SPACE/ GRADING/ SHADING PLANS

SP-03

SP-06SP-05SP-04

SP-01SP-02

SP-07SP-08

GENERAL NOTES

FIRE DEPARTMENT NOTESGENERAL NOTES- BICYCLE PARKING NOTESGENERAL NOTES

DISABLE ACCESS NOTESDISABLE ACCESS NOTES

LOS ANGELES GREEN BUILDING NOTES AND FORMS

5254 Riverton Ave.North Hollywood, California 91601

RIVERTON APARTMENTS

10-Unit Apartments

RESIDENTIAL:TYPE V-A (4-STORY) (ZONING CODE)SUPERVISED AUTOMATIC FULLYSPRINKLERED THROUGH OUT (NFPA13)

COMMERCIAL: NONE

PARKING: TYPE IA BASEMENT (1-STORY) SPRINKLERED THROUGH OUT (NFPA13)

BUILDING HEIGHT(BUILDING CODE): 43'-6"BUILDING HEIGHT(ZONING CODE): 45'-0"

BLD'G CONST. / OCCUPANCY

VICINITY MAP

100% PRIVATELY FUNDED PROJECTNO TAX INCENTIVE CREDIT

NORTH

UNIT # QTY. BD.RM.

BATHRM. NET AREA* TOTAL NET

AREA*

101 1 2 2 1,017

* UNITS NET AREAS ARE APPROXIMATE IN SQ. FT.

102 1,054201 1,140202 1,300203 1,320204 1,054301 1,140302 1,320

TOTAL 10 11,719 12,019

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

. . . . . .

UNIT DESCRIPTIONS

FIRE DEPARTMENT NOTES/ RECYCLING AREA NOTES

SP-09DISABLE ACCESS NOTES

303 1,320

T24-01 TITLE 24- ENERGY COMPLIANCET24-02 TITLE 24- ENERGY COMPLIANCET24-03 TITLE 24- ENERGY COMPLIANCE

1/4" SECOND FLOOR PLAN

T24-04 TITLE 24- ENERGY COMPLIANCE

GARAGE (BASEMENT) PLAN

1/4" FOURTH FLOOR PLAN

APPROVALS

VLA ENGINEERING, INC. 14416 HAMLIN ST. #204 VAN NUYS, CA 91401 818-787-3307 .

PLUMBING304 1,054

APPROVALS

1/4" FIRST FLOOR PLAN

1/4" STAIR DETAILS

A-19

MEZZ.

1 2 21 2 21 2 2.51 2 2.51 2 21 2 21 2 2.51 2 2.51 2 2 150

150

1,0171,0541,1401,3001,3201,0541,2901,3201,3201,204

CHANDLER BLVD.

MAGNOLIA BLVD.

HARM

ONY

AVE.

RIV

ERTO

N A

VE.

VIN

ELAND

AVE.

LANDSCAPE AREA PROVIDE FOR COMMON AREA:

COMMON SPACE LANDSCAPE REQUIRED (25%)=(1,250/2)*25%=

TOTAL OPEN SPACE PROVIDED:

REAR YARD WITH 15' MIN. DIM.:

RECREATION AREA=COMMON OPEN SPACE

BALCONIES WITH 6' MIN. DIM.: 50 SQ.FT.X10=PRIVATE OPEN SPACE

COURT YARD WITH 15' MIN. DIM.=COMMON SPACE

3 HABITABLE ROOM UNIT @125 SQ. FT. PER UNIT=10X125=

<3 HABITABLE ROOM UNIT @100 SQ. FT. PER UNIT=0X100=

MINIMUM COMMON OPEN SPACE REQUIRED (50%)=

OPEN SPACE PROVIDED:

0 SQ. FT.

1,340 SQ. FT.

175 SQ. FT.

156 SQ. FT.

840 SQ. FT.

0 SQ. FT.

500 SQ. FT.

0 SQ. FT.

625 SQ. FT.

1,250 SQ. FT.

TOTAL OPEN SPACE REQUIRED= 1,250 SQ. FT.

>3 HABITABLE ROOM UNIT @175 SQ. FT. PER UNIT=0X175= 0 SQ. FT.

Page 2: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER
Page 3: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-01JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

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

NORTH

18RUP

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-15 AND 12/A-17

8'-2" HEADROOM CLERANCE

8" CONCRETE WALL

SECURITY CAMERA

CO

AREA DRAIN AND FLOW DIRECTION

EVS SEE NOTES

FENCE WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

SEPARATE APPLICATION AND PERMIT(S)IS/ARE REQUIRED FOR:

ELECTRICAL WORK MECHANICAL WORKPLUMBING WORK GRADINGSHORING DEMOLITIONFIRE SPRINKLER FIRE ALARMSIGNS SWIMMING POOLELEVATOR BLOCK WALLS>3'6"RETAINING WALLS

GRADE PLANE CALCULATIONS:

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)

NOTES:

59'-8

"

27'-1

0"

10'-8

"21'-2

"

PROPOSED 4-STORY TYPE VA10-UNIT RESIDENTIAL OVERONE LEVEL OFTYPE IA BASEMENT GARAGE

FIRST FLOOR FINISH=608'-0"

7'-0

"7'-0

"SID

E YA

RD

SID

E YA

RD

607.59606.73 607.33 607.38

607.78

607.31

607.07

606.82

606.85

606.86E.F.G. E.F.G.

E.F.G.E.F.G.E.F.G. E.F.G.

E.F.G.

E.F.G.

E.F.G.

E.F.G.

607.46607.91E.F.G. E.F.G.

