AD

FD

PROJECT NAME:

ADDRESS:

PROJECT DESCRIPTION:

CONSTRUCTION TYPE:

ZONING:

FLOOD ZONE:

SITE AREA:

OCCUPANCY TYPE:

GROSS BUILDING AREA: (E) BUILDING AREA = RENOVATED BUILDING AREA

UNDER EXISTING ROOF = (N) BUILDING ADDITION =

TOTAL =

ALLOWABLE BUILDING AREA (TABLE 503)OCCUPANCYAREAS: A-3 = E =

TOTAL =

(A-3/ ALLOWABLE A-3) + (E/ ALLOWABLE E) <= 1 (5,533/ 18,000) + (3,049/ 28,500) = 0.42 <= 1

PER 506.3, BUILDING AREA INCREASE OF 300%.

PARKING PROVIDED:

FIRE SPRINKLERS:

FIRE ALARM:

FIRE SEPARATION DISTANCE: PER TABLE 705.8, UNLIMITED UNPROTECTED

OPEN AREA ALLOWED WHEN DISTANCE IS 20' OR GREATER.

PER TABLE 602, EXTERIOR WALLS ARE REQUIREDTO HAVE NO FIRE RATING FOR OCCUPANCY

GROUPS A AND E, WHEN THE FIRE SEPARATION DISTANCE IS 10'.

PROJECT INFORMATIONMAR VISTA GARDENS BOYS & GIRLS CLUB

4901 MARIONWOOD DRIVELOS ANGELES, CA 90230

REMODEL OF (E) ACTVITY ROOM, OFFICEAND ADDITION OF CLASSROOM AND OFFICES

TYPE V-B

R1-1

NO

28,804 SF

E: EDUCATIONALA-3: ASSEMBLY

7,262 SF

995 SF1,310 SF9,567 SF

5,533 SF3,049 SF8,582 SF

2 (E) ACCESSIBLE18 (E) STANDARD 1 (E) COMPACT 1 (N) COMPACT22 TOTAL SPACES

NFPA-13 SYSTEM

AUTOMATIC AND MANUAL SYSTEM

2011 EDITION OF THE CITY OF LOS ANGELES BUILDING CODE, VOLUMES 1 AND 2

2011 EDITION OF THE CITY OF LOS ANGELES ELECTRICAL CODE

2011 EDITION OF THE CITY OF LOS ANGELES PLUMBING CODE

2011 EDITION OF THE CITY OF LOS ANGELES MECHANICAL CODE

2011 EDITION OF THE CITY OF LOS ANGELES GREEN CODE

RELATED CODES AND STANDARDS:

CALIFORNIA BUILDING STANDARDS CODE, PARTS 2-5, 7, 8, 10, AND 11

BUILDING CODES USED

CIVIL ENGINEERPE&C CIVIL ENGINEERING909 NORTH AVIATION BLVD, STE #3MANHATTAN BEACH, CA 90266PHONE 310.318.5069CONTACT MATT PETRONI

STRUCTURAL ENGINEEREFFICIENT CONSULTIN ENGINEERS1423 SOUTH BEVERLY GLEN BLVD, STE ALOS ANGELES, CA 90024PHONE 310.474.1795CONTACT KOJE SHORAKA

M/ P ENGINEERVLA ENGINEERING14416 HAMLIN ST, STE 204VAN NUYS, CA 91401PHONE 818.787.3307CONTACT VLADIMIR LUBOMORSKY

PROJECT TEAM

OWNERHOUSING AUTHORITY OF THE CITY OF LOS ANGELES2600 WILSHIRE BLVD, 4TH FLOORLOS ANGELES, CA 90057

CLIENTBOYS & GIRLS CLUB OF SANTA MONICA1238 LINCOLN BLVDSANTA MONICA, CA 90401P: 310.361.8500CONTACT: AARON YOUNG

ARCHITECTKILLEFER FLAMMANG ARCHITECTS1625 OLYMPIC BLVDSANTA MONICA, CA 90404P: 310.399.7975CONTACT: CHRISTINE CHO x226

ELECTRICAL ENGINEERG&W CONSULTING ELECTRICAL ENGINEERS1729 ABBOT KINNEY BLVDVENICE, CA 90291PHONE 310.827.4150CONTACT DON WARREN

LIGHTING DESIGNERTHE RUZIKA COMPANY2 EXECUTIVE CIRCLE, STE 290IRVINE, CA 92614PHONE 949.253.3479CONTACT BETTY ANN CASTENEDA

G000 PROJECT INFORMATIONG020 CODE ANALYSISG030 GENERAL, FIRE AND ACCESSIBILITY NOTESG040 ACCESSIBILITY NOTESG041 TYPICAL DAS DETAILSG042 TYPICAL DAS DETAILSG050 GREEN NOTES

C100 IMPROVEMENT PLANC200 L.I.D. CHARACTERISTICS & DETAILS

D100 DEMOLITION SITE PLAND110 DEMOLITION PLANSD200 DEMOLITION ELEVATIONS/ SECTIONS

A100 SITE PLANA110 PLANSA200 ELEVATIONSA300 BUILDING SECTIONSA400 WALL SECTIONSA600 INTERIOR ELEVATIONSA601 INTERIOR ELEVATIONSA602 INTERIOR ELEVATIONSA603 ENLARGED RESTROOMS / KITCHENA700 REFLECTED CEILING AND FURNITURE PLANA701 FLOOR FINISH PLAN AND FINISH SCHEDULEA800 DOOR AND WINDOW SCHEDULES

A900 TYPICAL ASSEMBLIES AND DOOR DETAILSA910 EXTERIOR DETAILSA940 ROOF DETAILSA960 WINDOW DETAILSA980 INTERIOR DETAILS

S100 GENERAL NOTESS101 TYPICAL DETAILSS102 TYPICAL DETAILSS200 FOUNDATION PLANS201 ROOF FRAMING PLANS300 DETAILS

M001 SCHEDULE, LEGEND AND NOTESM110 MECHANICAL PLANSM201 DETAILS AND CONTROLSM301 ENERGY FORMSM302 ENERGY FORMS

P110 PLUMBING PLANS, RISER DIAGRAM & NOTES

E100 ELECTRICAL SITE PLANE200 FIXTURE SCHEDULE SYMBOLS & NOTESE300 ELECTRICAL DEMOLITION PLANE400 LIGHTING PLANE500 POWER PLANE600 ROOF PLANE700 SINGLE LINE RISER DIAGRAME800 INDOOR T24 CALCULATIONSE900 OUTDOOR T24 CALCULATIONS

SHEET INDEX

LOT SIZE REQUIREMENT: 5,000 SF, PER LAMC

GROSS LOT SIZE: 28,804 SF

ALLOWABLE BLDG HEIGHT: 33' - 0", PER LAMC

PROPOSED BLDG HEIGHT: 26' - 0" (EXISTING BUILDING)

SETBACKS: FRONT YARD: NO LESS THAN 20% OF THE DEPTH OF THE LOT (20' - 0" MAX)

SIDE YARD: 5' - 0" REAR YARD: 15' - 0"

ZONING DATAARCHITECTURAL ABBREVIATIONSATDIAMETER

ANCHOR BOLTAIR CONDITIONINGACOUSTIC CEILING TILEAMERICANS WITH DISABILITIES ACT

ADJACENTABOVE FINISH FLOORALTERNATEALUMINUMAPPROXIMATELYARCHITECT

BOARDBRACE FRAMEBLOCKBEAMBETWEEN

CABINETCENTER LINECLOSETCEILINGCLEARCONCRETE MASONRY UNITCOLUMNCONCRETECONTINUOUSCONTRACTORCARPETCOURSESCERAMIC TILE

DEMOLISHDISABLED ACCESSDOUBLEDIAMETERDIMENSIONDOWNDOWNSPOUTDRAWING

EXISTINGELECTRICALELEVATOREDGE OF SLABEQUALEXTERIOR

FIRE EXTINGUISHERFINISH FLOORFINISHFLOOR JOIST

@Ø

ABA/CACTADA

ADJAFFALTALUMAPPROXARCH

BDBFBLKBMBTWN

CAB

CLCLGCLRCMUCOLCONCCONTCONTRCPTCRSCT

(D)DASDBLDIADIMDNDSDWG

(E)ELECTELEVEOSEQEXT

FEFFFINFJ

PROPERTY LINEPROTECT IN PLACEPLASTIC LAMINATEPAINTPAINTED

QUANTITY

RADIUS or RISERREFLECTED CEILING PLANROOF DRAINREFRIGERATORREQUIREDREVISION or REVISEDROOMRIGHT OF WAYRESTROOM

SOLID CORESOLID CORE WOODSQUARE FEETSHEETSHEATHINGSIMILARSLOPESTAINLESS STEELSTEELSTRUCTURAL

TREADTO BE DETERMINEDTHRESHOLDTHICKTRUSS JOISTTOP OFTOP OF CONCRETETOP OF PLATETOP OF SLABTOP OF SHEATHINGTOP OF WALLTYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILEVERTICALVERIFY IN FIELD

WITHWATER CLOSETWOODWATER HEATERWATERPROOFWORK POINT

PIPPLAMPTPTD

QTY

RRCPRDREFREQ'DREVRMROWRRM

SCSCWSFSHTSHTGSIMSLST STLSTLSTRUCT

TTBDTHTHKTJTOTOCTOPTOSTOSHTGTOWTYP

UNO

VCTVERTVIF

W/WCWDWHWPWPT

FLOORFLOOR MATERIAL CHANGEFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDFIRE RESISTIVEFINISH SURFACE

GAGEGALVANIZEDGRAB BARGENERAL CONTRACTORGYPSUM BOARD

HOSE BIBBHOLLOW COREHOLLOW CORE WOODHEADERHOLLOW METALHANDRAILHEIGHT

INSULATIONINTERIOR

JOIST

LAMINATELAVATORYLINOLEUM

MAXIMUMMECHANICALMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOUNTEDMETAL

NOTENEWNOT IN CONTRACTNOT TO SCALE

ON CENTEROWNER FURNISHED-CONTRACTOR INSTALLEDOWNER FURNISHED-OWNER INSTALLEDOWNER FURNISHED-VENDOR INSTALLEDOVERHEADOPENING

FLRFMCFOCFOFFOMFOSFRFS

GAGALVGBGCGYP BD

HBHCHCWHDRHMHRHT

INSINT

JST

LAMLAVLIN

MAXMECHMFRMINMISCMOMTDMTL

N(N)NICNTS

OCOFCI

OFOI

OFVI

OHOPNG

LP

CL

ARCHITECTURAL SYMBOLS

DETAIL

BUILDING SECTION

WALL SECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

ELEVATION MARK

N13

WINDOW MARK

DOOR MARK

WALL TYPE

WORK POINT

NOTE

ACCESSIBLE PATH OF TRAVEL

FENCE

EXIT SIGN

ALIGN FINISHES

SMOKE DETECTOR

FIRE EXTINGUISHER ASSHOWN ON PLANS OR ASREQ'D BY THE FIRE DEPTFIELD INSPECTOR. FULLYRECESS WHERE POSSIBLE.

AREA DRAIN

FLOOR DRAIN

FLOOR MATERIALTRANSITION

SECURITY OPENING

1A101

1A101

1A101

A900

A

B

C

D

1A101

KK

222.2

1

WPT

SD

FE

FMC

SITE:4901 MARIONWOOD DRLOS ANGELES, CA 90230

VICINITY MAP

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/10/2014 3:07:25 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

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G000

PROJECTINFORMATION

3/12/14

12018

PERMIT SET

DN

DN

OFFICE

OLF = 10049 SF

1 OCCUPANT

OFFICE

OLF = 10049 SF

1 OCCUPANT

OFFICE

OLF = 10049 SF

1 OCCUPANT

OFFICE

OLF = 10074 SF

1 OCCUPANT

EDUCATION CENTER

OLF = 20571 SF

28 OCCUPANTS

ART SHOP

OLF = 20406 SF

20 OCCUPANTS

TECHNOLOGY CENTER

OLF = 20361 SF

18 OCCUPANTS

SOCIAL REC CENTER

OLF = 15925 SF

61 OCCUPANTS

KITCHEN

OLF = 200176 SF

1 OCCUPANT

RECEPTION

OLF = 100143 SF

1 OCCUPANT

OFFICE

OLF = 100208 SF

2 OCCUPANTS

TEEN CENTER

OLF = 15909 SF

60 OCCUPANTS

GYMNASIUM

OLF = 153257 SF

217 OCCUPANTS

PRACTICE ROOM

OLF = 20219 SF

11 OCCUPANTS

STUDIO

OLF = 2080 SF

4 OCCUPANTS

SOUND BOOTH

OLF = 2086 SF

4 OCCUPANTS

212 42.4 42EXIT #1

123 24.6 72EXIT #2

27 5.4 36EXIT #3

107 21.4 36EXIT #4

EXIT #5

RESTROOMS

OLF = 100578 SF

6 OCCUPANTS

STORAGE

OLF = 200135 SF

1 OCCUPANT

176 SFLOBBY

OLF = 15442 SF

29 OCCUPANTS

E E

E A-3

A-3

A-3

E E

E

EXITING DIAGRAM AND OCCUPANCY CALCULATIONS

90' - 1"

35' - 1"

LEGEND

XX X.X XX

PROVIDED WIDTH (INCHES)

REQ. WIDTH (INCHES)(# OF OCC X 0.2)# OF OCC.

PATH OF TRAVEL

EXIT DOOR #

PLUMBING FIXTURE COUNT

(E) PLAYGROUND

ADJACENT1 STORY

(E)BUILDING

TOREMAIN

MARIONWOOD DR

(E) SERVICE DRIVE

(N) 1STORYADD'N

(E) 1 STORY BUILDING

10' -

0"

25' -

0"

(E) 20

' - 0"IM

AGIN

ARY

PL

30' -

0"

PL 618.85'

22' - 0"(E) MULTI-FAMILY BUILDING

2 FLOORS / 20' HEIGHT

(E) MULTI-FAMILY

BUILDING2 FLOORS /20' HEIGHT

(E) MULTI-FAMILY BUILDING2 FLOORS / 20' HEIGHT

(E) MULTI-FAMILY BUILDING2 FLOORS / 20' HEIGHT

50'12.5'

0' 25' 100'

PL 28

1.0'

PL 699.61'

PL 11

8.38'

30' -

0"30

' - 0"

175' - 0"

175' - 0"

175' - 0"

MARI

ONW

OOD

DR

618' - 7"

IMAG

INAR

Y PL

MONUMENT SIGN

RENOVATEUNDER(E) ROOF

281'

- 0"

ALLIN

ST

SCALE 1" = 50'

83' - 1" 35' - 8" 42' - 7" 127' - 7"170' - 2"

30' -

6"

59' -

11"

150'

- 0"

(E) P

ARKI

NG

66' -

7"

41' - 6"

24' - 7" 30' - 0" 64' - 3" 170' - 2" 81' - 7"

30' -

0"61

' - 5"

R=120'

PL 224.43'

(E) P

ARKI

NG

24' - 0"24' - 0"

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/8/2014 3:19:25 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

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G020

CODE ANALYSIS

3/12/14

12018

PERMIT SET

4901 MARIONWOOD DRLOS ANGELES, CA 90230

GROSS BUILDING AREA: (E) BUILDING AREA = RENOVATED BUILDING AREA

UNDER EXISTING ROOF = (N) BUILDING ADDITION =

TOTAL =

7,262 SF

995 SF1,310 SF9,567 SF

PARKING PROVIDED 2 (E) ACCESSIBLE18 (E) STANDARD 1 (E) COMPACT 1 (N) COMPACT

22 TOTAL SPACES

N

PLOT PLAN

BUILDING HEIGHT 26'-0"

THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE, AND ALLOTHER ORDINANCES, CODES, AND REGULATIONS LISTED IN THESPECIFICATIONS OR ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDINGAUTHORITES. THE GOVERNING CODES, RULES, AND REGULATIONS ARECOLLECTIVELY REFERRED TO AS "THE CODE". CONTRACTOR SHALL REPORTANY INCONSISTENCIES, CONFLICTS OR OMISSIONS HE MAY DISCOVER TO THEARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK.

CONSTRUCTION SHALL COMPLY WITH PERTINENT HEALTH AND SAFETYREGULATIONS FOR REQUIRED METHODS PROTECTING PUBLIC ANDCONSTRUCTION WORKER'S HEALTH AND SAFETY DURING THECONSTRUCTION PERIOD.

BEFORE ORDERING ANY MATERIAL, OR DOING ANY WORK, THE CONTRACTORSHALL VERIFY ALL MEASUREMENTS AT THE BUILDNG SITE AND SHALL BERESPONSIBLE FOR CORRECTNESS OF SAME.

DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS. CLARIFICATIONS, IFREQUIRED, SHALL BE OBTAINED FROM THE ARCHITECT. THE DRAWING SHALLNOT BE SCALED.

ALL ITEMS MARKED N.I.C. ON THE SPECIFICATIONS AND DRAWINGS MEANSNOT IN CONTRACT.

DO NOT MAKE ANY SUBSTITUTIONS WITHOUT PERMISSION OF THE ACHITECTOR THE OWNER.

WORK INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS N.I.C., ORBY SEPARATE CONTRACTORS, IS NOT PART OF THIS CONTRACT.CONTRACTOR SHALL COOPERATE FULLY WITH ALL SEPARATECONTRACTORS EMPLOYED BY THE OWNER.

THE CLIENT, ARCHITECT, CONSULTANTS, AND ALL INSPECTORS FROMPERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALLTIMES DURING NORMAL WORKING HOURS.

WINDOW AND DOOR DIMENSIONS FOR PREFABRICATED WINDOW AND DOORUNITS HAVE BEEN ROUNDED TO THE NEAREST INCH ON THE DRAWINGS.SPECIFIC DIMENSIONS BY MANUFACTURERS MAY VARY FROM THEDRAWINGS.

THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL FLOOR, ROOF,AND WALL OPENINGS WITH ALL APPLICABLE DRAWINGS.

DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINORMODIFICATIONS MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS ORCONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THEWORK OF THE CONTRACT.

THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURESINCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATIONVISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ACHITECT AND/ORENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVEMEASURES TO THE CONSTRUCTION PROCEDURES.

ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND/OR ENGINEERDURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUSAND DETAILED INSPECTION SERVICES WHICH IS FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND/ORENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMEDPRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION, AREPERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROLAND IN ACHIEVING GENERAL CONFORMANCE WITH CONTRACT DOCUMENTS,BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BECONSTRUED AS SUPERVISION OF CONSTRUCTION.

IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN ITEMS ON THEDRAWING OR BETWEEN ITEMS IN THE SPECIFICATIONS, OR BETWEEN ITEMSON THE DRAWINGS AND IN THE SPECIFICATIONS, THE MORE STRINGENT ORCOSTLY SHALL GOVERN, UNLESS DECIDED OTHERWISE BY THE ARCHITECT.

GENERAL NOTES1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/9/2014 4:16:02 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

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G030

GENERAL, FIRE ANDACCESSIBILITYNOTES

3/12/14

12018

PERMIT SET

COMMERCIAL GENERAL NOTESPART I: GENERAL REQUIREMENTS

A. PERMIT APPLICATIONS

1. Obtain separate permit for the following items:a. Retaining walls or block fence wallsb. Grading workc. Block wallsd. Signse. Swimming poolsf. Fire sprinkler systemsg. A separate structureh. Electrical, Mechanical, Plumbing worki. Shoringj. Demolition

PART III: BUILDING CODE

A. GENERAL REQUIREMENTS

The construction shall not restrict a five-foot clearand unobstructed access to any water orpower distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps, valves,meters, appurtenances, etc.) or to the location of the hookup.The construction shall not bewithin 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.

An approved Seismic Gas Shutoff Valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building orstructure containing the fuel gas piping.” (Per Ordinance 170,158) (Includes Commercialadditions and TI work over $10,000.) Separate plumbing permit is required.

Provide ultra flush water closets for all new construction. Existing shower heads and toilets mustbe adapted for low water consumption.

A copy of the evaluation report and/or conditions of listing shall be made available at the job site.

H. MEANS OF EGRESS

1. Exterior exit stairs, balconies and ramps shall be located at least 10 ft from adjacent lot linesand from other buildings on the same lot (1027.3)2. Two exits are required from each space or story. (1015.1)a. Occupant load > 49, (A, B, E, F, M, U)3. Stairsa. Rise: 7" max. Run (tread): 11” min. (1009.4)b. Rise: 7.75” max. Run (tread): 10” for stairs within dwelling units. (1009.4)c. Headroom clearance: 6'-8." (1009.2)d. Width: (44") (36”) (48” between hand rails for accessible stairs).(1009.1)e. Landing width: Same as stairway served (1009.5)f. Landing length: Same as width, max. 48” (1009.5)g. Provide a landings at every 12ft. of vertical rise at stairways.(1009.7)h. Handrail height: 34-38”, max 4” openings (1012.2)i. Handgrip portion of handrail shall not be less than 1.25" and not greater than 2" in cross-sectionfor circular type. 4”- 6.25”perimeter for other shapes. (1012.3)j. A minimum 1.5” handrail clearance from adjacent wall. (1012.7)k. Handrail extension of 12" beyond the top and bottom riser. (1012.6)4. Provide 42” high guards (1013) at Decks; Landings; Balconies and Walkways wherethere a vertical drop of >30”.5. Exit signs shall be internally or externally illuminated6. Exit signs illuminated by an external source shall have an intensity of not less than 5 footcandles (54 Iux).7. Internally illuminated signs shall be listed and labeled and shall be installed in accordance withthe manufacturer’s instructions and Section 2702.8. Exit signs shall be illuminated at all times.9. Exit signs shall be connected to an emergency power system that will provide an illuminationof not less than 90 min. in case of primary power loss (1011.2-1011.5.3)10. Egress doors shall be readily openable from the egress side without the use of a key orspecial knowledge or effort. See 1008.1.8.3 for exceptions.11. Door handles, lock and other operating devices shall be installed at a min. 34” and a max.48” above the finished floor12. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED13. All egress door operation shall also comply with Section1008.1.9 – 1008.1.9.7.14. The means of egress, including the exit discharge, shall be illuminated at all times thebuilding space served by the means of egress is occupied.15. The means of egress illumination level shall not be less than 1 foot-candle at the walkingsurface16. The power supply for means of egress illumination shall normally be provided by thepremises’ electrical supply. In the event of power supply failure, an emergency electrical systemshall automatically illuminate the following areas:;a. Aisles and unenclosed egress stairways in rooms and spaces that require two or more meansof egressb. Corridors, exit enclosures and exit passageways in buildings required to have two or moreexits.;c. Exterior egress components at other than the level of exit discharge until exit discharge isaccomplished for buildings required to have two or more exits.d. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to havetwo or more exits.e. Exterior landings, as required by Section 1008.1.5, for exit discharge doorways in buildingsrequired to have two or more exits.17. The emergency power system shall provide power for a duration of not less than 90minutes and shall consist of storage batteries, unit equipment or an on-site generator. Theinstallation of the emergency power system shall be in accordance with Section2702.18. Emergency lighting facilities shall be arranged to provide initial illumination that is at least anaverage of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux)measured along the path of egress at floor level. Illumination levels shall be permitted to declineto 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) atthe end of the emergency lighting time duration. A maximum-to-minimum illumination uniformityratio of 40 to 1 shall not be exceeded.

(PC/STR.Corr15 06/15/2012)FIRE DEPARTMENT NOTESE. FIRE PROTECTION

2. Building with floor areas over 1500 sf shall be sprinklered where 20 sq. ft. of opening for every50 ft of wall length is not provided.(903.2.11)

9. Provide fire sprinklers throughout. The Sprinkler System shall be approved by Plumbing Div.prior to installation. 12.21A17(d)

13. Provide fire extinguisher as required by Fire Department field inspector.

14. Extend or Modify existing automatic fire extinguishing system, as needed, to be approved byBuilding and Safety Mechanical Plan Check prior to installation. (L.A.M.C. 57.138)

15. Fire Department connections shall be located on address side of building. (L.A.M.C. 57.138)

G. FIRE ALARM

1. Provide an approved fire alarm system.

8. Two exits are required from each space or story. (1015.1) *(L.A.M.C 57.33)a. Occupant load > 49, (A, *B, E, F, M, U)b. Occupant load > 10, (R)c. Occupant load >29, (S)d. Common path of egress > 75ft.e. Common path of egress > 100ft. (B,F,S) sprinklered building* > 29(B)

10. Where two or more exits are required, at least two exits must be separated by 1/2 themaximum diagonal length of the area served. (1015.2.1)

12. All exit doors shall comply with Section 1008-1008.1a. Clear width of each door opening shall be min. 32" or per table 1005.1, whichever is

greaterb. Min. door height of 6'-8"c. Shall be capable of opening 90 degrees.d. The maximum width of a swinging door leaf shall be 48" nominal.e. Exit door shall be side-hinged swinging type

Exit signs shall be internally or externally illuminated

Exit signs illuminated by an external source shall have an intensity of not less than 5-footcandles.

Internally illuminated signs shall be listed and labeled and shall be installed in accordance withthe manufacturer's instructions in Section 2702.

Exit signs shall be illuminated at all times.

Exit signs shall be connected to an emergency power system that will provide an illumination ofnot less than 90min. in case of primary power loss (1011.2-1011.5.3)

Egress doors shall be readily openable from the egress side without the use of a key or specialknowledge or effort. See 1008.1.9 for exceptions.

Door handles, lock and other operating devices shall be installed at a min. 34" and a max. 48"above the finished floor

All egress door operation shall comply with Section 1008.1.9 - 1008.1.9.7.

The means of egress, including the exit disharge, shall be illuminated at all times the buildingspace served by the means of egress is occupied.

The means of egress illumination level shall not be less than 1 foot-candle at the walkingsurface

The power supply for means of egress illumination shall normally be provided by the premises'electrical supply. In the event of power supply failure, an emergency electrical system shallautomatically illuminate the following areas:;

a. Aisles and unenclosed egress stairways in rooms and spaces that require two or moremeans of egress

b. Corridors, exit enclosures and exit passageways in buildings required to have two ormore exits

c. Exterior exit components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits

d. Interior exit discharge elements, as permitted in Section 1024.1, in buildings required tohave two or more exits

e. Exterior landings, as required by Section 1008.1.5, for exit discharge doorways in buildings required to have two or more exits

The emergency power system shall provide power for duration of not less than 90 minutes andshall consist of storage batteries, unit equipment or an on-site generator. The installation of theemergency power system shall be in accordance with Section 2702

Emergency lighting facilities shall be arranged to provide initial illumination that is at leasst anaverage of 1 foot-candle and a minimum at any point of 0.1 foot-candle) measured along thepath of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candleaverage and a minimum at any point of 0.06 foot-candle at the end of the emergency lightingtime duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not beexceeded

The exit signs shall also be connected to an emergency electrical system provided from storagebatteries unit equipment or an on-site generator set, and the system shall be installed inaccordance with the Electrical Code. For high rise buildings, see section 403, 1003.2.8.5

ITEM 2

1115B.4 Accessible fixtures. …

1115B.4.1 Accessible water closets. Water closets required to be accessible shall comply withthis subsection:

1. The centerline of the accessible water closet shall be 16 inches (405 mm) minimum and 18inches (457 mm) maximum from the side wall or partition.

Exception: The centerline of accessible water closets located in ambulatory accessiblecompartments shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum fromthe side wall or partition.

2. Provide clear floor space and maneuvering space at accessible water closets in compliancewith Section 1115B.4.1, Item 2. Refer to Section 1115B.3.1, Items 4.2 and 4.3 for additionallyrequired maneuvering space at multiple-accommodation toilet facilities. Refer to Section1115B.3.2, Item 3 for additionally required maneuvering space at single-accommodation toiletfacilities.

2.1…2.2…2.3…

Statement of Reason: DSA-AC is proposing to amend this section to align the CBC with the2010 ADA Standards, Section 604.2. The requirement to locate the centerline of a water closet18” absolute from a side wall or partition is being revised to provide a range of 16” minimumto 18” maximum from the side wall or partition. An exception is provided for water closets inambulatory accessible toilet compartments. The exception provides that water closets withinambulatory accessible compartments be located 17” minimum to 19” maximum from the sidewall or partition. In construction, the technological capacity to achieve an exact and preciseplacement of a water closet can be quite difficult. Variations in wall finish thicknesses orstructural members can easily influence the final constructed condition, especially in concreteslab construction. Specifying a range rather than an absolute value for the location of thecenterline of a water closet will better ensure that facilities accomplish the level of accessibilityintended.

Additionally, DSA-AC is proposing to amend this section to delete the provision and exceptionwhich allow fixtures adjacent to an accessible water closet at least 28 inches from the watercloset on the wide side, and to delete the provision which allows a wall or partition at least 32inches from the water closet on the wide side. Under the 2010 ADA Standards, Sections604.3.1 and 604.3.2, these elements are not permitted to overlap the required clear floorspace at a water closet. Clear floor space requirements for water closets, as indicated in CBC1115B.4.1, Item 2, accurately reflect the 2010 ADA Standards clear floor space requirementsfor water closets not within a compartment (604.3.1), wall mounted water closets within acompartment (604.8.1.1) and floor mounted water closets within a compartment (604.8.1.1),and the current language in these sections remains unchanged.

Related code changes are proposed for Figures 11B-1A and 11B-1B for consistency.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

ITEM 3

1115B.8 Accessories. …

1115B.8.4 Toilet tissue dispensers. Toilet tissue dispensers shall be located on the wall orpartition closest to the water closet, 7 inches (180 mm) minimum and 9 inches (230 mm)maximum in front of the water closet measured to the centerline of the dispenser, mountedbelow the grab bar, with the outlet of the dispenser at a minimum height of 19 inches (485mm). Dispensers that control delivery or that do not permit continuous paper flow shall not beused. See Figure 11B-1A.

Statement of Reason: DSA-AC is proposing to amend this section to align the CBC with the2010 ADA Standards, Section 604.7. The CBC currently requires toilet tissue dispensers to belocated in accessible water closet compartments within 12 inches of the front edge of the toiletseat and within 36 inches of the rear wall. The amendment to this section will require thecenterline of the toilet tissue dispenser to be within a range of 7-9 inches in front of the watercloset. Additionally, language consistent with the 2010 ADA Standards, Section 604.7 is beingadded to clarify the regulated height of the toilet paper dispenser is measured to the outlet ofthe dispenser.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

ITEM 4

1117B.1 Accessible drinking fountains. Where drinking fountains are provided, they shallcomply with this section: …

4. Operable parts, spout height and location. The bubbler shall be activated by a manuallyoperated system complying with Section 1117B.6, Item 4 that is front mounted or side mountedand located within 6 inches (152 mm) of the front edge of the fountain or an electronicallycontrolled device. Spout outlets shall be 36 inches (914 mm) maximum above the finish flooror ground. The spout shall be located 15 inches (381 mm) minimum from the vertical supportand 5 inches (127 mm) maximum from the front edge of the unit, including bumpers.

5. Water flow. The spout shall provide a flow of water at least 4 inches (102 mm) high minimumand shall be located 5 inches (127 mm) maximum from the front of the unit. The angle of thewater stream shall be measured horizontally relative to the front face of the unit. Where spoutsare located less than 3 inches (76 mm) of the front of the unit, the angle of the water streamshall be 30 degrees maximum. Where spouts are located between 3 inches (76 mm) and 5inches (127 mm) maximum from the front of the unit, the angle of the water stream shall be 15degrees maximum. On an accessible drinking fountain with a round or oval bowl, the spoutmust be positioned so the flow of water is within 3 inches (75 mm) of the front edge of thefountain.

Statement of Reason: DSA-AC is proposing to amend this section to align the CBC with the2010 ADA Standards, Sections 602.4, 602.5, and 602.6.

CBC Section 1117B.1, Item 4 is being amended to incorporate language from 2010 ADAStandards Section 602.4 which requires the drinking fountain spout to be located 15 inchesminimum from the vertical support and 5 inches maximum from the front edge of the unit,including bumpers. A title for this section is also being added.

CBC Section 1117B.1, Item 5 is being amended to incorporate federal language whichrequires a water flow location of 5 inches maximum from the front of the unit. Language is alsobeing added to describe acceptable angles of water flow, relative to the front of the drinkingfountain, based on varying spout locations as measured from the front of the unit. A title for thissection is also being added.

A related code change is proposed for Figure 11B-3A for consistency.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

ITEM 5

1117B.5 Signs and identification. …

1117B.5.3 Proportions.

Visual characters on signs shall be selected from fonts where the width of the uppercase letter“O” is 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I".Stroke thickness of the uppercase letter “I” shall be 10 percent minimum and 20 percentmaximum of the height of the character.

…

1117B.5.5 Raised characters and pictorial symbol signs. When raised characters arerequired or when pictorial symbols (pictograms) are used on such signs, they shall conform tothe following requirements:

1. Character type. Characters on signs…

ACCESSIBILITY NOTES (EMERGENCY STANDARDS)2. Character size. Raised characters…

3. Pictorial symbol signs (pictograms). Pictorial symbol signs…

4. Character placement. Characters and Braille…

5. Proportions. Raised characters on signs shall be selected from fonts where the width ofthe uppercase letter “O” is 60 percent minimum and 110 percent maximum of the height ofthe uppercase letter “I”. Stroke thickness of the uppercase letter “I” shall be 15 percentmaximum of the height of the character.

Statement of Reason: DSA-AC is proposing to amend CBC Section 1117B.5.3 to addresscharacter proportions and stroke width requirements of fonts used for visual signs to alignwith the requirements of the 2010 ADA Standards, Sections 703.5.4 and 703.5.7.

DSA-AC is also proposing to amend CBC Section 1117B.5.5 to add Item 5 whichaddresses character proportions and stroke width requirements of fonts used for tactile signsto align with the requirements of the 2010 ADA Standards, Sections 703.2.4 and 703.2.6.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

ITEM 6

1117B.5 Signs and identification. …

1117B.5.7 Mounting location and height. Where permanent identification signs are providedfor rooms and spaces, signs shall be installed on the wall adjacent to the latch side of thedoor. Where there is no wall space on the latch side, including at double leaf doors, signsshall be placed on the nearest adjacent wall, preferably on the right.

Where permanent identification signage is provided for rooms and spaces they shall be locatedon the approach side of the door as one enters the room or space. Signs that identify exitsshall be located on the approach side of the door as one exits the room or space.

Signs with raised characters and Braille shall be located 48 inches (1220 mm) minimumabove the finish floor or ground surface, measured from the baseline of the lowest line ofBraille and 60 inches (1525 mm) maximum above the finish floor or ground surface,measured from the baseline of the highest line of raised characters. Mounting location shallbe determined so that a person may approach within 3 inches (76 mm) of signage withoutencountering protruding objects or standing within the swing of a door.

See also Section 1115B.6 for additional signage requirements applicable to sanitaryfacilities.

Statement of Reason: DSA-AC is proposing to amend this section to align the CBCwith the 2010 ADA Standards, Section 703.4.1. The 2010 ADA Standards require tactilecharacters on signs to be located 48 inches minimum above the finish floor to the baseline ofthe lowest tactile character, and 60 inches maximum above the finish floor to the baselineof the highest tactile character. The CBC currently requires identification signs withtactile text to be mounted 60 inches above the finish floor to the centerline of the sign.DSA-AC is proposing to require tactile characters on signs to be located 48 inchesminimum above the finish floor to the baseline of the lowest tactile character, and 60inches maximum above the finish floor to the baseline of the highest tactile character.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

ITEM 7

1134B Accessibility for Existing Buildings …

1134B.2 General. When alterations, structural repairs…

1134B.2.1 A primary entrance to the building or facility and the primary path of travel tothe specific area of alteration, structural repair or addition, and sanitary facilities,drinking fountains, signs and public telephones serving the area.

Exceptions:

1. …

2. …

3. …

4. …

5. If an element listed in Section 1134B.2.1, Exception 5, Items 5.1 through 5.5 has beenconstructed or altered in accordance with the accessibility requirements in either the 2007 or2010 California Building Code, retrofit of that element to reflect the incremental changesin the August 1, 2012 Emergency Supplement to the 2010 California Building Code shallnot be required solely because of an alteration to an area served by the element.

5.1 Accessible water closet – distance to adjacent wall or partition.

5.2 Accessible water closet – encroachment of the adjacent fixture at the rear wall into therequired clear floor space at the wide side of an accessible water closet.

