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IMPROVEMENT FOR
JFKE IGHT
ANGLE
D.F.
DRINKING FOUNTAIN
GA.
GAUGE/GAGE
(N)
NEW
SHT.
SHEET
CENTER LINE
OF
DOUGLAS FIR
GALV.
GALVANIZED IRON
NAT.
NATURAL
SHTG.
SHEATHING
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DIA.
DIAMETER
G.B.
GRAB BAR
NT. GR.
NATURAL GRADE
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SIMILAR
PLATE OR PROPERTY LINE
DIAL.
DIAGONAL
GEN.
GENERAL
N.I.G.
NOT IN CONTRACT
SL.
SLIDING
AND
DIM.
DIMENSION
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NO.
NUMBER
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SPECIFICATION
@
AT OR ABOUT
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GL.
GLASS
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NOMINAL
SQ.
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it
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#
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STEEL
A.C.
ASPHALTIC CONCRETE
DWG.
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HC.
HANDICAPPED
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EXPANSION JOINT
H6T.
HEIGHT
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APPROX.
APPROXIMATE
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ELEVATION
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TOP OF CURB OR CONCRETE
ARCH.
ARCHITECTURAL
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ELECTRICAL
HORIZ.
HORIZONTAL
P.I.V.
PRESSURE INDICATOR VALVE
TEL_
TELEPHONE
A5PH.
ASPHALT
ELEV.
ELEVATOR/ELEVATION
H.P.
HIGH POINT
PTK
PARTITION
TEMP.
TEMPERED/TEMPORARY
ASS'(.
A55EMBLY
EMER.
EMERGENCY
HR.
HOUR
PL.
PLATE
TERR.
TERRAZZO
AC.T.
ACOUSTICAL TILE
ENCL.
ENCLOSURE
HVAG.
HEATING, VENT, AIR COND,
P. LAM.
PLASTIC LAMINATE
TEXT.
TEXTURED
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EDGE OF SLAB
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TONGUE 8 GROOVE
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THICK
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IN.
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INCANDESCENT
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BM.
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RETURN All
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URN•
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V.
VINYL
CLG.
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F.H.
FLAT HEAD/FIRE HYDRANT
LLH.
LONG LEG HORIZONTAL
REF.
REF
Y.G.T.
VINYL GomP051T1oN TILE
CLO.
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F.H.C.
FIRE H05E CABINET
LLV.
LONG LEG VERTICAL
RE.
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VENEER
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FINISH
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REVERSE
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G.M.U.
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FIX,
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RE
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RE IN
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.
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Y.G.
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FLASHING
MACH.
MACHINE
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RESILIENT
Y.O.J.
VERIFY ON JOBV.T.R.
CONN.
CONNECTION
FLR.
FLOOR
MAT.
MATERIAL
R.H.
ROUND HEAD
VENT THOU ROOF
CONSTR.
CONSTRUCTION
FLUOR.
FLUORESCENT
MAX.
MAXIMUM
RM.
ROOM
V.W.G.
VINYL HALL COVERING
CANT.
CONTINUOUS
FNDN.
FOUNDATION
M.B.
MACHINE BOLT
R.Q.
ROUGH OPENING
A.
WE5T/W0MEN
CONTR.
CONTRACTOR
F.O.C.
FACE OF CONCRETE
MECH.
MECHANICAL _
RHD.
REDHOOD
N/
W1TH
CORR.
CORRIDOR
F.O.F.
FACE OF FINISH
MED.
MEDIUM
W-4T.
WAIN5GOT
C.R.B.
CRUSHER RUN BASE
F.O.A.
FACE OF ALUMINUM
5.
SOUTH/SPANDREL
CSK.
COUNTERSUNK
F.O.M.
FACE OF MASONRY
METB
MEMBRANE
S.G.
SOLID GORE
W,
WATER GLQSET
MET .
METAL
W.
AD.
HOOD
L.T.
CERAMIC TILE
F.O.P.
FACE OF "GFRC" PANEL
5CHED.
SCHEDULE
CYL.
CYLINDER
F.O.S.
FADE OF STUDS
MEZZ.
MEZZANINE
SECT.
SECTION
A.H.