CO

NC W

ALK

PARKW

AY

LOWEST EXISTING GRADEWITHIN 5'=607.0'

6'-8

"46'-0

"6'-8

"

10'-0

"

16'-2" 14'-912" 29'-0" 9'-10" 28'-6" 17'-0" 16'-2"

3'-0" 132'-1"15'-11

2" 101'-11" 15'-012"

FRONT YARD REAR YARDHWY.DED.

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

STAIR #2 (2/A-11) 2-HR SHAFT

STAIR #1 (2/A-11) 2-HR SHAFT

LANDSCAPE

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

T.D.607'-10"

T.W. T.W.T.W.

T.W. T.W.

T.W.

T.W.T.W.T.W.

STAIR #3 (2/A-11) 2-HR SHAFT

DRIVEWAY

T.W.

AA-10

AA-10

BA-1

0

BA-1

0

T.W.

N 88°54'18" E

N 88°54'21" E

N 01°13'26" W

N 01°13'29" W

Page 4: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-02JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

GARAGE PLANSCALE: 1/8"=1'-0"

NORTH

STANDARD 5

8'-6

"8'-6

"8'-6

"8'-6

"8'-6

"

18'-0"15'-0"

STANDARD 4

STANDARD 3

STANDARD 2

STANDARD 1

8'-6

"8'-6

"8'-6

"9'-0

"9'-0

"

NO

PA

RK

ING

STANDARD 10D.A.

VAN ACCESSIBLE

STANDARD 6

STANDARD 7

STANDARD 8

10"

10"

3'-1

0"

COMPACT 1

COMPACT 2

COMPACT 3

COMPACT 4

COMPACT 5

8'-0

"

COMPACT 6

COMPACT 7

COMPACT 8

COMPACT 9

COMPACT 10

7'-6

"7'-6

"

EXIT

EXIT

2'-6

"1'-6

"2'-6

"2'-6

"2'-6

"1'-6

"1'-6

"

6'-0"

10

PER

M.

2TI

ERBIC

YCLE

PARKI

NG

1.5 HR

ELEVATOR

12

2

131'-512"

16'-2" 14'-912" 29'-0" 9'-10" 28'-6" 17'-0" 16'-2"

59'-4

"27'-6

"10'-8

"21'-2

"

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE MECHANICAL VENTILATION FOR THEGARAGE SECTION 406.4.2 (UNDER SEPARATE PERMIT)

NOTES:

OCCUPANT LOAD: TABLE 1004.1.1

7,627 SQ. FT./200=38<50 2 EXITS REQUIREDREQUIRED EXIT AND STAIR WIDTH 36" (SEC. 1009.4)EXIT ACCESS TRAVEL DISTANCE:TABLE 1016.1 S2 OCCUPANCY 400'

CAR CHARGER CALCULATIONS:TOTAL REQUIRED CARS: 20NO OF CHARGERS REQUIRED@5%= 1NO. OF CHARGERS PROVIDED" 1

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-27 AND 12/A-29

8'-2" HEADROOM CLERANCE

8" CONCRETE WALL

SECURITY CAMERA

CO

AREA DRAIN AND FLOW DIRECTION

EVS SEE NOTES

FENCE WALL

1. SEE PLANS FOR RACEWAY TERMINATION POINT (S), EVCS,AND EVE CHARGERS.2. ONLY UNDERGROUND RACEWAYS AND RELATED UNDERGROUNDEQUIPMENT ARE REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION.3. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITYTO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACESAT THE FULL RATED AMPERAGE OF EVSE. PLAN DESIGN SHALLBE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUITS.A SEPARATE ELECTRICAL PERMIT IS REQUIRED.4. THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORYSHALL IDENTIFY THE OVER-CURRENT PROTECTIVE DEVICESPACE (S) RESERVED FOR FUTURE EV CHARGING PURPOSESAS EV CAPABLE IN ACCORDANCE WITH LOS ANGELESELECTRICAL CODE.

EVS NOTES:

TRASHROOM

3

EXIT

8'-0"RAMP DN

20%RAMP DN

10%RAMP DN

10%

8'-0" 40'-0"

8'-2" MINCLEARANCE

28'-0"

STANDARD 9

ELECTRIC AUTOCHARGERSEE SP-09

A-142

CIRCULATION DRIVEWAY DETAIL

10'-0

"

12'-0"

10'-0"

12'-0

"

10'-0

"31'-7

"

31'-7"

10'-0"

20'-0

"

10'-0

"

25'-9"

ELEVATOREQUIPMENT

ROOM

REC

YCLI

NG

RO

OM

30

SF

6

596'.10"F.F.

596'.10"F.F.

596'.10"F.F.

596'.10"F.F.

596'.10"F.F.

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

T.D.596'-2"

T.D.596'-2"

T.D.596'-10"GUEST 2 BICYCLE

PARKING

IRRIGATION CONTROLSYSTEM, SOIL ORWEATHER BASE

Page 5: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-03JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

SCALE: 1/4"=1'-0"

NORTH

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)

NOTES:OCCUPANT LOAD: TABLE 1004.1.1

4,514 SQ. FT./200=23<50, 2 EXITS REQUIREDREQUIRED EXIT AND STAIR WIDTH 36" (SEC. 1009.4)EXIT ACCESS TRAVEL DISTANCE: TABLE 1016.1OCCUPANCY R2: 250'

30" SINK COUNTER WITH REMOVABLEBASE CABINET AND FINISHED FLOORUNDERNEATH (TYP.) SEE 3/A-24

REMOVABLE BASE CABINET UNDERADAPTABLE LAVATORY. FINISHEDFLOOR UNDER THE CABINET AND 34"MAX. 27" MIN. CLEARANCE. SEEDETAIL 3/A-24

PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDE OF TOILET FORFUTURE GRAB BARS. SEE SHEET#SP-07 SECTION D BATHING ANDTOILET FACILITIES, WATER CLOSET #2DETAILS 8/A-24. PROVIDE TOILETFLUSH CONTROL ON THE WIDE SIDE.PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDES OF TUB/ SHOWER32" TO 38" ABOVE FLOOR FORFUTURE GRAB BARS. SEE SHEET#SP-06 SECTION D BATHING ANDTOILET FACILITIES, BATH TUBS #2DETAIL 8/A-24. PROVIDE ADDITIONALBACKING ON FLOOR FOR FUTUREPOSSIBLE FLOOR MOUNTED GRABBAR.