5.3 Toilet tissue dispenser – distance in front of water closet.

5.4 Drinking fountain spout outlet (bubbler outlet) – distance from front edge of thefountain.

5.5 Drinking fountain spout – angle of water stream.

Statement of Reason: DSA-AC is proposing to add an exception to this section tocoordinate with the 2010 ADA Standards, Section 35.151(b)(4)(ii)(C) of 28 CFR Part35, which includes a ‘safe harbor’ provision for path of travel elements constructed oraltered in accordance with the 1991 ADA Standards. This federal provision does not requirepath of travel elements to be modified to reflect incremental changes in the 2010 ADAStandards solely because of an alteration to an area that is served by that path of travel.DSA-AC is proposing to amend this section to include a similar provision which providesrelief from the requirement to upgrade specified elements constructed or altered inaccordance with the accessibility requirements in either the 2007 or 2010 CaliforniaBuilding Codes. The proposed exception will not require the specified elements to bemodified to reflect incremental changes in the Emergency Supplement to the 2010California Building Code solely because of an alteration to an area served by that element.This exception includes a list of the five elements which will qualify for the exception.Only elements proposed for amendment in this emergency rulemaking package have beenincluded in the list of qualifying elements.

DSA-AC believes that this proposed amendment will ensure access for individuals withdisabilities to buildings and facilities, while providing financial relief for alterationprojects subject to the Emergency Supplement to the 2010 California Building Code. Thisamendment does not provide a blanket exemption for facilities. If an area is undergoingalteration, and required elements serving that area do not comply with either the 2007 or2010 California Building Codes, then those elements must be brought into compliance withall applicable accessibility code requirements, including those items in the EmergencySupplement to the 2010 California Building Code.

Authority: Gov. Code§ 4450Reference: Gov. Code§ 4450-4461, 12955.1 & 14679; Health & Safety Code§ 18949.1 &19952-19959

(08/01/2012)

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

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PERMIT SET

ACCESSIBILITY NOTES (PC/DAD/Corr.Lst.07 UPDATED 01/2011)

A. SITE DEVELOPMENT & ACCESSIBLE ROUTE OFTRAVEL

1. Accessible Route of Travel is defined as “a continuous unobstructed path connecting allaccessible elements and spaces in an accessible building or facility that can be negotiatedby a person with a disability using a wheelchair and that is also safe for and usable bypersons with other disabilities, and that is consistent with the definition of “Path of travel”.(1102B)2. Site development and grading shall be designed to provide access to all entrances andexterior ground floor exits, and access to normal paths of travel, and where necessary toprovide access, shall incorporate pedestrian ramps, curb ramps, etc. (1127B.1)4. The accessible route of travel shall be the most practical direct route between accessiblebuilding entrances, accessible site facilities, and the accessible entrance to the site. Ifaccess is provided for pedestrians from a pedestrian tunnel or elevated walkway, entrancesto the building from each tunnel orwalkway must be accessible. (1127B.1)8. At least one accessible route shall connect the following: (1114B.1.2)a) Accessible buildings, facilities, elements, and spaces that are on the same site.b) Accessible building or facility entrances with all accessible spaces and elements andwith all accessible dwelling units within the building or facility.c) The accessible route shall, to the maximum extent feasible coincide with the route for thegeneral public.

B. ACCESSIBLE PARKING

Note: when provided, vehicle charging stations and spaces shall be made accessible.1. Each lot or parking structure where parking is provided for the public as clients, guests,or employees, shall provide accessible parking as required by Section 1129B. (1129B.1)2. Provide disabled parking spaces as required by Table 11B-6 for 1 parking lot/structure.(1129B.1)4. Accessible parking spaces serving a particular building shall be located on the shortestaccessible route of travel from adjacent parking to an accessible entrance (as near aspractical to an accessible entrance). (1129B.1)5. In parking facilities that do not serve a particular building, accessible parking shall belocated on the shortest accessible route of travel to an accessible pedestrian entrance ofthe parking facility. (1129B.1)6. In buildings with multiple accessible entrances with adjacent parking, accessible parkingspaces shall be dispersed and located closest to the accessible entrances. (1129B.1)7. Where single accessible parking spaces are provided, they shall be 14 feet wide andlined to provide a 9-foot parking area and a 5-foot loading and unloading access aisle onthe passenger side of the vehicle. The words “NO PARKING” shall be painted on theground within each 5-foot loading and unloading access aisle. This notice shall be paintedin white letters not less than 12 inches high and located so that it is visible to trafficenforcement officials. (1129B.3.1, Fig 11B-18B)8. When more than one accessible parking space is provided in lieu of providing a 14-foot-wide space for each parking space, two spaces can be provided within a 23-foot-wide arealined to provide a 9-foot parking area on each side of a 5-foot loading and unloadingaccess aisle in the center. The words “NO PARKING” shall be painted on the ground withineach 5-foot loading and unloading access aisle. This notice shall be painted in white lettersnot less than 12 inches high and located so that it is visible to traffic enforcement officials.(1129B.3.1, Fig 11B-18A & 18C)9. One in every eight accessible spaces, but not less than one, shall be served by anaccess aisle 96 inches wide minimum placed on the side opposite the driver’s side whenthe vehicle is going forward into the parking space and shall be designated "vanaccessible". All such spaces may be grouped on one level of a parking structure.(1129B.3.2, Fig. 11B-18A, 18B, & 18C)10. The minimum length of an accessible parking space shall be 18 feet. (1129B.3.1, Fig11B-18A, 18B, & 18C)11. Accessible parking spaces shall be located so persons with disabilities are notcompelled to wheel or walk behind parking spaces other than their own accessible parkingspaces.(1129B.3.3)12. Ramps shall not encroach into any accessible parking space or the adjacent accessaisle. (1129B.3.3)13. Surface slopes of accessible parking spaces and access aisles shall be the minimumpossible and shall not exceed one unit vertical in 50 units horizontal (2 percent slope) inany direction. (1129B.3.4)14. In each parking area, a bumper or curb shall be provided if required to preventencroachment of cars over the required width of walkways. (1129B.3.3, Fig 11B-18A, 18B,& 18C)15. Pedestrian ways which are accessible to people with disabilities shall be provided fromeach such parking space to related facilities, including curb cuts or ramps as needed.(1129B.3.3, Fig 11B-18A, 18B, & 18C)16. Provide minimum vertical clearance of 8 feet 2 inches at accessible parking spacesand along at least one vehicle access route to such spaces from site entrances and exits.(1129B.3.5)17. Each parking space reserved for persons with disabilities shall be identified by areflectorized sign permanently posted immediately adjacent to and visible from each stall orspace, consisting of the International Symbol of Accessibility in white on a dark bluebackground. The sign shall not be smaller than 70 square inches in area and, when in apath of travel, shall be posted at a minimum height of 80 inches from the bottom of the signto the parking space finished grade. Signs to identify accessible parking spaces may becentered on a wall at the interior end of the parking space. (1129B.4, Fig 11B-18A, 18B, &18C)18. An additional sign or additional language below the symbol of accessibility shall state“Minimum Fine $250.” (1129B.4)19. Van accessible parking spaces shall have an additional sign or additional languagestating "Van Accessible" below the symbol of accessibility.(1129B.4)20. An additional sign shall also be posted in a conspicuous place at each entrance to off-street parking facilities, or immediately adjacent to and visible from each accessible stall orspace. The sign shall be not less than 17 inches by 22 inches in size with 1 inch highminimum lettering, which clearly and conspicuously states the following: (1129B.4)"Unauthorized vehicles parked in designated accessible spaces not displayingdistinguishing placards or special license plates issued for persons with disabilities will betowed away at the owner’s expense. Towed vehicles may be reclaimed at BRUFFY'STOW or by telephoning 310-395-0084 " (Verify contact information with the Owner priorto sign fabrication.)21. The surface of each accessible parking space or stall shall have a surface identificationduplicating either of the following schemes: (1129B.4, Fig 11B-18A, 18B, & 18C)a) By outlining or painting the stall or space in blue and outlining on the ground in the stall orspace in white or suitable contrasting color a profile view depicting a wheelchair withoccupant; ORb) By outlining a profile view of a wheelchair with occupant in white on blue background.The profile view shall be located so that it is visible to a traffic enforcement officer when avehicle is properly parked in the space and shall be 36 inches high by 36 inches wide.22. All entrances to and vertical clearances within parking structures shall comply withSection 1129B.3, Item 5 where required for accessibility to accessible parking spaces.(1130B.1)23. When direct access is provided for pedestrians from a parking garage to a building,each direct entrance from the garage to the building must be accessible.(1130B.2)

C. PASSENGER DROP-OFF & LOADING ZONES

NOT APPLICABLE

D. WALKS & SIDEWALKS

1. Walks and sidewalks subject to these regulations shall have a continuous commonsurface, not interrupted by steps or by abrupt changes in level exceeding ½ inch.(1133B.7.1)2. Walks and sidewalks shall be 48 inches minimum in width. (1133B.7.1, Fig 11B-27(a))3. Changes in level up to ¼ inch may be vertical and without edge treatment. (1124B.2)4. Changes in level between ¼ inch and ½ inch shall be beveled with a slope no greaterthan one unit vertical in 2 units horizontal (50 percent slope). (1124B.2)5. Changes in level greater than ½ inch shall be accomplished by means of a curb ramp,ramp, or elevator that complies with Section 1127B.5, 1133B.5, or 1116B.1, respectively.(1124B.2)6. Walk and sidewalk surfaces shall be slip-resistant as follows: (1133B.7.1)a) Surfaces with less than 6 percent slope shall be at least a slip -resistant as that describedas a medium salted finish. (1133B.7.1.1)b) Surfaces with a 6 percent or greater slope shall be slip-resistant. (1133B.7.1.2)7. When the slope in the direction of travel of any walk exceeds one unit vertical in 20 unitshorizontal (5 percent slope), it shall comply with the provisions of Section 1133B.5.(1133B.7.3)8. Walk and sidewalk surface cross slopes shall not exceed one unit vertical in 50 unitshorizontal (2 percent slope). (1133B.7.1.3)9. All walks with continuous gradients shall have level areas at least 5 feet in length atintervals of 400 feet maximum. (1133B.7.5)10. Walks, sidewalks, and pedestrian ways shall be free of gratings whenever possible.For gratings located in the surface of any of these areas, grid openings in gratings shall belimited to ½ inch in the direction of traffic flow.

If gratings have elongated openings, they shall be placed so that the long dimension isperpendicular to the dominant direction of travel. (1133B7.2, Fig 11B-7E(a))

E. CURB RAMPS

Curb Ramp is defined as “a sloping pedestrian way, intended for pedestrian traffic,which provides access between a walk or sidewalk and a surface located above orbelow an adjacent curb face as differentiated from a ramp”. (1102B)1. Curb Ramps shall be constructed at each corner of street intersections where apedestrian way crosses a curb. The preferred and recommended location for curbramps is in the center of the crosswalk or each street corner. Where it is necessary tolocate a curb ramp in the center of the curb return and the street surfaces are markedto identify pedestrian crosswalks, the lower end of the curb ramp shall terminate withinsuch crosswalk areas. (1127B.5.1, Fig 11B-20C & 11B-22)

F. PEDESTRIAN GRADE SEPARATIONS (OVERPASSES AND UNDERPASSES)

NOT APPLICABLE

G. RAMPS (EXTERIOR OR INTERIOR)

1. Any path of travel shall be considered a ramp if its slope is greater than one unitvertical in 20 units horizontal (5 percent slope). (1133B.5.1)2. The maximum slope of a ramp shall be one unit vertical in 12 units horizontal (8.33percent slope). The maximum rise for any run shall be 30 inches. The least possibleslope shall be used for any ramp. (1133B.5.3)3. The cross slope of ramp surfaces shall be no greater than one unit vertical in 50units horizontal (2 percent slope). (1133B.5.3.1)4. Ramps shall have a minimum clear width of 48 inches, unless required to be widerby some other provision of this code. (1133B.5.2)5. Ramps serving entrances to buildings where the ramp is the only exit discharge pathand it serves an occupant load of 300 or more shall have a minimum clear width of 60inches. (1133B.5.2)6. Level landings shall be provided at the top and bottom of each ramp. (1133B.5.4.1,Fig 11B-38 & 39)7. Intermediate landings shall be provided at intervals not exceeding 30 inches ofvertical rise and at each change of direction. (1133B.5.4.1, Fig 11B-38 & 39)8. Top landings shall be not less than 60 inches wide and shall have a length of notless than 60 inches in the direction of ramp run. Landings at the bottom of ramps shallhave a dimension in the direction of ramp run of not less than 72 inches. (1133B.5.4.2,Fig 11B-38 & 39)9. Doors in any position shall not reduce the minimum dimension of the landing to lessthan 42 inches and shall not reduce the required width by more than 3 inches whenfully open. (1133B.5.4.4, Fig 11B-39(b))10. Doors at ramp landings shall comply with the maneuvering clearance requirementsof Section 1133B.2.4.2, and the requirements of Section 1133B.5.4.4. (1133B.5.4.3,Fig 11B-39)11. All ramp landings shall be level with maximum slope in any direction not to exceedone unit vertical in 50 units horizontal (2 percent slope). (1133B.5.4.1, 1102B)12. At bottom and intermediate landings, the width shall be at least the same asrequired for the ramp. (1133B.5.4.5, Fig 11B-38 & 39)13. Intermediate and bottom landings at a change of direction in excess of 30 degreesshall have a dimension in the direction of ramp run of not less than 72 inches toaccommodate the handrail extension. (1133B.5.4.6, Fig 11B-38)14. Other intermediate landings shall have a dimension in the direction of ramp run ofnot less than 60 inches. (1133B.5.4.7, Fig 11B-38)15. Handrails are required on ramps that provide access if the ramp slope exceeds oneunit vertical in 20 units horizontal (5 percent slope), except that at exterior doorlandings, handrails are not required on ramps less than 6 inches rise or 72 inches inlength. (1133B.5.5.1)16. Handrails shall be placed on each side of each ramp, shall be continuous the fulllength of the ramp, shall be 34 to 38 inches above the ramp surface to the top of thehandrails, shall extend a minimum of 1 foot beyond the top and bottom of the ramp,and shall be parallel with the floor or ground surface. Handrails shall always becontinuous and the ends of handrails shall be either rounded or returned smoothly tothe floor, wall or post. (1133B.5.5.1, Fig 11B-27(b) & (c))17. The grip portion of handrails shall be not less than 1-1/4 inches nor more than1-1/2 inches in cross sectional nominal dimension, or the shape shall provide anequivalent gripping surface, and all surfaces shall be smooth with no sharp corners.Handrails shall not rotate within their fittings. (1133B.5.5.1, Fig 11B-36)18. Handrail projecting from a wall shall have a space of 1-1/2 inches between the walland the handrail. (1133B.5.5.1, Fig 11B-36)a) Handrails may be located in a recess if the recess is a maximum of 3 inches deepand extends at least 18 inches above the top of the rail. (1133B.5.5.1, Fig 11B-36)b) Any wall or other surface adjacent to handrails shall be free of sharp or abrasiveelements. Edges shall have a minimum radius of 1/8 inch. (1133B.5.5.1, Fig 11B-36)c) Handrails may project into the required clear width a distance of 3 1/2 inchesmaximum from each side of a ramp at the handrail height. (1133B.5.5.1)19. In existing buildings or facilities where the extension of the handrail in the directionof the ramp run would create a hazard, the extension may be turned 90 degrees to therun of the ramp. (1133B.5.5.1.1, 1133B.4.2.4)20. Where the ramp surface is not bounded by a wall, or where handrails &/or guardsare attached to the ramp surface with posts or similar elements, provide “continuousand uninterrupted barriers” along the length of the ramp in compliance with one of thefollowing requirements. (1133B.5.6)a) A guide curb a minimum of 2 inches in height above the ramp surface; OR(1133B.5.6.1)b) A wheel guide rail centered 3 inches, plus or minus 1 inch above the rampsurface(1133B.5.6.2)21. Ramps more than 30 inches above the adjacent ground shall be provided withguards that comply with Section 1013. Such guards shall be continuous from the top ofthe ramp to the bottom of the ramp.(1133B.5.7)

H. ENTRANCES & EXITS

Exit, is defined as "that portion of a means of egress system which is separated fromother interior spaces of a building or structure by fire-resistance-rated construction andopening protectives as required to provide a protected path of egress travel betweenthe exit access and the exit discharge. Exits include exterior exit doors at the level ofexit discharge, vertical exit enclosures, exit passageways, exterior exit stairways,exterior exit ramps and horizontal exits." (1002.1)

Public Way, is defined as "a street, alley or other parcel of land open to the outside airleading to a street, that has been deeded, dedicated or otherwise permanentlyappropriated to the public for public use and which has a clear width and height of notless than 10 feet.” (1002.1)1. All entrances and exterior ground floor exit doors to buildings and facilities shall bemade accessible to persons with disabilities. (1133B.1.1.1.1)4. Recessed doormats shall be adequately anchored to prevent interference withwheelchair traffic. (1133B.1.1.1.3, Fig 11B-25)6. Every required exit doorway shall be capable of opening at least 90 degrees, shallhave a minimum clear opening of 32 inches, and shall be of a size as to permit theinstallation of a door not less than 3 feet in width and 6 feet 8 inches in height.(1133B.2.2)

I. DOORS

1. Door handles, pulls, latches, locks, and other operating devices on doors required tobe accessible shall not require tight grasping, tight pinching or twisting of the wrist tooperate. Manually operated bolts or surface bolts are not permitted. The unlatching ofany door or leaf shall not require more than one operation. (1008.1.9.1, 1008.1.9.4,1008.1.9.5)3. Hand-activated door opening hardware shall be centered between 30 inches and 44inches above the floor. (1133B.2.5.2)6. Where a pair of doors is utilized, at least one of the doors shall provide a clear,unobstructed opening width of 32 inches with the leaf positioned at an angle of 90degrees from its closed position. (1133B.2.3.1)8. Minimum maneuvering clearances at doors shall be as shown in Figure 11B-26A,11B-26B, & 11B-26C. The floor or ground area within the required clearances shall belevel and clear. (1133B.2.4.2)9. There shall be a level and clear floor or landing on each side of a door. The levelarea shall have a length in the direction of door swing of at least 60 inches and thelength opposite the direction of door swing of 48 inches as measured at right angles tothe plane of the door in the closed position. (1133B.2.4.2, & Fig 11B-25, )10. The width of the level area on the side to which the door swings shall extend 24inches past the strike edge of the door for exterior doors and 18 inches past the strikeedge for interior doors. Where the plane of the doorway is offset or located in analcove a distance more than 8 inches measured from the plane of the doorway to theface of the wall, the door shall be provided with 60 inches maneuvering clearance forfront approach.. (1133B.2.4.3, 1133B.2.4.5, 1133B.2.5.3, Fig 11B-33(a))

