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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
Mar
Vis
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
eLo
s An
gele
s, C
A
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
Vis
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
eLo
s An
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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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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lub
Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401
4901
Mar
ionw
ood
Driv
eLo
s An
gele
s, C
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
Mar
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ta G
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& Gi
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lub
Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401
4901
Mar
ionw
ood
Driv
eLo
s An
gele
s, C
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
Mar
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& Gi
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lub
Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401
4901
Mar
ionw
ood
Driv
eLo
s An
gele
s, C
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
Vis
ta G
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ns B
oys
& Gi
rls C
lub
Boys & Girls Club of Santa Monica1238 Lincoln BoulevardSanta Monica, CA 90401
4901
Mar
ionw
ood
Driv
eLo
s An
gele
s, C
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
ta G
arde
ns B
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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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A400
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