D

C

E

OPTION #2SEE SHT#SP-05, SP-06, SP-07 FORTYPICAL NOTES

A

SHOWER THRESHOLD MAXIMUM 2" INHEIGHT WITH BEVELED OR SLOPEDANGLE NOT EXCEEDING 1:2

F

NOTE:USE FRONT LOADED APPLIANCESOR PROVIDE ASSISTIVE DEVICE

ADAPTABLE GRAB BAR FLOOR OR SIDE

5 AIR EXCHANGE PER MINUTE MIN.EXHAUST FAN AND FLORESCENT LIGHTFANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TOTERMINATE TO THE OUTSIDE OF THEBUILDING. FANS NOT FUNCTIONING ASA COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, MUST BECONTROLLED BY A HUMIDITYCONTROL.

HARD WIRED SMOKE DETECTORS WITHBATTERY BACK-UP AND LOW BATTERYSIGNAL DWELLING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVEDCARBON MONOXIDE ALARM IN THEFOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATEDWELLING UNITSLEEPING AREA IN THE IMMEDIATEVICINITY OF BEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS

SDCO

WASHER DRYERS SHALL COMPLY WITHSECTION 1135A

18RUP

REF.

D/W

16

W/D28

18

38

2X6

M.C

.

2X6

E30"X48"

5' Ø

D

C

BATH RM #1D.A.

30"X

48"

18

M.C.

2X6

42"X

52"

18

BATH RM#2

D

C

W/D 28

38

REF.D/W

M.C

.

BATH RM#2

C

M.C

.

2X6

BATH RM#1

CD

M.C

.

2X6

BATH RM#2

C D

M.C

.

2X6

BATH RM#1

C D

LIVINGAREA

LIVINGAREA

BEDROOM #2 MASTERBEDROOM

MASTERBEDROOM

BEDROOM #2

KITCHENGRANITE TOP

KITCHENGRANITE TOP

DININGAREA

DININGAREA

SLOPE 2%

BALCONY

EXIT EXIT

10

A-152

A-152

A-152

A-153

A-152

A-153

101'-11"

18'-2" 18'-9" 6'-612" 3'-4" 6'-4" 8'-101

2" 5'-8" 8'-11" 12'-0" 9'-6"

13

'-6"

6'-0

"1

3'-3

1 2"

46

'-0"

101'-11"

11'-2"10'-4"12'-2"12'-2"12'-712"11'-81

2"12'-8"14'-3"

46

'-0"

5'-8

"4

'-5"

5'-0

"8

'-6"

7'-6

1 2"

10

'-101

2"

4'-0

"

2'-5" 2'-5"

2'-5

"1

0'-9

1 2"

6'-9

"5

'-71 2

"6

'-101

2"

6'-312" 7'-61

2" 6'-5" 6'-3" 4'-712"

5'-8

"

3'-10"3'-0" 6'-0" 6'-0" 4'-9" 1'-6"

4'-3

"

18RUP

ELEVATOR

1.5 HRDOOR

16RUP

16RUP

BEDROOM #2 BEDROOM #1 BEDROOM #2BEDROOM #1

18 1818

18

18

18

18 18

1818 18 181818

18

18

1

3'-0

"

18

18 18

18

16

30'-5"15'-5"16'-212"40'-9"

21'-6"24'-4"24'-4"31'-9"

5'-1112" 8'-31

2"3'-51

2"5'-4"

3'-1

1"

6'-1

112"

6'-8

"3

'-6"

11

'-21 2

"6'-31

2"3'-8"1'-8"3'-11"10'-3"2'-6"3'-6"

3'-11" 4'-612" 7'-71

2"

4'-0

"1

0'-2

1 2"7

"

2'-012"

3'-1

1"

11

"5

'-1"

6'-0

"4

'-6"

2'-0

"

8'-512"5'-3"

9'-4"

3'-1

1 2"

6'-312" 3'-11" 11'-31

2"

7'-1

012"

5'-5

"2

'-5"

7'-1

0"

2'-6

"1'-0

"3

'-81 2

"9

'-3"

6'-0

"

9'-3"

?

M.C

.

2X6

E30"X48"

5' Ø

D

CBATH RM #1

D.A.

30"X

48"

18M.C.

2X6

42"X

52"

18

18

BATH RM#2

D

C

2'-5" 8'-3"

7"

2'-0

"7

'-71 2

"6

'-0"

6'-0

"3

'-11

"

1'-6

"

2'-112"6'-2"4'-01

2"

A

A

A

A AA

AA

6'-5

"5

'-2"

3'-0

"6

'-9"

7'-612"5'-111

2"6'-3"4'-2"6'-5"

5'-2

1 2"

4'-3

"

6'-0"6'-0"3'-0"6'-0"21'-012"

F

8

4

UNIT101 UNIT102

E

A-172

42

" GAURD

RAIL

4'-412"

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-15 AND 12/A-17

8" CONCRETE WALL

CO

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

Page 6: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-04JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

SCALE: 1/4"=1'-0"

NORTH

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)

NOTES:OCCUPANT LOAD: TABLE 1004.1.1

4,688 SQ. FT./200=23<50, 2 EXITS REQUIREDREQUIRED EXIT AND STAIR WIDTH 36" (SEC. 1009.4)EXIT ACCESS TRAVEL DISTANCE: TABLE 1016.1OCCUPANCY R2: 250'

REF.