11. Provide clear space of 12 inches past strike edge of the door on the opposite side towhich the door swings if the door is equipped with both a latch and a closer. Fig 11B-26(a))12. The floor or landing shall be not more than ½ inch lower than the threshold of thedoorway. Change in level between ¼ inch and ½ inch shall be beveled with a slope nogreater than one unit vertical in 2 units horizontal. (1133B.2.4.1)13. The bottom 10 inches of all doors except automatic and sliding shall have a smooth,uninterrupted surface to allow the door to be opened by a wheelchair footrest without creatinga trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smoothpanel shall be installed on the push side of the door, which will allow the door to be openedby a wheelchair footrest without creating a trap or hazardous condition. (1133B.2.6, Fig11B-29)14. The maximum force required to push or pull open a door shall comply with the following.Push or pull force for a hinged door shall be measured perpendicular to the door face at thedoor opening hardware or 30 inches from the hinged side, whichever is farther from thehinge. Push or pull force for a sliding or folding door shall be measured parallel to the door atthe door pull or latch. Compensating devises or automatic door operators complying withSection 1133B.2.3.2 may be used to meet the maximum force limits. (1133B.2.5)a. Required fire doors shall have the minimum opening force allowable by the appropriateadministrative authority, not to exceed 15 lbf.b. Other than required fire doors, interior doors shall have a maximum opening force of 5 lbf.c. Other than required fire doors, exterior doors shall have a maximum opening force of 5 lbf.15. When the door has a closer, then the sweep period of the closer shall be adjusted so thatfrom an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3inches from the latch, measured to the leading edge of the door. (1133B.2.5.1)

J. FLOORS AND LEVELS

Level area is defined as "a specified surface that does not have a slope in any directionexceeding one unit vertical in 50 units horizontal (2 percent slope).” (1102B)1. In buildings and facilities, floors of a given story shall be a common level throughout, orshall be connected by pedestrian ramps or passenger elevators. (1120B.1)2. Ground and floor surfaces along accessible routes and in accessible rooms and spaces,including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip-resistant.(1120B.2 & 1124B.1)3. Changes in level up to ¼ inch may be vertical and without edge treatment. (1124B.2, Fig11B-5E(c))4. Changes in level between ¼ inch and ½ inch shall be beveled with a slope no greaterthan one unit vertical in 2 units horizontal (50 percent slope). (1124B.2, Fig 11B-5E(d))5. Changes in level greater than ½ inch shall be accomplished by means of a curb ramp,ramp, or elevator. (1124B.2)6. If carpet or carpet tile is used on a ground or floor surface, then it shall be securelyattached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop,textured loop, level cut pile, or level cut/uncut pile texture. The maximum pile height shall be½ inch. Exposed edges of carpet shall be fastened to floor surfaces and have trim along theentire length of the exposed edge. Carpet edge trim shall comply with Section 1124B.2.(1124B.3, Fig 11B-7E)7. If gratings are located on floors, then they shall have spaces no greater than ½ inch widein one direction. If gratings have elongated openings, then they shall be placed so that thelong dimension is perpendicular to the dominant direction of travel. (1124B.4, Fig 11B-7E)

K. CORRIDORS & AISLES

1. Every corridor and hallway serving an occupant load of 10 or more shall not be less than44 inches in width. (1133B.3.1)3. Corridors and hallways that are located on an accessible route and exceed 200 feet inlength shall have a minimum clear width of 60 inches. If an accessible route has less than 60inches clear width,then passing spaces at least 60 inches by 60 inches shall be located atintervals of 200 feet maximum. A “T” intersection of two corridors or walks is an acceptablepassing place. (1133B.3.2, Fig 11B-34)5. Every portion of every building in which are installed seats, tables, merchandise,equipment, or similar materials shall be provided with aisles leading to an exit. (1133B.6.1)6. Every aisle shall be not less than 36 inches wide if serving only one side, and not lessthan 44 inches wide if serving both sides. (1133B.6.2)7. Aisles shall comply with Figure 11B-5E(a) and (b) for circulation around obstructions.(1133B.6.2)

L. HAZARDS AND PROTRUDING OBJECTS

1. Abrupt changes in level, except between a walk or sidewalk and an adjacent street ordriveway, exceeding 4 inches in a vertical dimension, such as at planters or fountains locatedin or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warningcurbs projecting at least 6 inches in height above the walk or sidewalk surface to warn theblind of a potential drop off. (1133B.8.1)3. Objects projecting from walls with their leading edges between 27 inches and 80 inchesabove the finished floor shall protrude no more than 4 inches into walks, halls, corridors,passageways, or aisles. (1133B.8.6.1, Fig 11B-7A)4. Objects mounted with their leading edges at or below 27 inches above the finished floormay protrude any amount into walks, halls, corridors, passageways, or aisles. (1133B.8.6.1,Fig 11B-7A)5. Freestanding objects mounted on posts or pylons may overhang 12inches maximum from27 inches to 80 inches above the ground or finished floor. (1133B.8.6.1, Fig 11B-7B)6. Protruding objects shall not reduce the clear width of an accessible route or maneuveringspace. (1133B.8.6.1, Fig 11B-7D)7. Walks, halls, corridors, passageways, aisles, or other circulation spaces shall have 80inches minimum clear headroom. (1133B.8.6.2, Fig 11B-7A & 7C)8. Any obstruction that overhangs a pedestrian way shall be a minimum of 80 inches abovethe walking surface as measured from the bottom of the obstruction. (1133B.8.2, Fig 11B-28)10. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separatedby curbs, railings, or other elements between the pedestrian areas and vehicular areas, theboundary between the areas shall be defined by a continuous detectable warning which is36 inches wide, complying with Section 1121B.3.1, Item 8(a). Only approved DSA/ACdetectable warning products and directional surfaces shall be installed as provided in theCalifornia Code of Regulations, Title 24, Part 1, Articles 2, 3, and 4. (1133B.8.5)

M. STAIRWAYS

Stair is defined as a change in elevation, consisting of one or more risers. (1002.1)

1. Stairways shall have handrails on each side. Handrails shall be continuous along bothsides of the stairway. Intermediate handrails shall be provided as required in Section 1012.8.(1133B.4.1.1)2. The top of handrail gripping surface shall be mounted 34 to 38 inches above the nosing ofthe treads. (1133B.4.2.1, Fig 11B-35)3. Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plusthe tread width beyond the bottom nosing. At the top, the extension shall be parallel with thefloor or ground surface. At the bottom, the handrail shall continue to slope for a distance of thewidth of one tread from the bottom riser; the remainder of the extension shall be horizontal.See Figures 11B-35 and 11B-37. (1133B.4.2.2)4. Ends shall be returned smoothly to floor, wall or post. (1133B4.2.3)5. The handgrip portion of handrails shall be not less than 1-1/4 inches or more than 1-1/2inches in crosssectional nominal dimension or the shape shall provide an equivalent grippingsurface. The handgrip portion of handrails shall have a smooth surface with no sharpcorners. Gripping surfaces (top or sides) shall be uninterrupted by newel posts, otherconstruction elements, or obstructions. Any wall or other surface adjacent to the handrail shallbe free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch.(1133B.4.2.6, Fig 11B-36)6. The orientation of at least one handrail shall be in the direction of the run of the stair andperpendicular to the direction of the stair nosing, and shall not reduce the minimum requiredwidth of stairs. (1133B.4.2.4)7. Handrails projecting from a wall shall have a space of 1-1/2 inches between the wall andthe handrail. Handrails may be located in a recess if the recess is a maximum of 3 inch deepand extends at least 18 inches above the top of the rail. Handrails shall not rotate in theirfittings. (1133B.4.2.5, Fig 11B-36)8. Interior stairs shall have the upper approach and lower tread marked by a stripe providingclear visual contrast. Exterior stairs shall have the upper approach and all treads marked bya stripe providing clear visual contrast. The stripe shall be a minimum of 2 inches wide to amaximum of 4 inches wide placed parallel to, and not more than 1 inch from, the nose of thestep or upper approach. The stripe shall extend the full width of the step or upper approachand shall be of material that is at least as slip resistant as the other treads of the stair. Apainted stripe shall be acceptable. (1133B.4.4, Fig 11B-35)9. Stair treads shall be no less than 11 inches deep, measured from riser to riser. Stair riserheights shall be 7 inches maximum and 4 inches minimum. On any given flight of stairs, allsteps shall have uniform riser height and uniform tread widths. (1133B.4.5)10. All tread surfaces shall be slip-resistant. Weather exposed stairs and their approachesshall be designed so that water will not accumulate on the walking surfaces. Treads shallhave smooth, rounded, or beveled exposed edges. (1133B.4.5.1, Fig 11B-35)

11. Risers shall be solid and shall be vertical or sloped from the underside of the leading edgeof the tread above at an angle not more than 30 degrees from the vertical. Open risers arenot permitted. (1133B.4.5.2, Fig 11B-35(a) and (b))12. The radius of curvature at the leading edge (nosing) of the tread shall be no greater than½ inch. Beveling of nosings shall not exceed ½ inch. Nosings shall not project more than1-1/4 inches past the face of the riser below. Nosings that project beyond risers shall havethe underside of the leading edge beveled at an angle not more than 30 degrees from thevertical. The transition from the nosing to the riser shall be free of abrupt edges. Allprojections shall be of uniform size, including nosings at landings. (1133B.4.5.3, Fig11B-35(c))

N. CONTROLS & OPERATING MECHANISMS

1. Controls and operating mechanisms in accessible spaces, along accessible routes or aspart of accessible elements and those in Section 1.9.1 are required to be accessible.(1117B.6.1)2. Clear floor space complying with Section 1118B.4 that allows a forward or parallelapproach by a person using a wheelchair shall be provided at controls, dispensers,receptacles, and other operable equipment. (1117B.6.2)3. The highest and lowest operable part of all controls, dispensers, receptacles, and otheroperable equipment shall be placed within one of the reach ranges specified in Sections1118B.5 and 1118B.6. (1117B.6.3)4. Controls and operating mechanisms shall be operable with one hand and shall not requiretight grasping, punching, or twisting of the wrist. The force required to activate controls shallbe no greater than 5 pounds. (1117B.6.4)5. For accessible lavatories, faucet controls and operating mechanisms shall be operable withone hand and shall not require grasping, pinching, or twisting of the wrist. The force requiredto active faucet controls and operating mechanisms shall be no greater than 5 lbf. Lever-operated, push-type, and electronically controlled mechanisms are examples of acceptabledesigns. Self-closing valves are allowed if the faucet remains open for at least 10 seconds.(1115B.4.3)

O. SPACE ALLOWANCE & REACH RANGES

1. The minimum clear floor or ground space required to accommodate a single, stationarywheelchair and occupant is 30 inches by 48 inches. The minimum clear floor or ground spacefor wheelchairs may be positioned for forward or parallel approach to an object. Clear floor orground space for wheelchairs may be a part of the knee space required under someobjects. (1117B.2.3, 1118B.4.1, Fig 11-B-5A)2. One full-unobstructed side of the clear floor or ground space for a wheelchair shall adjoinor overlap an accessible route or adjoin another wheelchair clear floor space. If a clear flooror ground space is located in an alcove or otherwise confined on all or part of three sides,additional maneuvering clearances shall be provided. (1117B.2.4, 1118B.4.2, Fig 11-B-5A)3. The space required for a wheelchair to make a 180-degree turn is a clear space of 60inches diameter or a T-shaped space. (1118B.3, Fig 11B-12(a) & (b))4. The minimum clear width required for a wheelchair to turn around an obstruction shall be36 inches minimum where the obstruction is 48 inches or more in length; 42 inches minimumwhere the obstruction is less than 48 inches in length. (Fig 11B-5E)5. The minimum clear width for single wheelchair passage shall be 32 inches at a point and 36inches continuously. (1118B.1, Fig 11B-10)6. The minimum width for two wheelchairs to pass is 60 inches. (1118B.2, Fig 11B-11)7. If the clear floor space only allows forward approach to an object, the maximum highforward reach allowed shall be 48 inches. See Figure 11B-5C(a). The minimum low forwardreach is 15 inches. If the high forward reach is over an obstruction, reach and clearancesshall be as shown in Figure 11B-5C(b). (1118B.5)8. If the clear floor space allows parallel approach by a person in a wheelchair, the maximumhigh side reach allowed shall be 48 inches and the low side reach shall be no less than 15inches above the floor as shown in Figures 11B-5D(a) & (b). If the side reach is over andobstruction, the reach and clearances shall be as shown in Figure 11B-5D(c). (1118B.6)

P. EMPLOYEE WORK AREAS & WORK STATIONS

Work Station is defined as “an area defined by equipment and/or work surfaces intended foruse by employees only, generally for one or a small number of employees at a time...” (1102B)1. Employee areas shall comply with the accessibility requirements of Chapter 11B. (1123B.1)2. Specific workstations need only comply with aisle width and floors and levels, andentryways shall be 32 inches in clear width. Aisles shall not be less than 36 inches if servingonly one side, and not less than 44 inches wide if serving both sides. (1123B.2, 1133B.6.2)3. Employee work areas shall have a minimum of 36 inches clear width access. (1105B.3.2.3,1105B.3.3.2)

Q. FIXED OR BUILT-IN SEATING, TABLES & COUNTERS

1. Where fixed or built-in seating, tables, or counters are provided in accessible public use orcommon use areas, five percent but never less than one must be accessible, as required inSection 1122B. (1122B.1)2. If seating spaces for persons in wheelchairs are provided at fixed tables or counters, clearfloor space complying with Section 1118B.4 shall be provided. Such clear floor space shall notoverlap knee space by more than 19 inches. (1122B.2, Fig 11B-13)3. If seating for persons in wheelchairs is provided at fixed tables or counters, knee spaces atleast 27 inches high, 30 inches wide, and 19 inches deep shall be provided. (1122B.3, Fig11B-13)4. The tops of tables and counters shall be 28 inches to 34 inches from the floor or ground.(1122B.4)

R. SIGNS & IDENTIFICATION

California’s standards for signage are more stringent than Section 4.30 of the ADA Standardsfor Accessible Design. (1117B.5)The International Symbol of Accessibility shall be the standard used to identify facilities thatare accessible to and usable by physically disabled persons as set forth in Title 24 and asspecifically required in this Section. (1117B.5.8.1, Fig 11B-6)1. The International Symbol of Accessibility shall consist of a white figure on a bluebackground. The blue shall be equal to Color No. 15090 in Federal Standard 595B.(1117B5.8.1.1)2. All building and facility entrances that are accessible to and usable by persons withdisabilities and at every major junction along or leading to an accessible route of travel shallbe identified with a sign displaying the International Symbol of Accessibility and with additionaldirectional signs to be visible to persons along approaching circulation paths. (1117B.5.8.1.2,1127B.3)3. Where permanent identification signs are provided for rooms and spaces of a building orsite, raised characters shall be provided and shall be accompanied by Braille in conformancewith Section 1117B.5.2 through 1117B.5.7. Signs shall be installed on the wall adjacent to thelatch outside of the door. Where there is no wall space on the latch side, including at doubleleaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right.Mounting height shall be 60 inches above the finished floor to the centerline of the sign.Mounting location shall be determined so that a person may approach within 3inches ofsignage without encountering protruding objects or standing within the swing of a door.(1117B.5.1, 1117B.5.7)4. When signs direct to or give information about permanent rooms and functional spaces of abuilding or site, they shall comply with Sections 1117B.5.2, 1117B.5.3, and 1117B.5.4. Forother means of egress signs and identification see Chapter 10, Sections 1011.3, 1022.8,1008.1.9.7, 1007.9, 1007.10, 1007.11 and 1007.4. (1117B.5.1.2)5. When raised characters or when pictogram symbols are used, they shall conform to thefollowing: (1117B.5.5)a) Characters on signs shall be raised 1/32-inch minimum and shall be sans - serif uppercasecharacters accompanied by contracted (Grade 2) Braille complying with section 1117B.5.6.(1117B.5.5.1)b) Raised characters or symbols shall be a minimum of 5/8 inch high and a maximum of 2inches high. (1117B.5.5.2)c) Pictorial symbol signs (pictograms) shall be accompanied by the verbal description placeddirectly below the pictogram. The outside dimension of the pictogram field shall be a minimumof 6 inches in height. (1117B.5.5.3)d) Characters and Braille shall be in a horizontal format. Braille should be placed a minimumof 3/8-inch and a maximum of ½-inch directly below the tactile characters; flush left orcentered. When tactile sign is multi-lined, all Braille shall be placed together below all lines oftactile text. (1117B.5.5.4)6. Characters on signs shall have a width-to-height ratio of between 3:5 and 1:1 and a strokewidth-to-height ratio between 1:5 and 1:10. (1117B.5.3)7. Characters, symbols and their background shall have a non-glare finish. Characters andsymbols shall contrast with their background, either light characters on a dark background ordark characters on a light background. (1117B.5.2)8. Characters and numbers on signs required to be accessible by Section 1117B.5.1 Items 2and 3 shall be sized according to the Table in Section 1117B.5.4. (1117B.5.4)9. Contracted (Grade 2) Braille shall be used wherever Braille is required in other portions ofthese Standards. Dots shall be 1/10 inch on centers in each cell with 2/10-inch spacebetween cells. Dots shall be raised a minimum of 1/40 inch above the background.(1117B.5.6)

S. ELECTRICAL

1. The highest operable part of all controls, dispensers, receptacles and other operableequipment shall be installed at an accessible location meeting the clearances and reachrange requirements of Sections1118B.5 and 1118B.6. (1117B.6.3)2. Controls and switches intended to be used by the occupant of the room or area to controllighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment,shall be located no more than 48 inches measured from the top of the outlet box nor lessthan 15 inches measured from the bottom of the outlet box to the level of the finish floor orworking platform. (1117B.6.5.1)3. Electrical receptacle outlets on branch circuits of 30 amperes or less and communicationsystem receptacles shall be located no more than 48 inches measured from the top of thereceptacle outlet box or receptacle housing nor less than 15 inches measured from thebottom of the receptacle outlet box orreceptacle housing to the level of the finish floor or working platform. (1117B.6.5.2)

T. NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED

NOT APPLICABLE

U. ADDITIONAL MISCELLANEOUS REQUIREMENTS

NOT APPLICABLE

V. CLEANER AIR SYMBOL

NOT APPLICABLE

W. ALTERATIONS TO EXISTING BUILDINGS AND FACILITIES

NOT APPLICABLE

WHERE ACCESSIBLE PARKING IS REQUIRED.

Each lot or parking structure where parking is provided for the public as clients, guests oremployees, shall provide accessible parking as required by Section 1129B.

WHERE ACCESSIBLE PARKING SPACES MUST BE LOCATED.

Accessible parking spaces serving a particular building shall be located on the shortestaccessible route of travel from adjacent parking to an accessible entrance (as near aspractical to an accessible entrance). In parking facilities that do not serve a particularbuilding, accessible parking shall be located on the shortest accessible route of travel to anaccessible pedestrian entrance of the parking facility. In buildings with multiple accessibleentrances with adjacent parking, accessible parking spaces shall be dispersed and locatedclosest to the accessible entrances.

SLOPE OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES

Surface slopes of accessible parking spaces and access aisles shall be the minimumpossible and shall not exceed one unit vertical to 50-units horizontal (2-percent slope) INANY DIRECTION. Fig. 11B-18A through C.

ARRANGEMENT OF ACCESSIBLE PARKING SPACES.

Access aisle must be provided on the passenger side of the vehicle for single spaces whenvehicle is going forward into the parking space. Where more than one accessible space isprovided, the access aisle can be located in the center, between the accessible spaces.Access aisles must always be provided on the passenger side for van-accessible spaces.The words “NO PARKING” shall be painted on the ground within each 5- foot (8-feet for “vanaccessible”) loading and unloading access aisle. This notice shall be painted in white lettersnot less than 12 inches high and located so that it is visible to traffic enforcement officials.In each parking area, a bumper or curb shall be provided and located to preventencroachment of cars over the required width of walkways. Accessible parking spaces shallbe so located that persons with disabilities are not compelled to wheel or walk behind parkedcars other than their own.

Ramp shall not encroach into any accessible parkingspace or the adjacent access aisle. Pedestrian ways which are accessible to persons withdisabilities shall be provided from each such parking space to related facilities, including curbcuts or ramps as needed. Ramps shall not encroach into any accessible parking space orthe adjacent access aisle. See Figures and Illustrations.

ACCESSIBLE PARKING SPACE REQUIREMENTS

Important: One in every eight accessible spaces, but not less than one, shall be served byan access aisle 96 inches wide minimum placed on the side opposite the driver’s side whenthe vehicle is going forward into the parking space and shall be designated "van accessible".At facilities providing medical care and other services for persons with mobility impairments,parking spaces complying with Section 1129B shall be provided in accordance with Table11B-6, except as follows:a) Outpatient units and facilities: 10% of the total number of parking spaces provided servingeach such outpatient unit or facility.b) 20% of the total number of parking spaces provided serving each such unit or facility thatspecializes in treatment or services for persons with mobility impairments:

IDENTIFICATION OF ACCESSIBLE PARKING SPACES

1. Each parking space reserved for persons with disabilities shall be identified by areflectorized sign permanently posted immediately adjacent to and visible from each stall orspace, consisting of the International Symbol of Accessibility in white on a dark bluebackground. The sign shall not be smaller than 70 square inches in area and, when in a pathof travel, shall be posted at a minimum height of 80 inches (2032 mm) from the bottom ofthe sign to the parking space finished grade. (1129B.4, Fig 11B-18A, 18B, & 18C).2. Signs, to identify accessible parking spaces, may also be centered on a wall at the interiorend of the parking space. (1129B.4). An additional sign or additional language below thesymbol of accessibility shall state “Minimum Fine $250.”3. Van accessible parking spaces shall have an additional sign stating "Van Accessible"mounted below the symbol of accessibility. Signs identifying accessible parking spaces shallbe located so they cannot be obscured by a vehicle parked in the space. (1129B.4)4. An additional sign shall also be posted in a conspicuous place at each entrance to off-street parking facilities, or immediately adjacent to and visible from each stall or space. Thesign shall be not less than 17 inches by 22 inches in size with lettering not less than 1 inch inheight, which clearly and conspicuously states the following: (1129B.4) "Unauthorizedvehicles parked in designated accessible spaces not displaying distinguishing placards orspecial license plates issued for persons with disabilities will be towed away at owner'sexpense. Towed vehicles may be reclaimed at____________ or byTelephoning_____________ ." Blank spaces are to be filled in with appropriate informationas a permanent part of the sign.5. The surface of each accessible parking space or stall shall have a surface identificationduplicating either of the following schemes: (1129B.4, Fig 11B-18A, 18B, & 18C)a) By outlining or painting the stall or space in blue and outlining an International Symbol ofAccessibility on the ground in the stall or space in white or contrasting color; ORb) By outlining an International Symbol of Accessibility on the ground in the stall or space inwhite on blue background. The International Symbol of Accessibility shall be a minimum 36inches high by 36 inches wide and shall be aligned with the end of the stall or spaceadjacent to the traffic aisle so that it is visible to a traffic enforcement officer when a vehicleis properly parked in a space.

ACCESSIBLE PARKING NOTES LABC 1129B 07/01/12

(A) CLEAR FLOOR SPACEPARALLEL APPROACH

(B) HIGH AND LOW SIDEREACH LIMITS

48"

30"10" MAX 15

" MIN48

" MAX

10" MAX 30"

30" 24" MAX

34" M

AX

46" M

AX

(C) MAXIMUM SIDE REACHOVER OBSTRUCTION

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

15" M

IN

48" M

AX

48" M

AX

21" MAX

(D) SHELVES (E) CLOSETS

21" MAX

THIS DIAGRAM ILLUSTRATES THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND IS INTENDED ONLYAS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

(B) NON ALCOVE WING WALLINSTALLATION

18" MIN.

18" - 19"

5" MAX.

6" MAX.6" MAX.

27" M

IN.

36" M

AX.

32" MIN.

CLEAR *

(A) ALCOVE INSTALLATION

18" MIN.

18" - 19"

5" MAX.

6" MAX.

27" M

IN.

36" M

AX.

32" MIN.

CLEAR *

* 36" MIN. IF WING WALLDEPTH IS >24"

18" MIN

CLEAR FLOOR SPACE ATDRINKING FOUNTAINALCOVES

** AT ALCOVES DEEPERTHAN 24" ADDITIONAL 6"MANEUVERINGCLEARANCE ISREQUIRED. SEE CBC1118B.4, ITEM 2.

48" MIN

32" M

IN

30" M

IN

9" M

IN27

" MIN

36" M

AX

8" MIN. KNEE CLEARANCE

SPOUT HEIGHT AND KNEECLEARANCE AT DRINKINGFOUNTAINS

17" MIN. DEPTH

6" MAX. TOE CLEARANCE

18" TO 19"

CLEA

R

THESE DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDEDONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION

CLEAR FLOOR SPACE30"

48"

PARALLEL APPROACH30"

48"

FORWARD APPROACH

30"

48"

(A) CLEAR FLOOR SPACE IN ALCOVES

30"

48" 12"30" 6"

30"

30"

24" M

AX

(B) ADDITIONALMANEUVERING CLEARANCEFOR ALCOVES

NOTE: IF X>24 INCHES, THEN ANADDITIONAL MANEUVERINGCLEARANCE OF 6 INCHES SHALL BEPROVIDED AS SHOWN

NOTE: IF X>15 INCHES, THEN ANADDITIONAL MANEUVERINGCLEARANCE OF 12 INCHES SHALL BEPROVIDED AS SHOWN

15" O

R LE

SSXX

48"

24" O

RMO

RE

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS ANDARE INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION

(A) SINGLE DOORCLEAR OPENINGS MUST BEBETWEEN THE DOOR IN ITS90 OPENING POSITION ANDTHE FACE OF THE STOP.

STOP

(B) DOUBLE DOORCLEAR OPENINGS FOR TWO LEAFDOORS MUST BE BETWEEN EITHERDOOR IN ITS 90 OPEN POSITION ANDTHE EDGE OF THE DOOR.

90 90

(C) PASSAGE CLEARANCE

AN ADULT SIZE WHEELCHAIR AVERAGES27 INCHES IN WIDTH. THE REQUIRED 32INCH CLEAR OPENING ALLOWS 2-1/2INCHES ON EACH SIDE FOR HANDS

32" CLR 32" CLR

(B) MAXIMUM FORWARD REACH OVERAN OBSTRUCTION

NOTE: X SHALL BE LESS THANOR EQUAL TO 25 INCHES.Z SHALL BE GREATER THANOR EQUAL TO X.WHEN X IS LESS THAN 20INCHES, THEN Y SHALLBE 48 INCHES MAXIMUM.WHEN X IS 20 TO 25 INCHES,THEN Y SHALL BE 44 INCHESMAXIMUM.

30" M

IN

30" M

IN

48" MIN

48"48" MIN

15" M

IN48" M

AX

48" MIN

(A) HIGH FORWARD REACH LIMIT

Y

Z

XZ

X

36" MIN48" OR GREATER

36" MIN

36" M

IN

42" MIN 42" MIN

48" M

IN

LESS THAN 48"

(A) 90° TURN

(B) TURNS AROUND AN OBSTRUCTION

(C) CHANGE IN LEVEL

(D) CHANGE IN LEVEL

1/4" MAX

1/4" TO 1/2"

21

THESE DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDEDONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION

THESE DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDEDONLY AS AN AID FOR BUILDING DESIGNAND CONSTRUCTION

(B) DISPLAY CONDITIONS

(A) SYMBOL PROPORTIONS

80" M

IN

4" MAX

WHE

NHI

GHER

THAN

27"

ANYAMOUNT

WHE

N27

" OR

BELO

W

LOBBY

27" M

AX

CANE RANGE

WALKING PERPENDICULAR TO WALL

WALKING PARALLEL TO WALL

WHE

NGR

EATE

RTH

AN 27

"

CANE RANGE

ELEVATION

CANE HITS POST ORPYLON BEFOREPERSON HITS OBJECT

POST ORPYLON

12" MAX

12" MAX

THIS OVERHANG CAN BEGREATER THAN 12"

BECAUSE NO ONE CANAPPROACH THE OBJECT

FROM THIS DIRECTION.

POST ORPYLON

PLAN

OVERHEAD HAZARDS

GREATERTHAN 12"

27" M

AX

ELEVATION

PLAN

GREATER THAN 12"

FREE - STANDINGOVERHANGING OBJECTS

27" M

AX80

"

PROTECT SHADEDAREA FROM

CROSS-TRAFFIC

CANE DETECTION AREA

EXAMPLE OFPROTECTION AROUNDWALL - MOUNTEDOBJECTS ANDMEASUREMENTS OFCLEAR WIDTHS

PLAN

WING WALLSDOWN TO FLOOR

ADDITIONALPROTECTION NOT

REQUIRED BETWEENWING WALLS

PROTRUDINGOBJECTS HANGING

ON WALL WITHLEADING EDGES

ABOVE 27"

WING WALLSDOWN TO FLOOR

CORRIDOR OR OTHERCIRCULATION SPACE

4" MAX 32" MIN CLR

24" M

AX

36" MIN CLR

WIDTH POINTPASSAGE

CONTINUOUSPASSAGE

ANY

DIME

NSIO

N

SINGLE ACCOMMODATIONTOILET FACILITY

48" M

IN24"

18"

12" M

AX

18" MIN 32" MIN

ACCESSIBLE WATER CLOSETCOMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY

FLUSHACTIVATORON WIDESIDE

18" MIN 32" MIN CLEAR24

" MIN

FLUSHACTIVATOR

ON WIDE SIDE

48" M

IN C

LR

12" M

AX

18" 18" MIN

60" M

IN C

LEAR

CLEA

R

60" MIN54

" MIN

54" M

IN

4" MAX.

CLEAR

60" MIN 60" MIN

33"

19" M

IN

ALL DISPENSERS40" MAX TO

HIGHESTOPERABLE PART

SIDE WALL ELEVATIONTHESE DIAGRAMS ILLUSTRATETHE SPECIFIC REQUIREMENTSOF THESE REGULATIONS ANDARE INTENDED ONLY AS AN AIDFOR BUILDING DESIGN ANDCONSTRUCTION

7" - 9"

17" -19" AFF

GRAB BAR

54" MIN

12" MAX42" MIN

REAR WALL ELEVATION

36" MIN GRAB BAR

* 33"

16"- 18"

12" MIN 24" MIN

TRANSFERSIDE

*REAR GRAB BARALLOWED AT 36" A.F.F.AT TANK-TYPE TOILET

FLUSHACTIVATOR

ON WIDE SIDE

18" M

IN

36" MINGRAB BAR

42" MINGRAB BAR

60" MINDIAMETERCLEAR

30" X 48"CLEARSPACE

34" MIN

24" MIN

32" M

IN

60" MIN

44" MINCLEAR

CLEA

R

THESE DIAGRAMSILLUSTRATE THESPECIFICREQUIREMENTS OFTHESE REGULATIONSAND ARE INTENDEDONLY AS AN AID FORBUILDING DESIGNAND CONSTRUCTION

18"MIN

56" MIN. AT WALLMOUNTED W.C.

WHEN DOORSWINGS IN

59" MIN. AT FLOORMOUNTED W.C.WHEN DOORSWINGS IN

54" MIN.

60" M

IN.

CLEAR

1-1/4" TO1-1/2"NOMINALDIAMETER

WALL

2"

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

THESE DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDEDONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION

9" M

IN27

" MIN

29" M

IN34

" MAX

*NOTE: IF A MINIMUM 9 INCHESHEIGHT OF TOE CLEARANCE ISPROVIDED, A MAXIMUM OF 6INCHES OF THE 48 INCHES OFCLEAR FLOOR SPACEREQUIRED AT THE FIXTUREMAY EXTEND INTO THE TOESPACE.8" MIN

TOECLEARANCE*

KNEECLEARANCE

SIDE ELEVATION

PLAN

CLEARFLOORSPACE30

" MIN

48" MIN18

" MIN

TO

17" MIN

19" MAX

6" MAX17" MIN.

9' - 0" MIN

18' -

0" M

IN

9' - 0" MIN

NOPARKING

DIMENSION TOCENTERLINE OFSTRIPE TYPICAL

WITHIN THE LOADING ANDUNLOADING ACCESS AISLE PAINTTHE WORDS "NO PARKING" IN 12"

HIGH LETTERS MIN

5'-0" MIN AT TYP ACCESSIBLEPARKING STALL 8'-0" MIN ATVAN ACCESSIBLE PARKINGSTALL

70 SQ INCHACCESSIBILITYSIGN PERSEC.1109A.8.8

PEDESTRIANROUTEWHEEL STOP

STRIPES AT36" ON CENTER

TYPICAL PAVEMENTSYMBOL PERSECTION 1129B.4

3' - 0

"

5% MAX SLOPE (2% MAX CROSS SLOPE)

THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESEREGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

60" M

IN U

NLOA

DING

ARE

A

240" MIN

THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OFTHESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FORBUILDING DESIGN AND CONSTRUCTION.

SEE DET 22/G041 FOR SECT A-A

SEE 21/G041

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/8/2014 3:19:32 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

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Driv

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gele

s, C

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G041

TYPICAL DASDETAILS (CBC 11B)

3/12/14

12018

PERMIT SET

NTS 711B-5D-SIDE REACH

NTD 811B-5D-SIDE REACH CONT.

NTS 111B-3A-DRINKING FOUNTAINS

NTS 211B-3B-DRINKING FOUNTAINS CONT.

NTS 311B-5A-MIN CLR FLR SPACE FOR WHEELCHAIRS

NTS 4

11B-5A-MIN CLR FLR SPACE FOR WHEELCHAIRSCONT.

NTS 511B-5B-DOOR WIDTH

NTS 611B-5C-FORWARD REACH

NTS 911B-5E-WIDTH OF ACCESSIBLE ROUTENTS 2911B-6-INTERNATIONAL ACCESIBILITY SYMBOL

NTS 1011B-7A-PROTRUDING OBJECTS

NTS 1111B-7B-OBJECTS MOUNTED ON POSTS OR PYLONS

NTS 1211B-7C-OVERHANGING AND OVERHEAD HAZARDS

NTS 13

11B-7D-PROTECTION AROUND WALL-MOUNTEDOBJECTS

NTS 1411B-1A-RESTROOMS

NTS 1511B-1A-RESTROOMS ELEV

NTS 1611B-1B MULTIPLE ACCOMODATION TOILET

NTS 1711B-1C-TYPICAL GRAB BAR SECTION

NTS 1811B-1D-KNEE CLEARANCES

NTS 1911B-18A-DOUBLE PARKING STALLS

NTS 23

11B-24-ACCESS AISLE AT PASSENGER LOADINGZONES

NTS 2411B-6A-PARKING SIGN

NTS 2511B-6B-PARKING SIGNAGENTS 2011B-20B-CURB DETAIL

NTS 2111B-20D-GROOVING DETAIL AT CURB RAMP

NTS 2211B-20E-CURB RAMP SLOPES

SEE G040, SECTION B, NOTE 20

24" M

AX

32" MIN

36" MIN

CONT

INUO

US P

OINT

60" MIN

60" O

R LO

NGER

60"

60"

(A) 60 INCHES DIAMETER SPACE (B) T-SHAPED SPACE FOR 180° TURNS

36" M

IN 60" M

IN

12" MIN36" MIN

12" MIN

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

ACCESSIBLE PATH OF TRAVEL

30" MIN 42" MIN

48"

30" M

IN

48" MIN 19" MIN

30" M

IN19" M

IN

30" MIN

66" MIN 66" MIN

60" M

IN

48" M

IN

FRONTACCESS

REARACCESS

SIDEACCESSAISLE

SIDEACCESS

AISLE

(A) FORWARD ORREAR ACCESS

(B) SIDE ACCESS

NOTE: EACH INDIVIDUAL SEATING POSITION HAS AN EGRESS ROUTEWHICH DOES NOT CROSS THROUGH OTHER SEATING POSITIONS.THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESEREGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGNAND CONSTRUCTION.