D/W

16

W/D28

18

38

38

2X6

M.C

.

2X6

E30"X48"

5' Ø

D

C

BATH RM #1D.A.

30"X

48"

18

M.C.

2X6

42"X

52"

18

BATH RM#2

D

C

W/D 28

38

REF.D/W

LIVINGAREA

LIVINGAREA

BEDROOM #2 MASTERBEDROOM

MASTERBEDROOM

BEDROOM #2

KITCHENGRANITE TOP

KITCHENGRANITE TOP

DININGAREA

DININGAREA

SLOPE 2%

BALCONY

EXIT EXIT

10

SDSD

A-152

A-152

A-152

A-152

A-153

101'-11"

18'-2" 18'-9" 6'-612" 3'-4" 6'-4" 8'-101

2" 5'-8" 8'-11" 12'-4" 9'-2"

13

'-6"

6'-0

"1

3'-3

1 2"

46

'-0"

101'-11"

11'-2"10'-4"17'-5"6'-11"17'-5"12'-8"14'-3"

46

'-0"

10

'-1"

5'-0

"8

'-6"

7'-6

1 2"

14

'-101

2"

2'-5" 2'-5"

2'-5

"1

0'-9

1 2"

6'-9

"5

'-71 2

"6

'-101

2"

6'-312" 8'-61

2" 8'-1012"

6'-11"8'-101

2"

9'-8

"

3'-10"

4'-3

"

18RDN

ELEVATOR

1.5 HRDOOR

16RDN

18

18

1818

18

18

10

3'-0

"

16

30'-5"15'-5"16'-212"40'-9"

21'-6"24'-4"24'-4"31'-9"

5'-1112" 8'-31

2"3'-51

2"5'-4"

3'-1

1"

10

'-111

2"

6'-8

"3

'-6"

11

'-21 2

"

6'-312"3'-8"1'-8"3'-11"10'-3"2'-6"3'-6"

9'-4"

6'-312" 3'-11" 11'-31

2"

7'-1

012"

5'-5

"2

'-5"

7'-1

0"

2'-6

"1'-0

"3

'-81 2

"9

'-3"

6'-0

"

9'-3"

33 33

?

M.C

.

2X6

E30"X48"

5' Ø

D

CBATH RM #1

D.A.

30"X

48"

18M.C.

2X6

42"X

52"

18

18

BATH RM#2

D

C

2'-5"

2'-112"6'-2"4'-01

2"REF.

D/W

KITCHENGRANITE TOP

16

REF.

D/W

KITCHENGRANITE TOP

16

W/D28

36

SLO

PE 2

%

BALCONY

18

9'-2

"6

'-61 2

"3

'-11

"6

'-101

2"

7'-4

"4

'-2"

2'-0

"6

'-0"

W/D 28

36

SLO

PE 2

%

BALCONY

18

8'-3

"6

'-61 2

"3

'-11

"6

'-101

2"

12

'-5"

2'-0

"

18RUP

A B B

UNIT201

UNIT202

UNIT204

UNIT203

A

A

A

4

F

42

" GAURD

RAIL

D

16RDN

18RDN

42" GAURDRAIL42" GAURDRAIL

6'-5" 8'-612"

6'-5

"5

'-2"

6'-9

"

4'-9"6'-0"6'-0"3'-0"6'-0"6'-0"6'-0"3'-0"

4'-3

"5

'-21 2

"5

'-21 2

"4

'-101

2"

110'

49'-0"

49'>110'/349'>36'-6"

18RDN

42

" GAURD

RAIL

SD

SD

30" SINK COUNTER WITH REMOVABLEBASE CABINET AND FINISHED FLOORUNDERNEATH (TYP.) SEE 3/A-24

REMOVABLE BASE CABINET UNDERADAPTABLE LAVATORY. FINISHEDFLOOR UNDER THE CABINET AND 34"MAX. 27" MIN. CLEARANCE. SEEDETAIL 3/A-24

PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDE OF TOILET FORFUTURE GRAB BARS. SEE SHEET#SP-07 SECTION D BATHING ANDTOILET FACILITIES, WATER CLOSET #2DETAILS 8/A-24. PROVIDE TOILETFLUSH CONTROL ON THE WIDE SIDE.PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDES OF TUB/ SHOWER32" TO 38" ABOVE FLOOR FORFUTURE GRAB BARS. SEE SHEET#SP-06 SECTION D BATHING ANDTOILET FACILITIES, BATH TUBS #2DETAIL 8/A-24. PROVIDE ADDITIONALBACKING ON FLOOR FOR FUTUREPOSSIBLE FLOOR MOUNTED GRABBAR.

D

C

E

OPTION #2SEE SHT#SP-05, SP-06, SP-07 FORTYPICAL NOTES

A

SHOWER THRESHOLD MAXIMUM 2" INHEIGHT WITH BEVELED OR SLOPEDANGLE NOT EXCEEDING 1:2

F

NOTE:USE FRONT LOADED APPLIANCESOR PROVIDE ASSISTIVE DEVICE

ADAPTABLE GRAB BAR FLOOR OR SIDE

5 AIR EXCHANGE PER MINUTE MIN.EXHAUST FAN AND FLORESCENT LIGHTFANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TOTERMINATE TO THE OUTSIDE OF THEBUILDING. FANS NOT FUNCTIONING ASA COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, MUST BECONTROLLED BY A HUMIDITYCONTROL.