INADEQUATELY ANCHORED DOORMATS INTERFERE WITHWHEELCHAIR TRAFFIC

PROBLEM: THE CONDITIONS SHOWNABOVE OFTEN MAKES ROOMSINACCESSIBLE TO WHEELCHAIRS

BUMP AT RAISED THRESHOLDBLOCKS SMALL WHEELSSMOOTH POLISHED FLOOR PREVENTSTRACTION ON MOVING WHEELS

PRESSURE FROM DOOROPENER

FIRM, FLUSH MOUNTEDMATS ARE PREFERABLE

DOOR

DOORMAT

60" M

IN48

" MIN

12" MIN

24" MIN

PROVIDE THIS ADDITIONALSPACE IF DOOR ISEQUIPPED WITH BOTHLATCH AND A CLOSER

PUSHSIDE

PULL SIDECLEAR AT INTERIOR DOORS

CLEAR AT EXTERIOR DOORS

(A) FRONT APPROACH

18" MIN

NOTE: ALL DOORS IN ALCOVES SHALLCOMPLY WITH THE CLEARANCES FORFRONT APPROACHES.

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS ANDARE INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION

36" MIN

54" MIN

60" M

ON

44" M

IN

(B) HINGE APPROACH

* NOTE: 48" MIN IFDOOR HAS BOTH ALATCH AND A CLOSERPUSH SIDE

PULL SIDE

NOTE: ALL DOORS INALCOVES SHALL COMPLYWITH THE CLEARANCESFOR FRONT APPROACHES.

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONSAND ARE INTENDED ONLY AS AN AID FORBUILDING DESIGN AND CONSTRUCTION

60" M

IN44

" MIN

(C) LATCH APPROACH

* NOTE: 48" MIN IFDOOR HAS A CLOSER

24" MIN

PUSH SIDE

PULL SIDE

NOTE: ALL DOORS INALCOVES SHALL COMPLYWITH THE CLEARANCESFOR FRONT APPROACHES

(A) SIDEWALKOBSTRUCTIONS

(C) WHEEL GUIDE(B) GUIDE RAIL

GUIDE RAILDETAIL

WHEEL GUIDEDETAIL

HANDRAIL& CURB

34" T

O38

"

TO SUITDESIGN

3" ± 1"HIGH

NOTE: GUIDERAIL CENTEREDAT 3" ± 1"

3"

12" MIN12" MIN

34" T

O38

"

FACE OFCURB

STREET

STREET

FACE OFCURB

POLE

48" MINSIDEWALK

36" MINCLEAR

48" MINSIDEWALK

36" MINCLEAR

84" M

IN

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

10" MINBOTTOM RAILRUBBER BUMPER

ON CHAIR

THIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENTS OF THESE REGULATIONSAND IS INTENDED ONLY AS AN AID FORBUILDING DESIGN AND CONSTRUCTION.

12" M

IN

48" MIN

(A) DOOR IN SERIES

18" M

IN

12" M

IN

12" M

IN

48" MIN

(B) BOTH DOORS OPEN OUT

* PROVIDE THIS ADDITIONALSPACE IF DOOR IS EQUIPPEDWITH BOTH A LATCH AND ACLOSER

THESE DIAGRAMS ILLUSTRATETHE SPECIFIC REQUIREMENTS OFTHESE REGULATIONS AND AREINTENDED ONLY AS AN AID FORBUILDING DESIGN ANDCONSTRUCTION

48" MIN

(B) DOORS AT OPPOSITE WALLS

(A) DOORS AT ADJACENT WALLS

48" MIN

18" M

IN

18" M

IN

THESE DIAGRAMS ILLUSTRATETHE SPECIFIC REQUIREMENTSOF THESE REGULATIONS ANDARE INTENDED ONLY AS AN AIDFOR BUILDING DESIGN ANDCONSTRUCTION

2 1 1/2" MAXAT 1:2 SLOPE

1/4" MAX

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

FINISH FLOOR EVENTHRESHOLD

COMPRESSED CARPET1/4" MAX BELOWTHRESHOLD

(B) SLIDING DOOR

NOTE: PROVIDE BUMPER INPOCKET TO PREVENT DOORFROM FULLY RECEDING

(A) PULL SIDE (INTERIOR DOOR)

(C) FOLDING DOOR

THIS DIAGRAM ILLUSTRATES THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND IS INTENDEDONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.

32" MIN

32" MIN

18" MIN

60" M

IN

X > 8

"

STAIRS

T = TREAD WIDTH 11" MINNOTE: EXTERIOR STAIRSALL TREADS ARE TO HAVEWARNINGS STRIPES PERSEC. 1115A.5

1 1/2" MAX 1 1/2" MAX

60MIN

34" T

O 38

"

34" T

O 38

"

12" PLUS TREADWIDTH MIN

12"MIN

34" T

O 38

"

2" MIN4" MAX1"

MAX

T

(D)(C)

(B)(A)

1 1/2"

3" MAX

1 1/2"

MIN

18" M

IN

1 1/2"1 1/4" MIN1 1/2" MAX

1 1/4" MIN2" MAX

1 1/2"

1 1/2"1 1/4"MIN

1/8" MINRADIUS

(TYP)

TO S

UIT

DESI

GN1 1

/2"MI

N1 1

/2"MA

X

THESE DIAGRAMSILLUSTRATE THE SPECIFICREQUIREMENTS OF THESEREGULATIONS AND AREINTENDED ONLY AS AN AIDFOR BUILDING DESIGNAND CONSTRUCTION

LANDING

DOWN DOWN INNERHANDRAIL

LANDING

LANDING

LANDING

DOWNDOWN

NOTE: INNER HANDRAIL AT LANDINGSOF STAIRS THAT DOUBLE BACK ORIMMEDIATELY TURN SHALL BECONTINUOUS AND SHALL NOT EXTENDINTO LANDING OR PATH OF TRAVEL

X: EXTENSION OF HANDRAILSHALL BE EQUAL TO THE TREADWIDTH PLUS 12 INCHES.

DOW

N

X

XX

12"MIN

1 1/2"

X

12" MIN

12"

12"

INNERHANDRAIL

X

LANDING LANDING

DOWN

DOWN

DOWN

GUARDRAIL MAYBE REQUIRED

GUARDRAILMAY BEREQUIRED

LANDINGLANDING

12"MIN

X

THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONSAND ARE INTENDED ONLY AS AN AID FORBUILDING DESIGN AND CONSTRUCTION

12" MIN

60" MIN WHEN NODOOR SWINGSONTO LANDING

TOPPLATFORM

72" MIN SEE NOTE 260"MIN

SEE NOTE 2 SEENOTE 1

NOTE 1:WHEN DOOR SWINGSONTO LANDING 42" MINPLUS DOOR WIDTHNOTE 2:MAXIMUM HORIZONTALDISTANCE OF EACH RAMPAND RUN VARY

60" MIN

INTERMEDIATELEVEL PLATFORM

AS REQUIRED

BOTTOM PLATFORM

(A) STRAIGHT RAMP RUN

THESE DIAGRAMS ILLUSTRATETHE SPECIFIC REQUIREMENTS OFTHESE REGULATIONS AND AREINTENDED ONLY AS AN AID FORBUILDING DESIGN ANDCONSTRUCTION

(B) RAMP WITH TURNING PLATFORM

60" MIN WHEN NODOOR SWINGSONTO LANDING

AS REQUIRED

TOP PLATFORMINTERMEDIATELEVEL PLATFORM

INTERMEDIATE TURNINGPLATFORM

72" MIN SEENOTE 2

60"MIN

SEENOTE 2

SEENOTE 1

72" MIN

THESE DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDED ONLYAS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION

NOTE: 1WHEN DOOR SWINGS ONTOLANDING 42" MIN PLUSDOOR WIDTH

NOTE: 2MAXIMUM HORIZONTALDISTANCE OF EACH RAMPAND RUN VARY

AS REQUIRED

60" MIN

THESE DIAGRAMSILLUSTRATE THESPECIFICREQUIREMENTS OFTHESE REGULATIONSAND ARE INTENDEDONLY AS AN AID FORBUILDING DESIGN ANDCONSTRUCTION

60" MIN WHEN NODOOR SWINGSONTO LANDING

72" MINSEE NOTE 2

SEENOTE 1

NOTE: 1WHEN DOOR SWINGSONTO LANDING 42" MINPLUS DOOR WIDTHNOTE: 2MAXIMUM HORIZONTALDISTANCE OF EACHRAMP AND RUN VARY

60" MIN

(A) RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM

DOOR

WID

THPL

US 42

"

60" MIN

RAMP

24" MIN. EXTERIOR AND18" MIN. INTERIOR BEYONDTHE STRIKE EDGE OF AGATE OR DOOR ON THESIDE TOWARD WHICH ITSWINGS

(A) RAMP LANDING AT DOORWAY

AS REQUIRED

72" MIN

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/8/2014 3:19:37 PM

Mar

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ta G

arde

ns B

oys

& Gi

rls C

lub

Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

ionw

ood

Driv

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gele

s, C

A

G042

TYPICAL DASDETAILS (CBC 11B)

3/12/14

12018

PERMIT SET

NTS 111B-10-MIN CLR WIDTH OF WHEELCHAIR

NTS 211B-11-MIN CLR WIDTH OF TWO WHEELCHAIR

NTS 311B-12-WHEELCHAIR TURNING SPACE

NTS 411B-13-MIN CLR FOR SEATING AND TABLE

NTS 511B-15-SPACE REQ. FOR WHEELCHAIRSEATING

NTS 611B-25-OBSTRUCTIONS

NTS 9

11B-26B-LEVEL MANEUVERING CLEARANCE ATDOORS

NTS 1011B-27-RAMPS AND SIDEWALKS

NTS 1111B-28-OVERHANGING OBSTRUCTIONS

NTS 1211B-29-DOOR CONSTRUCTION

NTS 1311B-30-VESTIBULE

NTS 1411B-31-VESTIBULE CONT.

NTS 1511B-32-THRESHOLDS

NTS 1611B-33-CLEAR DOOR WIDTH AND DEPTH

NTS 1711B-35-WARNING STRIPING AND HANDRAIL

NTS 1811B-36-STAIR HANDRAILS

NTS 1911B-37-STAIR HANDRAILS

NTS 2011B-37-STAIR HANDRAILS CONT.

1/4" = 1'-0" 2111B-38-RAMP DIMENSIONS-STRAIGHT RUN

NTS 23ACCESSIBLE SIGNAGE 1

NTS 25ACCESSIBLE SIGNAGE 2

NTS 2211B-38-RAMP DIMS-TURNING PLATFORM

NTS 2611B-39-RAMP LANDING AND DOORWAY

WATER EFFICIENCY AND CONSERVATION

NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUMALLOWABLE FLOW RATE SPECIFIED IN TABLE 10.303.2.2. (10.303.2)

FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPECERTIFICATION , FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINALINSPECTION APPROVAL. (STATE ASSEMBLY BILL NO. 1881, CALGREEN5.712.4.1)

(E) IRRIGATION CONTROLLER WILL BE USED. NO NEW IRRIGATION WORK IS APART OF THIS PROJECT. IF NEW, CONTROLLER SHALL BE EITHER WEATHER-OR SOIL MOISTURE-BASED. SHOW LOCATION OF CONTROLLER ON PLANS.(10.304.3.1)

MATERIAL CONSERVATION AND RESOURCE EFFICIENCY

WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE SHALLCONFORM WITH LOS ANGELES BUILDING CODE SECTION 1403.2 ANDCALIFORNIA ENERGY CODE SECTION 150. (10.407.1)

NEWLY INSTALLED AUTOMATIC LANDSCAPE IRRIGATORS SHALL BEINSTALLED IN SUCH A WAY THAT IT DOESN'T SPRAY ON THE BUILDING.

NONABSORBENT INTERIOR FLOOR AND WALL FINISHES SHALL BE USEDWITHIN AT LEAST TWO FEET AROUND AND PERPENDICULAR TO NEWEXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC.(10.407.2.2)

CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. INDICATE ON PLANSHOW CONSTRUCTION WASTE WILL BE HANDLED BY A CITY OF LOS ANGELESCERTIFIED HAULER.

100% OF EXCAVATED SOIL AND VEGETATION RESULTING FROM LANDCLEARING SHALL BE REUSED OR RECYCLED. (CALGREEN 5.713.8.3)

TESTING AND ADJUSTMENT IS REQUIRED FOR ALL NEW INSTALLATION OFANY OF THE FOLLOWING SYSTEMS:

a. HEATING VENTILATING AND AIR CONDITIONING SYSTEMi. (2) "CARRIER" 48HCDA08C WITH PREFABRICATED ROOF CURB WITH

ECONIMEZER AND POWER EXHAUST, (1) "CARRIER" 48HCDA07C WITHPREFABRICATED ROOF CURB WITH ECONIMIZER AND POWER EXHAUST.

ii. THE HVAC SYSTEM AND COMPONENTS WILL BE TESTED, ADJUSTED AND BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING

STANDARDS:- TABB'S CONSTRUCTION SPECIFICATION INSTITUTE

MASTERFORMAT (§ 23 05 93 AND § 15990)- NEBB'S STANDARDS FOR TESTING, ADJUSTMENT, AND BALANCING

OF ENVIRONMENT SYSTEMS (7TH EDITION)- AABC'S NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE (6TH

EDITION)- ASHRAE'S STANDARD 111-2008

b. INDOOR AND OUTDOOR LIGHTING AND CONTROLSi. DESCRIBE THE TYPES OF LIGHTING FIXTURES USED AND THEIR

CORRESPONDING CONTROLS AT VARIOUS SPACES/ROOMS WITHINTHE BUILDING (E.G. DIMMERS, OCCUPANCY SENSORS, PROGRAMMABLE TIME SWITCHES, PHOTOSENSORS, ETC...)

ii. NEW LIGHT FIXTURES SHALL BE TESTED AND ADJUSTED

A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMSSHALL BE COMPLETED AND PROVIDED TO THE FIELD INSPECTOR PRIOR TOFINAL APPROVAL. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUALRESPONSIBLE FOR PERFORMING THESE SERVICES. (10.410.4.4)

AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE FIELDINSPECTOR AT THE TIME OF FINAL INSPECTION. (10.410.4.5)

ENVIRONMENTAL QUALITY

IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURNAIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIORTO OCCUPANCY. (CALGREEN 5.714.4.4)

ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGSSHALL BE COVERED WITH TAPE, PLASTIC, OR SHEETMETAL UNTIL THE FINALSTARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT.(10.504.3, CALGREEN 5.714.4.3)

ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTSSHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITSLISTED IN TABLES 10.504.4.1- 10.504.4.3. (10.504.4)

a. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BECOMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FORALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOBSITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION.

(10.504.4)

b. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR MEETS THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:

i. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAMii. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350iii. NSF/ANSI 140 AT THE GOLD LEVELiv. SCIENTIFIC CERTIFICATION SYSTEM INDOOR ADVANTAGE GOLD

(10.504.4.4, CALGREEN 5.714.4.4.4.)

c. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDIN INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. (10.504.4.4.1)

d. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITYFIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OREXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 10.504.4.5. (10.504.4.5)

e. THE FORMALDEHYDE EMMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL.THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILYAVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (10.504.4.5)

GREEN NOTES

12.

16.

19.

20.

21.

23.

24.

25.

26.

27.

28.

32.

33.

34.

36.

f. 50% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALLCOMPLY WITH ONE OR MORE OF THE FOLLOWING:

i. VOC EMMISION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE.

ii. PRODUCTS COMPLIANT WITH THE CHPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN & SCHOOLS PROGRAM

iii. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM

iv. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350. (10.504.4.6, CALGREEN 5.714.4.4.6)

g. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AIR PRIOR TOOCCUPANCY. (10.504.5, CALGREEN 5.714.4.5)

h. DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET FROM AN OUTDOOR AIR INTAKE OR OPERABLE WINDOWS.(10.504.7)

i. THE BUILDING SHALL MEET OR EXCEED THE PROVISIONS FOR MECHANICAL VENTILATION OF SECTION 1203 OF THE LOS ANGELES BUILDING CODE. (10.505.1)

j. BUILDINGS THAT USE DEMAND CONTROL VENTILATION SHALL HAVE CO2 SENSORS AND VENTILATION CONTROLLS INSTALLED INACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART6, SECTION 121(C). (10.506.2)

THE HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENTSHALL NOT CONTAIN CFC OR HALONS. (10.508.1)

44.

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

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G050

GREEN NOTES

3/12/14

12018

PERMIT SET

GRN 1 GRN 10

GRN 11 GRN 15 GRN 17

GRN 1

A300

A701

_____

A701

(E) PLAYGROUND

ADJACENT 1STORY (E)BUILDING TOREMAIN

MARIONWOOD DR

(E) SERVICE DRIVE

ADJACENT2-STORY(E) BUILDINGTO REMAIN

(E) 1 STORY BUILDINGTO BE RENOVATED

(E) BASEBALL FIELDSTO REMAIN

N2

N2

N3

(E) PARKING

(E) MONUMENT SIGN

(E) BACKFLOW PREVENTER

N6

N4

N5

N7

N8

N8

N9

N1N6

1.

2.

3.

4.

5.

6.

7.

8.

9.

REMOVE (E) CONC WALKWAY.

REMOVE (E) CURB RAMP.

REMOVE (E) CONC FOR NEW CURB RAMP ASREQ'D.

REMOVE (E) DRINKING FOUNTAIN.

RELOCATE "RCV" AND ASSOCIATED WIRING/PIPING AS REQUIRED.

PREPARE AREA FOR NEW CONC RAMP.

RELOCATE ALL UTILITIES AND IRRIGATION ASREQ'D.

REMOVE (E) PLANTING.

REMOVE (E) BOLLARDS AS REQ'D.