HARD WIRED SMOKE DETECTORS WITHBATTERY BACK-UP AND LOW BATTERYSIGNAL DWELLING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVEDCARBON MONOXIDE ALARM IN THEFOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATEDWELLING UNITSLEEPING AREA IN THE IMMEDIATEVICINITY OF BEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS

SDCO

WASHER DRYERS SHALL COMPLY WITHSECTION 1135A

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-15 AND 12/A-17

8" CONCRETE WALL

CO

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

2'-6"

Page 7: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-05JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

SCALE: 1/4"=1'-0"

NORTH

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)

NOTES:OCCUPANT LOAD: TABLE 1004.1.1

4,688 SQ. FT./200=23<50, 2 EXITS REQUIREDREQUIRED EXIT AND STAIR WIDTH 36" (SEC. 1009.4)EXIT ACCESS TRAVEL DISTANCE: TABLE 1016.1OCCUPANCY R2: 250'

30" SINK COUNTER WITH REMOVABLEBASE CABINET AND FINISHED FLOORUNDERNEATH (TYP.) SEE 3/A-24

REMOVABLE BASE CABINET UNDERADAPTABLE LAVATORY. FINISHEDFLOOR UNDER THE CABINET AND 34"MAX. 27" MIN. CLEARANCE. SEEDETAIL 3/A-24

PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDE OF TOILET FORFUTURE GRAB BARS. SEE SHEET#SP-07 SECTION D BATHING ANDTOILET FACILITIES, WATER CLOSET #2DETAILS 8/A-24. PROVIDE TOILETFLUSH CONTROL ON THE WIDE SIDE.PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDES OF TUB/ SHOWER32" TO 38" ABOVE FLOOR FORFUTURE GRAB BARS. SEE SHEET#SP-06 SECTION D BATHING ANDTOILET FACILITIES, BATH TUBS #2DETAIL 8/A-24. PROVIDE ADDITIONALBACKING ON FLOOR FOR FUTUREPOSSIBLE FLOOR MOUNTED GRABBAR.

D

C

E

OPTION #2SEE SHT#SP-05, SP-06, SP-07 FORTYPICAL NOTES

A

SHOWER THRESHOLD MAXIMUM 2" INHEIGHT WITH BEVELED OR SLOPEDANGLE NOT EXCEEDING 1:2

F

NOTE:USE FRONT LOADED APPLIANCESOR PROVIDE ASSISTIVE DEVICE

ADAPTABLE GRAB BAR FLOOR OR SIDE

5 AIR EXCHANGE PER MINUTE MIN.EXHAUST FAN AND FLORESCENT LIGHTFANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TOTERMINATE TO THE OUTSIDE OF THEBUILDING. FANS NOT FUNCTIONING ASA COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, MUST BECONTROLLED BY A HUMIDITYCONTROL.

HARD WIRED SMOKE DETECTORS WITHBATTERY BACK-UP AND LOW BATTERYSIGNAL DWELLING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVEDCARBON MONOXIDE ALARM IN THEFOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATEDWELLING UNITSLEEPING AREA IN THE IMMEDIATEVICINITY OF BEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS

SDCO

WASHER DRYERS SHALL COMPLY WITHSECTION 1135A

REF.

D/W

16

W/D28

18

38

38

2X6

M.C

.

2X6

E30"X48"

5' Ø

D

C

BATH RM #1D.A.

30"X

48"

18

M.C.

2X6

42"X

52"

18

BATH RM#2

D

C

W/D 28

38

REF.D/W

LIVINGAREA

LIVINGAREA

BEDROOM #2MASTER

BEDROOM

MASTERBEDROOM

BEDROOM #2

KITCHENGRANITE TOP

KITCHENGRANITE TOP

DININGAREA

DININGAREA

SLOPE 2%

BALCONY

EXIT EXIT

10

SDSD

A-152

A-152

A-152

A-152

A-153

101'-11"

18'-2" 18'-9" 6'-612" 3'-4" 6'-4" 8'-101

2" 5'-8" 8'-11" 12'-4" 9'-2"

13

'-6"

6'-0

"1

3'-3

1 2"

46

'-0"

101'-11"

11'-2"10'-4"17'-5"6'-11"17'-5"12'-8"14'-3"

46

'-0"

10

'-1"

5'-0

"8

'-6"

7'-6

1 2"

14

'-101

2"

2'-5" 2'-5"

2'-5

"1

0'-9

1 2"

6'-9

"5

'-71 2

"6

'-101

2"

6'-312" 8'-61

2" 8'-1012"

6'-11"

8'-1012"

9'-8

"

3'-10"

4'-3

"

18RUP

ELEVATOR

1.5 HRDOOR

18

18

1818

18

18

1

3'-0

"

16

30'-5"15'-5"16'-212"40'-9"

21'-6"24'-4"24'-4"31'-9"

5'-1112" 8'-31

2"3'-51

2"5'-4"

3'-1

1"

10

'-111

2"

6'-8

"3

'-6"

11

'-21 2

"6'-31

2"3'-8"1'-8"3'-11"10'-3"

2'-6"3'-6"

9'-4"

6'-312" 3'-11" 11'-31

2"

7'-1

012"

5'-5

"2

'-5"

7'-1

0"

2'-6

"1'-0

"3

'-81 2

"9

'-3"

6'-0

"

9'-3"

33 33

?

M.C

.

2X6

E30"X48"

5' Ø

D

CBATH RM #1

D.A.

30"X

48"

18M.C.

2X6

42"X

52"

18

18

BATH RM#2

D

C

2'-5"

2'-112"6'-2"4'-01

2"REF.

D/W

KITCHENGRANITE TOP

16

REF.

D/W

KITCHENGRANITE TOP

16

W/D28

36

SLO

PE 2

%

BALCONY

18

9'-2

"6

'-61 2

"3

'-11

"6

'-101

2"7

'-4"

4'-2

"2

'-0"

6'-0

"

W/D 28

36

SLO

PE 2

%

BALCONY

18

8'-3

"6

'-61 2

"3

'-11

"6

'-101

2"

12

'-5"

2'-0

"

18RUP

8

4

18RDN

16RUP

A B

A

F

A

A

B42" GAURDRAIL42" GAURDRAIL

42

" GAURD

RAIL

16RUP

4'-9"6'-0"6'-0"3'-0"6'-0"6'-0"6'-0"3'-0"

UNIT301

UNIT302

UNIT304

UNIT303

D

18RDN

18RUP

18RUP

SD

SD

42

" GAURD

RAIL

SLOPE 2%

BALCONY

5'-2

1 2"4

'-101

2"

5'-2

1 2"

6'-5" 8'-612"

6'-5

"5

'-2"

6'-9

"

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-15 AND 12/A-17

8" CONCRETE WALL

CO

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

2'-6"

Page 8: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-06JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

SCALE: 1/4"=1'-0"

NORTH

PROVIDE SUPERVISED AUTOMATICFIRE SPRINKLER SYSTEM IN ACCORDANCEWITH SECTION 903.3.1.1 NFPA13THROUGH OUT THE BUILDING(UNDER SEPARATE PERMIT)PROVIDE FIRE ALARM SYSTEM APPROVEDBY THE FIRE DEPARTMENT PRIOR TOINSTALLATION THROUGHOUT THE BUILDING(UNDER SEPARATE PERMIT)

NOTES:OCCUPANT LOAD: TABLE 1004.1.1

4,688 SQ. FT./200=23<50, 2 EXITS REQUIREDREQUIRED EXIT AND STAIR WIDTH 36" (SEC. 1009.4)EXIT ACCESS TRAVEL DISTANCE: TABLE 1016.1OCCUPANCY R2: 250'

30" SINK COUNTER WITH REMOVABLEBASE CABINET AND FINISHED FLOORUNDERNEATH (TYP.) SEE 3/A-24

REMOVABLE BASE CABINET UNDERADAPTABLE LAVATORY. FINISHEDFLOOR UNDER THE CABINET AND 34"MAX. 27" MIN. CLEARANCE. SEEDETAIL 3/A-24

PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDE OF TOILET FORFUTURE GRAB BARS. SEE SHEET#SP-07 SECTION D BATHING ANDTOILET FACILITIES, WATER CLOSET #2DETAILS 8/A-24. PROVIDE TOILETFLUSH CONTROL ON THE WIDE SIDE.PROVIDE 2X6 BLOCKING WITHIN WALLAT BACK AND SIDES OF TUB/ SHOWER32" TO 38" ABOVE FLOOR FORFUTURE GRAB BARS. SEE SHEET#SP-06 SECTION D BATHING ANDTOILET FACILITIES, BATH TUBS #2DETAIL 8/A-24. PROVIDE ADDITIONALBACKING ON FLOOR FOR FUTUREPOSSIBLE FLOOR MOUNTED GRABBAR.

D

C

E

OPTION #2SEE SHT#SP-05, SP-06, SP-07 FORTYPICAL NOTES

A

SHOWER THRESHOLD MAXIMUM 2" INHEIGHT WITH BEVELED OR SLOPEDANGLE NOT EXCEEDING 1:2

F

NOTE:USE FRONT LOADED APPLIANCESOR PROVIDE ASSISTIVE DEVICE

ADAPTABLE GRAB BAR FLOOR OR SIDE

5 AIR EXCHANGE PER MINUTE MIN.EXHAUST FAN AND FLORESCENT LIGHTFANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TOTERMINATE TO THE OUTSIDE OF THEBUILDING. FANS NOT FUNCTIONING ASA COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, MUST BECONTROLLED BY A HUMIDITYCONTROL.

HARD WIRED SMOKE DETECTORS WITHBATTERY BACK-UP AND LOW BATTERYSIGNAL DWELLING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVEDCARBON MONOXIDE ALARM IN THEFOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATEDWELLING UNITSLEEPING AREA IN THE IMMEDIATEVICINITY OF BEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS

SDCO

WASHER DRYERS SHALL COMPLY WITHSECTION 1135A

M.C

.

BATH RM#2

C

M.C

.

2X6

BATH RM#1

CD

M.C

.

2X6

BATH RM#2

C D

M.C

.

2X6

BATH RM#1

C D

A-152

A-153

A-153

101'-11"

18'-2" 18'-9" 6'-612" 3'-4" 6'-4" 8'-101

2" 5'-8" 8'-11" 12'-4" 9'-2"

13

'-6"

13

'-9"

46

'-0"

101'-11"

11'-2"10'-4"12'-2"12'-2"12'-712"11'-81

2"

46

'-0"

10

'-1"

5'-0

"8

'-6"

7'-6

1 2"

14

'-101

2"

18

'-9"

6'-9

"6

'-101

2"

7'-612" 6'-5" 6'-3" 4'-71

2"

9'-8

"

3'-10"

4'-3

"

ELEVATOR

BEDROOM #2 BEDROOM #1 BEDROOM #2BEDROOM #1

18 1818

18

18 18

1818 18 18

10

3'-0

"

18

18 18

18

30'-5"15'-5"16'-212"40'-9"

21'-6"24'-4"24'-4"31'-9"

3'-11" 4'-612" 7'-71

2"

14

'-21 2

"7

"

2'-012"

3'-1

1"

11

"5

'-1"

6'-0

"4

'-6"

2'-0

"

8'-512"5'-3"

3'-1

1 2"

8'-3"

7"