(E) TREE TO REMAIN

LEGEND

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

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D100

DEMOLITION SITEPLAN

3/12/14

12018

PERMIT SET

1/16" = 1'-0" 5DEMOLITION SITE PLAN

N

RD

WH

(E)11

(E)11

(E)10

(E)10

(E)9

(E)9

(E)8

(E)8

(E)6

(E)6

(E)5

(E)5

(E)4

(E)4

(E)3

(E)3

(E)2

(E)2

(E)1

(E)1

(E)A (E)A

(E)E (E)E

(E)B(E)B

(E)D(E)D

(E)F(E)F

(E)G (E)G

(E)C(E)C

(E)7

(E)7

5D200

5D200

15D200

15D200

(E) S

LOPE

2:12

VIF

(E) S

LOPE

2:12

VIF

1D200

13D200

3D200

4D200

0.1

0.1

(E) 16' - 0"

(E) 73' - 0"

(E) 5

1' - 4

"

(E) 66' - 4"

11' -

8 5/8"

(E) 75' - 0"

(E) 2

3' - 1

1 3/8"

(E) 36' - 10" (E) 38' - 2"

(E) 1

0' - 0

"

(E) 16' - 8"

(E)11

(E)11

(E)10

(E)10

(E)9

(E)9

(E)8

(E)8

(E)6

(E)6

(E)5

(E)5

(E)4

(E)4

(E)3

(E)3

(E)2

(E)2

(E)1

(E)1

(E)A

(E)E

(E)B

(E)D

(E)F

(E)G

(E) GYMNASIUMTO REMAIN AS IS

(E) CLASSROOM(E) CLASSROOM

(E) HALL

(E) RESTROOMS

(E) OFFICE

(E) CLASSROOM

(E) LOBBY

(E) KITCHENTO REMAIN

(E)C

(E)7

(E)7

N10

N6

N8, N9

N45D200

5D200

15D200

15D200

(E) 1

5' - 0

"(E

) 1' -

0"

(E) 16' - 10" (E) 21' - 7" (E) 21' - 2" (E) 15' - 5"

(E) 164' - 0"

(E) 6' - 8" (E) 16' - 9" (E) 16' - 5" (E) 16' - 5" (E) 16' - 9"

66' -

4"

(E) 1

9' - 5

5/8"

(E) 7

' - 2 7

/16"

(E) 1

6' - 9

9/16

"

WIDENOPENING

N1, N2, N13 TYP

N3

N1, N2 TYPN5N5

N6

N7, N9

N8, N9

N8, N9

N9

(E) STOR

(E) STOR

N8, N9

N7, N9

N11 N11

N7, N9

N8, N9

N7, N9

N12, TYP

N13

N13

N13

N13

N13

1D200

13D200

3D200

4D200

0.1

0.1

N15

N15N15N15

N15

N16

N17

N16

N18

N16 N16

REMOVE (E) FLOOR& WALL TILE

LEGEND(E) CMU WALL TO REMAIN

(E) WALL TO REMAIN

(E) WALL/ BUILDING COMPONENTTO BE REMOVED

(E) OPENING, SLAB, OR ROOF DEMOAS REQ'D

EXISTING PLANS ARE FOR REFERENCE ONLY.CONTRACTORS TO VERIFY EXISTING CONDITIONS.ALL EXISTING DIMENSIONS SHOWN AREAPPROXIMATE FIELD MEASUREMENTS.CONTRACTOR TO VERIFY IN FIELD ALL EXISTINGDIMENSIONS.

ANY (E) FIXTURES, EQUIPMENT, COUNTERS,DOORS, FRAMES, ETC. SHALL NOT BE DEMOLISHED.CARE SHALL BE TAKEN TO PRESERVE SUCHELEMENTS AND PREVENT DAMAGE TO THEM.

INTERIOR WALLS:INTERIOR WALLS INDICATED AS DOTTED IN THEDRAWING ARE TO BE REMOVED ENTIRELY. WHEREEXISTING WALL FRAMING IS INDICATED TO REMAIN,CONTRACTOR CAN CHOOSE TO REMOVE THE WALLIN ITS ENTIRETY OR TO REMOVE EXISTING WALLFINISHES, LEAVING EXPOSED FRAMING.

WHERE STRUCTURAL WALLS, COLUMNS, ANDBEAMS ARE REMOVED, SHORING SHALL BEPROVIDED TO SUPPORT THE FLOOR OR ROOFSTRUCTURE ABOVE UNTIL NEW STRUCTURE CANBE CONSTRUCTED.

REPLACE ANY DAMAGED AND/OR ROTTED WOODFRAMING. REMOVAL OF STRUCTURAL FRAMINGSUBJECT TO REVIEW BY STRUCT ENGINEER PRIORTO DEMOLITION.

COLUMNS & BEAMS:ALL WOOD POSTS & BEAMS SHALL REMAIN, UNO.

EXTERIOR WALLS:REMOVE AS NOTED.

FLOORS:CONCRETE SLAB ON GRADE SHALL REMAIN, UNO.THE FLOOR SLAB SHALL BE REMOVED TOACCOMMODATE NEW FLOOR SLAB ELEVATIONS ASINDICATED ON THE MEP, STRUCT, ANDARCHITECTURAL DRAWINGS.

ALL INTERIOR FLOOR FINISHES TO BE REMOVEDEXCEPT IN THE GYM AND RESTROOMS.

WINDOWS AND DOORS:REMOVE ALL EXISTING WINDOWS, DOORS & TRIMAS INDICATED.

CEILINGS:AT 1ST FLOOR CEILINGS, REMOVE ALL PLASTERFINISH & DROPPED CEILING FRAMING. REMOVEEXISTING GYB BD FINISH.

ROOF:THE WOOD-FRAMED ROOF STRUCTURE SHALLREMAIN, UNO. THE ROOF FRAMING AND SHEATHINGSHALL BE REMOVED TO ACCOMMODATE ANY NEWPENETRATIONS AND OPENINGS INDICATED ON THEMEP, STRUCT, AND ARCHITECTURAL DRAWINGS.REPLACE ANY DAMAGED AND/OR ROTTED WOODSUBSTRATE AND JOISTS. REMOVAL OFSTRUCTURAL FRAMING SUBJECT TO REVIEW BYSTRUCT ENGINEER PRIOR TO DEMOLITION.

EXISTING BUILT-UP ROOF, CRICKETS, AND FLASHINGTO REMAIN, UNO.

ROOF DRAIN BODIES TO REMAIN.

KEEP EXISTING VENTS THROUGH THE ROOF.

MEP:REMOVE EXISTING SYSTEMS AND THEIRCOMPONENTS, AS NOTED ON THESE DRAWINGSINCLUDING BUT NOT LIMITED TO ALL CONDUITS,PANELS, RISERS, HANGERS, AND CONNECTIONS.

ALL SINKS AND LAVATORY FAUCETS SHOWN TO BEREMOVED SHALL BE STORED ON SITE FORSALVAGE OR REUSE.

REMOVE (E) LIGHT FIXTURES NOT TO BE USED.COORDINATE WITH ELECTRICAL LIGHTING PLAN.

SHEET NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

REMOVE (E) SLAB AND FOOTINGS THAT WILLHINDER NEW CONSTRUCTION. OBTAINSTRUCTURAL ENGINEER'S APPROVAL PRIOR TOREMOVING ANY (E) SLAB AND FOOTINGS.

REMOVE AND/OR GRIND (E) SLAB TO MEET NEWCONC SLAB.

REMOVE (E) CEILING AND FRAMING AS REQ'DFOR INSTALLATION OF MECHANICAL DUCTS.

REMOVE WALLS. (E) COLUMN TO REMAIN.

REMOVE (E) CABINETS.

REMOVE (E) WALL HEATERS.

(E) LOW CMU WALL TO BE REMOVED.

(E) LOW CMU WALL TO REMAIN.

(E) WINDOWS TO BE REMOVED.

REMOVE (E) CONC WALKWAY.

REMOVE (E) FENCE.

(E) STL PIPE COLUMNS TO REMAIN.

REMOVE (E) FLOOR FINISH.

REMOVE (E) FURRED WALL AND ELECT PANELS.

REMOVE OR CUT (E) TOILET PARTITION ANDDOOR. COORD W/ 2/A603.

REMOVE (E) HANDRAILS.

REMOVE (E) CONC STEPS. COORD W/ A100.

RELOCATE (E) PIPE AS NECESSARY.

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

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D110

DEMOLITION PLANS

3/12/14

12018

PERMIT SET

1/8" = 1'-0" 2DEMOLITION ROOF PLAN

1/8" = 1'-0" 4DEMOLITION FLOOR PLAN

N

N

(E) 1ST FL FFE+0' - 0"

(E)B(E)D(E)F(E)G (E)C

(E) TO LINTEL+4' - 7 3/4"

SOCIAL RECREATIONCENTER

101

N15

N1N2

N12

N8

N13 N4

N6

N3

N7

A9407

(E) 1ST FL FFE+0' - 0"

(E)B(E)D (E)C

(E) TO LINTEL+4' - 7 3/4"

N8

N4

N6

N7

N6

N7

(E) 1ST FL FFE+0' - 0"

(E)11 (E)10 (E)9 (E)8 (E)6 (E)5 (E)4 (E)3 (E)2 (E)1(E)7

(E) TO LINTEL+4' - 7 3/4"

(E) TO LINTEL GYM+11' - 5"

N6 N7

N13 N2

N7 N6

N12

TO PLATE LOW ROOF+7' - 9"

TO PLATE HIGH ROOF+10' - 10 1/2"(E) TO PLATE

+8' - 9"

(E) 1ST FL FFE+0' - 0"

(E)A(E)E(E)G

(E) TO LINTEL GYM+11' - 5"

N9

N11

(E) 1ST FL FFE+0' - 0"

(E)A (E)E(E)B (E)D (E)F (E)G(E)C

N2

N9

N7

N12

N16

(E) 1ST FL FFE+0' - 0"

(E)11(E)10(E)9(E)8(E)6(E)5(E)4(E)3(E)2(E)1 (E)7

N12

N13 N13 N10,TYP

N13 N13

N6 N7 N5

N7

N7 N9 N7 N15 N11 N10 N7 N9 N10N16

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

REMOVE (E) CEILING AND FRAMING AS REQ'DFOR INSTALLATION OF MECHANICAL DUCTS.

REMOVE WALLS. (E) COLUMNS TO REMAIN.

REMOVE BUILT-INS.

REMOVE WALL HEATERS.

(E) LOW CMU WALL TO BE REMOVED.

(E) CMU WALL TO REMAIN.

(E) WINDOWS TO BE REMOVED.

REMOVE (E) CONC WALKWAY.

REMOVE (E) FENCE.

(E) STL PIPE COLUMNS TO REMAIN.

REMOVE WALLS.

DEMO PORTION OF ROOF.

REMOVE DOORS.

DEMO PORTION OF WALL.

(E) CONC SLAB TO REMAIN.

DEMO (E) STEPS AND HANDRAILS.

LEGEND

(E) CMU WALL TO REMAIN

(E) WALL TO REMAIN

(E) WALL/ BUILDING COMPONENTTO BE REMOVED

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

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D200

DEMOLITIONELEVATIONS/SECTIONS

3/12/14

12018

PERMIT SET

1/8" = 1'-0" 15DEMOLITION SECTION 4 1/8" = 1'-0" 5DEMOLITION SECTION 5

1/8" = 1'-0" 1NORTH ELEVATION DEMOLITION

1/8" = 1'-0" 13EAST ELEVATION DEMOLITION 1/8" = 1'-0" 3WEST ELEVATION DEMOLITION

1/8" = 1'-0" 4SOUTH ELEVATION DEMOLITION

DN

DN

(E) PLAYGROUND

ADJACENT 1STORY (E)BUILDING TOREMAIN

MARIONWOOD DR

(E) SERVICE DRIVE

ADJACENT2 STORY(E) BUILDINGTO REMAIN

(E) PARKING LOT18 (E) STANDARD1 (E) COMPACT1 (N) COMPACT2 (E) DAS22 TOTAL SPACES

(N) 1 STORY ADDITION

N1

N3

N4

N5

N5

N5

(E) 1 STORY BUILDING

N6

10' -

0"

2 5' -

0"

(E) BASEBALL FIELDS

N7

N9

N10

N11N11

N12

N13

N14

N14

N14

N14

N14

N14

5' - 0

"

N17

RENOVATEUNDER (E)ROOF

RENOVATEUNDER (E)ROOFRENOVATE UNDER

(E) ROOF

12' -

5"

19' -

7"

39' - 2"

13' - 0"

15' -

2"

30' -

6"

(E) 9

' - 0"

(E) 8

' - 0"

(E) 9

' - 0"

18' - 0"

(E) S

TALL

WID

TH V

ARIE

S BT

WN

9'-2"

AND

10'-0

"

(E) 1

5' - 0

"(E) 10' - 4"(E) 9' - 7"

(E) 18' - 0" TYP

(E) S

TALL

WID

TH V

ARIE

S FR

OM 8'

-6" T

O 9'-

6"

(E) 60' - 0"

N18

(E) 2

0' - 0

"

30' - 0"(E) 238' - 1"

25' - 0"

25' -

1"

30' - 0" 37' - 1"

IMAG

INAR

Y PL

IMAG

INAR

Y PL

IMAG

INAR

Y PL

N15

IMAGINARY PL

30' -

0"

IMAGINARY PL

PROP LINE

42' - 7"

16' - 1"

N20

N20

N21

G04125

N19

N16

A1001

A1006

COMPACT COMPACT

CLEAN AIRVEHICLE

N22

15' -

5" ACCESSIBLE PATH OF TRAVEL

(E) TREE TO REMAIN

LEGEND

(E) UTILITY

CONC STAIR AND LANDING.

(E) MONUMENT SIGN

(E) RAMP

(E) STREET LIGHTING

(E) BOLLARDS

(E) CONC STEP.

NOT USED.

CONC RAMP AND LANDING.

(E) CONC STAIR TO REMAIN.

(E) RAISED CONC SLAB TO REMAIN.

(E) CONC WALKWAY.

CONC WALKWAY.

(E) LANDSCAPING AND HARDSCAPE TO REMAIN.

BIKE RACK FOR 15 BIKES.

(3) ELECT MAIN. SEE ELECT DWGS.

(E) FIRE HYDRANT APPROXIMATELY 171' FROMTHE BUILDING ENTRY. VIF.

STRIPE NEW COMPACT STALL.

FIRE DEPARTMENT CONNECTION. SEE CIVILDWGS.

(E) PARKING SIGNS. REPLACE AS REQ'D. SEEDETAILS 24, 25/ G041.

CURB RAMP. SEE 20/ G041.

DESIGNATED PARKING FOR LOW-EMITTING,FUEL-EFFICIENT AND CARPOOL/VAN POOLVEHICLE. PAINT "CLEAN AIR VEHICLE"SIGNAGE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

A.

B.

C.

D.

E.

ALL DIMENSIONS ARE TO FOS OR FOC UNO.

SEE SHTS G040-G042 FOR TYP ACCESSIBILITYREQ'TS.

ALL DIMENSIONS INDICATED AS "CLR" ARE FROMFINISH TO FINISH.

PROVIDE EXPANSION JOINTS AT ALL POINTS OFCONTACT BTWN SLAB AND VERTICAL SURFACES.

CONTROL JOINTS OR CONSTRUCTION JOINTSSHALL DIVIDE THE SLAB ON GRADE INTOSECTIONS WITH AREAS NOT EXCEEDING 400SF(20' X 20') WITHOUT RE-ENTRANT CORNERS ANDLENGTH TO WIDTH RATIO NOT EXCEEDING 1 1/2:1.ADDITIONAL CONTROL OR CONSTRUCTION JOINTSSHALL BE PLACED AT RE-ENTRANT CORNERS.

SHEET NOTES

4' - 0

"4'

- 0"

6' - 0"SLOPE = 1:12 MAX

± 9' - 3" VIF

8' - 6

"

SLOPE = 1:12 MAX± 14' - 9" VIF

DN

(E) 5' - 1" ±

42"

12"

24"

4' - 11" +/-

12"

5' - 0"

CONC CHEEK WALL

(E) CONCCHEEK WALLAND STEPS

1' - 8"

4"

(N) ST STL HANDRAIL

DN

ST STL HANDRAIL W/GUIDE RAIL

6' - 0" .

4' - 0"

CONC WALKWAY TOMEET SERVICE DR

12"

10' -

7"SL

OPE

1:12 M

AX±

7' - 0

" VIF

2' - 0"5' - 2"

4' - 0"

DN

HANDRAILONLY REQ'DIF RAMP HTIS GREATERTHAN 6"

ST STLHANDRAIL

3' - 6

" MIN

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

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A

A100

SITE PLAN

3/12/14

12018

PERMIT SET

N

1/16" = 1'-0" 5SITE PLAN

1/4" = 1'-0" 6RAMP SOUTH 1/4" = 1'-0" 1RAMP EAST

NOTES:- RAMP HEIGHT = ±6" VIF- SEE DETAILS 10 & 21/G041FOR ADD'L NOTES.

NOTES:- RAMP HEIGHT = ±24" VIF- SEE DETAILS 10, 22,26/G041 FOR ADD'LNOTES.- SEE 17/G042 FOR STAIRDETAILS- PROVIDE PTD WARNINGSTRIPING AT STEPS

REF.