2'-0

"7

'-71 2

"6

'-0"

6'-0

"3

'-11

"

1'-6

"

18RUP

D

A

B

H

OPEN TO BELOW

A

B

G

G

18RDN

16RDN

MEZZ 150 SF

SD

MEZZ 150 SF

SD

16RDN

OPEN TO BELOW

OPEN TO BELOW

SDSDSDSD

5'-2

1 2"

4'-3

"5

'-21 2

"4

'-101

2"

4'-2" 6'-3" 5'-1112" 7'-61

2"

6'-1

012"

6'-9

"

18RDN 18R

DN

SLO

PE 2

%

OPEN TO BELOW

A A A

F

WATER CURTAIN INSTALLED IN ACCORDANCEWITH SEC. 903.3.1.1

EXIT SIGN W/ EMERGENCY LIGHT

HARD WIRED SMOKE DETECTORS WITH BATTERYBACK-UP AND LOW BATTERY SIGNAL DWELLING UNITSWITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED SHALL HAVE AN APPROVED CARBONMONOXIDE ALARM IN THE FOLLOWING LOCATIONS:1. OUTSIDE OF EACH SEPARATE DWELLING UNITSLEEPING AREA IN THE IMMEDIATE VICINITY OFBEDROOM(S)2. ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS5 AIR EXCHANGE PER MINUTE MIN. EXHAUST FAN ANDFLORESCENT LIGHT FANS SHALL BE ENERGY STARCOMPLIANT AND BE DUCTED TO TERMINATE TO THEOUTSIDE OF THE BUILDING. FANS NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL.

FINISHED FLOOR

8" SOLID GROUTED CONCRETE BLOCK WALL

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER

EXISTING GRADE ELEVATION

FIRE EXTINGUISHER, RECESSED INTO WALL.

00.00

A.D.

E.F.G.

F.F.

T.W. TOP OF WALL

EXISTING FINISH GRADE

AREA DRAIN

F.E.

FS

1

A WINDOW TYPE

DOOR TYPE

LEGEND:

EXIT

SD

T.D. TOP OF DRAIN

1-HR RATED WOOD FRAMING. PROVIDE X6 MIN. WOODFRAMING FOR ALL PLUMBING WALLS 11/A-26.

1

324 INTERIOR ELEVATION MARKER

14" DROP SOFFIT. VERIFY SIZE PRIOR TO CONSTRUCTIONVOID SOFFITS SHALL BE FILLED WITH INSULATION ANDSOFFITS WITH AIR-CONDITIONING DUCTS SHALL BE PRE-LIMED WITH 5/8" THICK GYP BD TAPED AND INSPECTEDPRIOR TO INSTALLATION OF THE DUCTS. AREAS REQUIRINGINSULATION ABOVE AND THE SIDE OF THE SOFFITS SHALLBE INSULATED AND INSPECTED PRIOR TO THE PRELIMDRYWALL SEE DETAIL 6&7/A-15 AND 12/A-17

8" CONCRETE WALL

CO

1-HR 50 STC WALL SEE DETAIL 2/A-15 FIRE BARRIER (PLB'S WALL)

2-HR 50 STC WALL SEE DETAIL 3/A-15 FIRE BARRIER (PLB'S WALL)

Page 9: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-07JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

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

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

FIRST FLOOR LINE

3RD FLOOR PLATE LINE

2ND FLOOR LINE

2ND FLOOR PLATE LINE

3RD FLOOR LINE

9'-1

1 2"

9'-1

1 2"

618'-3"

608'-0"

629'-6"

GRADE PLANE 607.30'

45'-0

"

LOWEST GRADEWITHIN 5' 607.0'ZONING CODE

43'-1

01 2"

2'-6

"PARAPET LINEAVE. ROOF LINE

no parapet required persec. 705.11 exception 4

BUILDING CODE

BUIL

DIN

G H

EIG

HT

PER

BUIL

DIN

G C

OD

E<60' O

.K.

4TH FLOOR PLATE LINE

4TH FLOOR LINE

9'-1

1 2"

639'-9"

650'-0"ROOF SHEATHING LINE

1ST FLOOR PLATE LINE

9'-1

1 2"

BUIL

DIN

G H

EIG

HT

PER

ZONIN

G C

OD

E<45' O

.K.

FIRST FLOOR LINE

3RD FLOOR PLATE LINE

2ND FLOOR LINE

2ND FLOOR PLATE LINE

3RD FLOOR LINE

9'-1

1 2"

9'-1

1 2"

GRADE PLANE 607.30'

45'-0

"

LOWEST GRADEWITHIN 5' 607.0'ZONING CODE

43'-1

01 2"

2'-6

"PARAPET LINEAVE. ROOF LINE

no parapet required persec. 705.11 exception 4

BUILDING CODE

BUIL

DIN

G H

EIG

HT

PER

BUIL

DIN

G C

OD

E<60' O

.K.

4TH FLOOR PLATE LINE

4TH FLOOR LINE

9'-1

1 2"

ROOF SHEATHING LINE

1ST FLOOR PLATE LINE

9'-1

1 2"

BUIL

DIN

G H

EIG

HT

PER

ZONIN

G C

OD

E<45' O

.K.

652'-6"

EXTERIOR WALL OPENING: (SEC. 705.8.1) (1O' SIDE YARD)

GARAGE LEVEL:TOTAL EXTERIOR WALL AREA: 120'X11'3"=1,350 SQ. FT.TOTAL OPENING AREA: 48'X4'4"=208 SQ. FT.

208/1,350=15.40%<25% ALLOWED2ND THRU 4TH FLOOR LEVEL:

TOTAL EXTERIOR WALL AREA: 120'X10'3"=1,230 SQ. FT.TOTAL OPENING AREA: 2x3'x4'6"+2x8'6"x5'6"+2X8'X4'6"=196 SQ. FT.