WH

DN

RDRD

1A300

1A300

18A300

18A300

1A200

4A200

3A200

18A200

(E) 16' - 0"

(E) 73' - 0"

(E) 5

1' - 4

"

(E) 66' - 4"

(E) 1

1' - 8

5/8"

(E) 75' - 0"

(E) 36' - 10" (E) 38' - 2"(E) 16' - 10"

(E) 1

0' - 0

"

TECHNOLOGYCENTER

100

(E) KITCHEN102

(E) WOMEN114

(E) GYMNASIUM107

(E) 1

5' - 0

"

SOCIAL RECREATIONCENTER

101

(E) STOR105

(E) STOR106

LOBBY104

8' - 0"

A600

A600

3S

3A300

3A300

15A300

15A300

VESTIBULE103

(E) WOMEN116

TEEN CENTER111

(E)11

(E)11

(E)10

(E)10

(E)9

(E)9

(E)8

(E)8

(E)6

(E)6

(E)5

(E)5

(E)4

(E)4

(E)3

(E)3

(E)2

(E)2

(E)1

(E)1

(E)A

(E)E

(E)B

(E)D

(E)F

(E)G (E)G

(E) MEN115

(E) MEN117

PRACTICE ROOM110

STUDIO108

(E)C

(E) 1

9' - 5

5/8"

OFFICE112

A6001W

1N

2E

1S

3E

3N

3W

4E

4N

4W

(E) 16' - 10" (E) 21' - 7" (E) 21' - 2" (E) 15' - 5" (E) 16' - 9" (E) 16' - 5" (E) 16' - 5" (E) 16' - 9"

(E)7

(E)7(E) 6' - 8"

(E) 7

' - 2 7

/16"

(E) 1

6' - 9

9/16

"

(E) 6

6' - 4

"

A601 5E

5S

A6015W

5N

A601 4E

4S

4W

4N

A601

2S

2N

2E2W

(E) 1' - 7"

(E) 2' - 8"

(E) 5' - 7"(E) 16' - 9" (E) 16' - 5" (E) 16' - 5" (E) 16' - 9"

(E) 4"

(E) 6' - 9"

ART SHOP119

17A300

4A300

4A300

13A300

13A300

(E) 1

1' - 2

3/8"

EDUCATION CENTER120

N3

N6

20A300

N2

N2

OFFICE121

OFFICE122

OFFICE123

OFFICE124

SOUND BOOTH109

N7

107A

106

105

107B

108

109

112

102A

113

115

102B

116117

100A

S14 S15 A S1

S3S4

S5 S5 S5 S5

GGGGGGG

DS16S19

A

3A

119

S15

S2 103

E

B

1A

N2

N1

N4

N8

N6

5' - 2"

10' -

7 1/2"

1B

B2

3A

ABELOW

A

3B

B1BELOW

B1BELOW

B1BELOW

B1BELOW

1 3/4"

FOSS12C

C

1A

B2B2

B1

B1BELOW

B1BELOW

FOSB1

BELOW

BELOWB1

104

S9

N10

N9

A602

3S

3N

3E3W

A602

4S

4W

4N

4E

DF

N11

A602 2E

2N

2W

2S

A602 1E

1N

1W

1S

4S

A600

5N

5E5W

A601

1N

A601

1S

1W 1E

A600

A600

5S

S18

S18

S18

6"

7"

N12

120

S13

B2

B1

1B

B1

2B

111A

121

122

123

124

E

S8

111B

F

S10

114

CC

2.90.1

0.1

1.1 2.1

2.1

6' - 0" 2' - 8" 5' - 0 1/2" 0' - 6"

FE

FE

FE

8' - 9

"

S12 S11

N13

10' - 1"

S12 S12 S12

N12

N12

N12

1' - 0

"4"

1' - 8"N14

1B

S13

S13

S13

110

111C

SEE 14/A603

SEE 3/A603

100B

DS

DSDS

N15

N15

N15

N15

1A300

1A300

18A300

18A300

1A200

4A200

3A200

18A200

3A300

3A300

15A300

15A300

(E)11

(E)11

(E)10

(E)10

(E)9

(E)9

(E)8

(E)8

(E)6

(E)6

(E)5

(E)5

(E)4

(E)4

(E)3

(E)3

(E)2

(E)2

(E)1

(E)1

(E)A

(E)E

(E)B

(E)D

(E)F

(E)G (E)G

(E)C

(E)7

(E)7

17A300

4A300

4A300

13A300

13A300

17' - 11"

10' -

5"

20A300

(E) 16' - 0" (E) 73' - 0"

(E) 5

1' - 4

"

(E) 75' - 0"

(E) 1

5' - 0

"

(E) 1

9' - 5

5/8"

(E) 16' - 10" (E) 21' - 7" (E) 21' - 2" (E) 15' - 5" (E) 16' - 9" (E) 16' - 5" (E) 16' - 5" (E) 16' - 9"(E) 6' - 8"

(E) 7

' - 2 7

/16"

(E) 1

6' - 9

9/16

"

(E) 6

6' - 4

"

(E) 1

1' - 2

3/8"

(E) S

LOPE

2:12

VIF

(E) S

LOPE

2:12

VIF

MATC

H (E

)SL

OPE

2:12 V

IF

MATC

H (E

) SLO

PE2:1

2 VIF

SLOPE 2%MIN

N1N1

N2

N2

N2

N4

N3

2.90.1

0.1

1.1 2.1

2.1

MATC

H (E

)SL

OPE

2:12 V

IF

N8

N9N7

MIN1' - 6"

N3N3

N5

N5

MIN

3' - 0

"MI

N3'

- 0"

MIN3' - 0"

14' -

6" +/

- VIF

11' - 10" +/- VIF 1' - 3"8' - 1

"

MIN1' - 6"

MIN

3' - 0

"

MIN

3' - 0

"

MIN3' - 6"

5' - 0"

22' - 4" +/- VIF

13' -

4" +/

- VIF

N10

S17

S17

REV

S21

S20

N11

DSDS

DS

N12

2A940 SIM

A.

B.

C.

D.

E.

F.

G.

ALL DIMENSIONS ARE TO FOS, FOM ORCENTERLINE OF WALL UNO.

ALL DIMENSIONS INDICATED AS "CLR" AREFROM FINISH TO FINISH.

VERIFY ALL EXISTING DIMENSIONS IN THE FIELD.

SEE SHTS G040-G041 FOR TYP ACCESSIBILITYREQ'TS.

ROOMS LABELED AS HAVING A FIRE RATINGSHALL HAVE RATED WALL AND CEILINGASSEMBLIES.

PROVIDE ROOM & UNIT IDENTIFICATIONSIGNAGE.

PROVIDE LEVEL LANDINGS @ EXT DOORS ANDGATES.

SHEET NOTES

WOOD POST PER STRUCT DWGS

SEE SHT A900 FOR WALL TYPES

FLOOR LEVELING COMPOUND

(E) CONCRETE BLOCK WALL

30 x 48 WHEELCHAIR CLEARANCE

1

LEGEND

(E) BUILT-UP ROOF.

CLASS A BUILT-UP ROOF. MATCH EXISTING.

MECHANICAL EQUIPMENT ON INTEGRALEQUIPMENT PAD. PROVIDE HIGH QUALITYVIBRATION ISOLATORS.

(E) ROOF DRAIN.

MECHANICAL SCREEN.

DUCT ON ROOF.

SEISMIC JOINT AT ROOF RIDGE.

CRICKET @ 2%.

SEISMIC JOINT AT (E) LOW ROOF.

ROOF HATCH. CENTER ALONG N-S AXIS OFROOM BELOW.

WALL INFILL ALONG GRIDLINE 2.9 BTWNEXISTING ROOF AND NEW.

EXHAUST FAN

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

ROOF PLAN NOTES

LANTERN ABOVE.

SOFFIT ABOVE.

RECESSED, MOTORIZED PROJECTION SCREEN.

PROVIDE MANUAL MECHO-SHADES AT ALLEXTERIOR WINDOWS EXCEPT GYM, VESTIBULE,LOBBY, KITCHEN, AND RESTROOMS.

CONCRETE STEPS AND LANDING. RISERMAX = 7", TREAD = 11".

(E) CONCRETE SLAB.

PROVIDE LEVELLING COMPOUND AT (E) CONCPATIO FLOOR. BLEND WITH (E) CONC SLAB.GRIND (E) CONC AS REQUIRED.

CONC LANDING AND RAMP DOWN TO MEET(E) SLAB.

RECEPTION DESK. SEE ENLARGED PLAN16/A980.

CONC SLAB.

REPLACE (E) DRINKING FOUNTAIN W/ ELKAYEHWM14C ADA COMPLIANT DRINKINGFOUNTAIN. STAINLESS STEEL RAILS. SEE 1, 2/G041.

SEISMIC JOINT PER STRUCTURAL.

CLAD (E) POST IN DRYWALL. REINFORCEDCORNERS.

(E) CONC STEPS TO REMAIN. (E) R = 7" MAX. (E)T = 11" VIF. ADD PTD WARNING STRIPING. NEWSTAINLESS STEEL HANDRAIL.SEE DET 17/G042.

BUILT-IN DESK. SEE SEE ENLARGED PLAN DET24/A980.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

FLOOR PLAN NOTES

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/9/2014 4:15:45 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

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Driv

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A

A110

PLANS

3/12/14

12018

PERMIT SET

1/8" = 1'-0" 4FLOOR PLAN

1/8" = 1'-0" 2ROOF PLAN

N

N

(E) BUILT-UP ROOF.

PAINT (E) CMU WALL.

ALUM STOREFRONT WINDOWS.

SPANDREL GLASS.

MECHANICAL SCREEN. SEE DET 19/A940.

EXTERIOR PLASTER, PAINTED.

BUILT-UP ROOF TO MATCH EXISTING.

INFILL WALL.

PAINT (E) EXTERIOR PLASTER WALL.

PAINT (E) WALL PER OWNER'S DIRECTION.

CONC RAMP AND PTD GALV STL TUBEGUARDRAIL.

(E) CONC STEPS.

(E) RAISED CONC SLAB.

GALV SHT MTL AWNING, PTD.

CONC STAIR AND LANDING. PTD GALV STL TUBEGUARDRAIL.

WOOD FASCIA TO MATCH (E).

SEISMIC JOINT.

DOWNSPOUT. CONNECT TO UNDERGROUNDPIPE, SEE CIVIL.

GUTTER

EXT PLASTER CONTROL JOINT

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

(E) 1ST FL FFE+0' - 0"

(E)11 (E)10 (E)9 (E)8 (E)6 (E)5 (E)4 (E)3 (E)2(E)7

(E) TO LINTEL+4' - 7 3/4"

(E) TO LINTEL GYM+11' - 5"

N4

N7

N6

N2N3, TYP

N1N5N3

N2

N5N1

N3

N2

0.11.1

TO PLATE LOW ROOF+7' - 9"

(E) 2

4' - 0

" +/-

16' -

0" T

O RI

DGE

TO PLATE LANTERN+17' - 9"

PT5PT3

PT7

(E) 1ST FL FFE+0' - 0"

(E)A(E)E(E)G

(E) TO LINTEL GYM+11' - 5"

N1

N10

N1

N6

N11N12 N13

(E) 2

4' - 0

" +/-

(E) TO PLATE+8' - 9"

PT3

PT7

(E) 1ST FL FFE+0' - 0"

(E) 1ST FL FFE+0' - 0"

(E)11(E)10(E)9(E)8(E)6(E)5(E)4(E)3(E)2(E)1 (E)7

N7

N6

N3, TYP

N5

N5

N2 N13

N1

N1 N9

N1

N6

N12N3, TYP

N16

N16

2.90.1 1.1 2.1

TO PLATE LOW ROOF+7' - 9"

TO PLATE HIGH ROOF+10' - 10 1/2" (E) TO PLATE

+8' - 9"

16' -

0" T

O RI

DGE

(E) 2

4' - 0

" +/-

MAXI

MUM

BUILD

ING

HEIG

HT26

' - 0"

+/-

TO PLATE LANTERN+17' - 9"

PT5 PT3

PT5

PT3

PT7

PT5

PT3PT3PT3PT3

PT3

N17N18 N18N6

N20

N13 N20, TYP

N19

N19

(E) 1ST FL FFE+0' - 0"

(E)A (E)E(E)B (E)D (E)F (E)G(E)C

N1

N1

N7

N2N3 N3

N5

N6

N6

N8

N9

(E) 2

4' - 0

" BLD

G HT

MAXI

MUM

BUILD

ING

HEIG

HT

(E) 2

6' - 0

" +/-

16' -

0" T

O RI

DGE

TO PLATE LOW ROOF+7' - 9"

TO PLATE HIGH ROOF+10' - 10 1/2"

TO PLATE LANTERN+17' - 9"

PT5PT3

PT7

PT5

PT5

N17

N17

N8N18

N18

N19

N19

N20

SHEET NOTESA.

B.

C.

D.

E.

F.

SEE A701 FOR PAINT COLOR LEGEND.

ALL DOORS AND FRAMES = PT8.

ALL WINDOW FRAMES = PT8.

ALL STEEL RAILS = PT3.

ALL ROOF FASCIAS = PT6.

ALL CONC SILLS = PT6.

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

4/9/2014 4:15:48 PM

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

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Driv

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A

A200

ELEVATIONS

3/12/14

12018

PERMIT SET

1/8" = 1'-0" 1NORTH ELEVATION

1/8" = 1'-0" 18EAST ELEVATION

1/8" = 1'-0" 4SOUTH ELEVATION

1/8" = 1'-0" 3WEST ELEVATION

(E) BUILT-UP ROOF

LANTERN

BUILT-UP ROOF TO MATCH (E)

ROOF HATCH

LEVEL (E) FLOOR

SOFFIT

(E) 8X10

SLOPED CEILING

MECHANICAL SCREEN

GLASS SLIDING DOOR

GALV SHT MTL AWNING

CRICKET

SEISMIC JOINT

CONC SLAB

WALL INFILL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.(E) 1ST FL FFE

+0' - 0"

(E)11(E)10(E)9(E)8(E)6(E)5(E)4(E)3(E)2(E)1 (E)7

(E) GYMNASIUM107(E) TO LINTEL

+4' - 7 3/4"

(E) TO LINTEL GYM+11' - 5"

TECHNOLOGYCENTER

SOCIAL RECREATIONCENTER LOBBY

N1

N3 N2

N1

N6

2.1

TO PLATE LANTERN+17' - 9"

(E) 1ST FL FFE+0' - 0"

(E)E(E)G

N7

N7

TEEN CENTER LOBBY VESTIBULEN6

N9

N1

(E) TO PLATE+8' - 9"

11' -

0"

+/-

VIF

N14

(E) 1ST FL FFE+0' - 0"

(E)B(E)D(E)F(E)G (E)C

SOCIAL RECREATIONCENTER(E) WOMEN

N6 N2

N1 N6

TO PLATE HIGH ROOF+10' - 10 1/2"

TO PLATE LANTERN+17' - 9"

11' -

9"

+/-

VIF

10' -

5"

+/-

VIF

(E) 1ST FL FFE+0' - 0"

(E)B(E)D(E)F(E)G (E)C

ART SHOP

SOCIAL RECREATIONCENTER

A9402

N9

N3

N6

N2

N6

N1

TO PLATE HIGH ROOF+10' - 10 1/2"

TO PLATE LANTERN+17' - 9"

N13

N13

N15

N12

N3A940

7

(E) 1ST FL FFE+0' - 0"

(E)B(E)D(E)F(E)G (E)C

(E) TO LINTEL+4' - 7 3/4"

TECHNOLOGYCENTEREDUCATION CENTER

A40024

A40014

N6N3

N1

N10

TO PLATE HIGH ROOF+10' - 10 1/2"

N13

N13 N3N15

(E) 1ST FL FFE+0' - 0"

(E)3(E)2(E)1

A4004

EDUCATION CENTER ART SHOP

(E) MEN

A94015

N1

N6

N3

2.90.1 1.1 2.1

TO PLATE LOW ROOF+7' - 9"

OFFICE

N9 N4

N13

(E) 1ST FL FFE+0' - 0"

(E)A(E)E(E)G

(E) GYMNASIUMTEEN CENTER

N1

N4

N6N1N9

N5

(E) TO PLATE+8' - 9"

(E) 1ST FL FFE+0' - 0"

(E)D (E)F (E)G(E)C

(E) TO LINTEL+4' - 7 3/4" TECHNOLOGY

CENTER

OFFICE

N3 N8

N10

TO PLATE LOW ROOF+7' - 9"

TO PLATE HIGH ROOF+10' - 10 1/2"

N13N15

N3

N1

A40024 SIM

LEGEND

(E) CMU WALL

(E) WALL, ROOF, FLOOR, CEILING

INFILL WALL

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

NOTES

4/9/2014 4:15:50 PM

Mar

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

4901

Mar

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Driv

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A

A300

BUILDINGSECTIONS

3/12/14

12018

PERMIT SET

1/8" = 1'-0" 1LONGITUDINAL SECTION

1/8" = 1'-0" 13N-S SECTION THROUGH TEEN CTR & LOBBY 1/8" = 1'-0" 3N-S SECTION THROUGH SOCIAL REC CENTER

1/8" = 1'-0" 4N-S SECTION THROUGH ART SHOP AND SOC REC CTR 1/8" = 1'-0" 15N-S SECTION THROUGH EDUCATION & TECH CTR

1/8" = 1'-0" 17E-W SECTION THROUGH EDUCATION CTR

1/8" = 1'-0" 18N-S SECTION THROUGH TEEN CENTER & GYM

1/8" = 1'-0" 20N-S SECTION THROUGH OFFICES

(E) BUILT-UP ROOF

2X6 STUD WALL BELOW WINDOW

BUILT-UP ROOF TO MATCH (E)

LINE OF (E) ROOF

2X10 JOISTS PER STRUCT

SOFFIT

GLASS SLIDING DOOR

WINDOW COVERING HOUSING

COVE LIGHT

ROOF EXPANSION JOINT

(E) ROOF JOISTS

(E) HEADER BEAM

(N) 4X10 BEAM

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

NOTES(E) PLASTER CEILING

(E) STUDS

2X4 SUDS

(E) CONC SILL

(E) CMU WALL

CEILING EXPANSION JOINT

STOREFRONT WINDOW

EXTERIOR PLASTER OVER CONCRETE

PLASTER CONTROL JOINT

14.

15.

16.

17.

18.

19.

20.

21.

22.

(E) 1ST FL FFE+0' - 0"

(E)1

N3

N3N6

N9

N7

OFFICE121 EDUCATION CENTER

120

N8

N2

0.1 1.1

SLOPE

A9405

A9405

A9809

N21

A90023

SIM

A94016

N22

(E) 1ST FL FFE+0' - 0"

(E)G

N3

N6

N9

N8

N2

TO PLATE HIGH ROOF+10' - 10 1/2"

SLOPE

A9809

A94018

N21

N22

(E) 1ST FL FFE+0' - 0"

(E)D(E)C

N1 N3

N9

N6

N4

N5

N13

N12

N15

N16

N17

N18

N10

N19

N14

N20

A94012

A98012

A9809

SHEET NUMBER:

SHEET TITLE:

DATE:

REVISIONS:

SUBMITTAL:

1625 OLYMPIC BOULEVARDSANTA MONICA, CA 90404310.399.7975KFALOSANGELES.COM

JOB NUMBER:

THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THECOPYRIGHTED WORK OF KILLEFER FLAMMANG ARCHITECTS AND MAY NOTBE REPRODUCED WITHOUT WRITTEN PERMISSION

4/9/2014 4:15:51 PM

Mar

Vis

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& Gi

rls C

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Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401

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WALL SECTIONS

3/12/14

12018

PERMIT SET

3/4" = 1'-0"4

WALL SECTION AT OFFICES 3/4" = 1'-0" 14WALL SECTION AT EDUCATION CENTER

3/4" = 1'-0" 24WALL SECTION AT EDUCATION CENTER / TECH CENTER