196/1,350=14.50<25% ALLOWED

7'-6

"

6'-0

"

6'-0

"

6'-0

"

3'-0

"

618'-3"

608'-0"

629'-6"

639'-9"

650'-0"

652'-6"

Page 10: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

06-12-2017

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-08JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

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

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

FIRST FLOOR LINE

3RD FLOOR PLATE LINE

2ND FLOOR LINE

2ND FLOOR PLATE LINE

3RD FLOOR LINE

9'-1

1 2"

9'-1

1 2"

GRADE PLANE 607.30'

45'-0

"

LOWEST GRADEWITHIN 5' 607.0'ZONING CODE

43'-1

01 2"

2'-6

"PARAPET LINEAVE. ROOF LINE

no parapet required persec. 705.11 exception 4

BUILDING CODE

BUIL

DIN

G H

EIG

HT

PER

BUIL

DIN

G C

OD

E<60' O

.K.

4TH FLOOR PLATE LINE

4TH FLOOR LINE

9'-1

1 2"

ROOF SHEATHING LINE

1ST FLOOR PLATE LINE

9'-1

1 2"

BUIL

DIN

G H

EIG

HT

PER

ZONIN

G C

OD

E<45' O

.K.

FIRST FLOOR LINE

3RD FLOOR PLATE LINE

2ND FLOOR LINE

2ND FLOOR PLATE LINE

3RD FLOOR LINE

9'-1

1 2"

9'-1

1 2"

GRADE PLANE 607.30'

45'-0

"

LOWEST GRADEWITHIN 5' 607.0'ZONING CODE

43'-1

01 2"

2'-6

"PARAPET LINEAVE. ROOF LINE

no parapet required persec. 705.11 exception 4

BUILDING CODE

BUIL

DIN

G H

EIG

HT

PER

BUIL

DIN

G C

OD

E<60' O

.K.

4TH FLOOR PLATE LINE

4TH FLOOR LINE

9'-1

1 2"

ROOF SHEATHING LINE

1ST FLOOR PLATE LINE

9'-1

1 2"

BUIL

DIN

G H

EIG

HT

PER

ZONIN

G C

OD

E<45' O

.K.

EXTERIOR WALL OPENING: (SEC. 705.8.1) (1O' SIDE YARD)

GARAGE LEVEL:TOTAL EXTERIOR WALL AREA: 120'X11'3"=1,350 SQ. FT.TOTAL OPENING AREA: 48'X4'4"=208 SQ. FT.

208/1,350=15.40%<25% ALLOWED2ND THRU 4TH FLOOR LEVEL:

TOTAL EXTERIOR WALL AREA: 120'X10'3"=1,230 SQ. FT.TOTAL OPENING AREA: 2x3'x4'6"+2x8'6"x5'6"+2X8'X4'6"=196 SQ. FT.

196/1,350=14.50<25% ALLOWED

EXTERIOR WALL OPENING: (SEC. 705.8.1) (1O' SIDE YARD)

GARAGE LEVEL:TOTAL EXTERIOR WALL AREA: 120'X11'3"=1,350 SQ. FT.TOTAL OPENING AREA: 48'X4'4"=208 SQ. FT.

208/1,350=15.40%<25% ALLOWED2ND THRU 4TH FLOOR LEVEL:

TOTAL EXTERIOR WALL AREA: 120'X10'3"=1,230 SQ. FT.TOTAL OPENING AREA: 2x3'x4'6"+2x8'6"x5'6"+2X8'X4'6"=196 SQ. FT.

196/1,350=14.50<25% ALLOWED

6'-0

"

6'-0

"

6'-0

"

3'-0

"

6'-1

0"

3'-0"

618'-3"

608'-0"

629'-6"

639'-9"

650'-0"

652'-6"

618'-3"

608'-0"

629'-6"

639'-9"

650'-0"

652'-6"

Page 11: RIVERTON APARTMENTS 10-Unit Apartments...VAN NUYS, CA 61406 818-344-5787. DABA ENGINEERING GROUP RICHARD CARRIZOSA 15206 GRAYSTONE AVE. NORWALK, CA 90650 562-375-8991 SOIL ENGINEER

06-12-2017 06-12-2017

AFCO Design, Inc.10635 Santa Monica Blvd. #190Los Angeles, California 90025

Phone: 424.789.8001afcodevelopment.com

THIS DOCUMENT IS THE PROPERTY AND COPY RIGHT OFAFCO DESIGN, INC. AND SHALL NOT BE USED ON ANY OTHERWORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT

BY LETTER AUTHORIZATION FROM AFCO DESIGN, INC.

SHEET NO. A-09JOB ADDRESS: 5254 RIVERTON AVE.

06-12-2017

ROOF PLANSCALE: 1/8"=1'-0"

NORTH

A/C EQUIPMENT30" HIGH

WATER HEATERPLATFORM

W/H EQUIPMENT48" HIGH

GREEN BUILDING SOLAR ROOF NOTES:

ROOF AREA: 4,300 SQ. FT.15% REQUIRED: 645 SQ. FT.AREA PROVIDED: 650 SQ. FT.

SLO

PE1/2

" PER

12"

650 SQ. FT. AREAFOR FUTURE INSTALLATION

OF SOLAR PANELS

UNDER SEPARATEPERMIT

1" CONDUIT FORFUTURE SOLAR

4'-0

"17'-0

"4'-0

"

4'-0"38'-312"4'-0"

WATER HEATERPLATFORM 8'-0"

20RDN

10'-0

"

10'-0"

10'-0

"

10'-0

"

10'-0

"

16'-0"

10