WATER HEATER
MFR.
MANUFACTURER
H.I.
WROUGHT IRON
DBL.
DOUBLE
F.R.P.
FIBERGLASS REINFORCED PANEL
MH.
MANHOLE
SERV.
SERVICE/SERVING
H/O
HITHOUT
DEPT.
DEPARTMENT
F.5.
FULL SIZE/FINISH SURFACE
MIN.
MINIMUM/MINUTE
S.F.
SQUARE FOOT
AP.
WATERPROOF
DET.
DETAIL
FT.
FOOT OR FEET
MISC.
MISCELLANEOUS
S.G.E.
SEMI -GLOSS ENAMEL
A.R.
WATER RESISTANT
FTC.
FOOTING
M.LA PL. METAL LATH AND PLASTER
H.S.
WOOD 5CREA
FURR.
FURRING
M.O.
MASONRY OPENING
NT.
WEIGHT
FUT.
FUTURE
MTO.
MOUNTED
W.A.M.
WELDED AIRE MESH
FLATAALL
MUL.
MULLION
F.Y.
FIELD VERIFY
1. SPRINKLER SYSTEM: WHEN REQUIRED, SYSTEM SHALL COMPLY WITH ALL
APPLICABLE RULES, REGULATIONS, LAWS AND ORDINANCES. SPRINKLER HEADS
IN EXTERIOR SOFFITS AND ALL OTHER ROOMS TO BE SEMI -RECESSED,
CHROME PLATED, INCLUDING ESCUTHEONS, HEADS IN ELECTRICAL ROOMS,
EQUIPMENT ROOMS AND STORAGE ROOMS TO BE STANDARD PENDANT TYPE
HEADS. FULLY RECESSED CHROME PENDANT SPRAY TYPE WITH CHROME
COVER PLATES ONLY WHERE NOTED.
2• PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED, (3 COPIES), TO
THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO THE
FIRE SPRINKLER ALTERATIONS.
1. FIRE SPRINKLER
2. MONITOR
3. GENERATOR
4. CARD READERS
3. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE
LIQUIDS, FLAMMABLE GASSES AND HAZARDOUS CHEMICALS SHALL COMPLY
WITH UNIFORM FIRE CODE REGULATIONS.
4. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND ENERGIZED FROM
SEPARATE CIRCUITS. SHOW ON ELECTRICAL PLANS. ONE OF THE ABOVE
CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM.
5. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS A MINIMUM OF 6" HIGH W/ A
STROKE OF NO LESS THAN 3/4". LUMINANCE ON FACE OF SIGN SHALL BE 50
LUX.
6, FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS
72 HOURS IN ADVANCE BY CALLING (714) 647-5700.
7. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS MINIMUM 6" HIGH. LUMINANCE ON
FACE OF SIGN SHALL BE 50 LUX,
8. INTERIOR FINISH SHALL CONFORM WITH TITLE 19, CAC, SEC. 2-4202 U.B.C.,
CHAPTER 42.
9. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL AND POST INDICATOR
VALVES, AND RISERS TO FIRE DEPARTMENT CONNECTIONS SHALL BE
PAINTED RED.
10. PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON
EACH LEVEL WITHIN 75 FEET MAX. OF TRAVEL DISTANCE FROM ALL AREAS.
TRAVEL DISTANCE IS 30' IN AREA HAVING FLAMMABLE LIQUIDS.
11. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS TO BE DETERMINED BY
FIRE INSPECTOR.
12. PLANS OF MODIFICATIONS TO OR NEW FIRE PROTECTION, DETECTOR OR ALARM
SYSTEMS SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO
INSTALLATION.
13. ALL FLAMMABLE OR HAZARDOUS MATERIALS SHALL NOT BE STORED IN EXCESS
OF QUANTITIES AS LISTED IN UBC TABLE 9-A.
14. ALL SMOKE DETECTOR PLANS REQUIRE A SEPARATE SUBMITTAL AND
PERMIT.
s,11111,
1. PROVIDE ADDRESS/SUITE NUMBERS AT LEAST 6" HIGH WHICH SHALL BE PLAINLY VISIBLE
FROM ROADWAY.
2. PROVIDE SUITE NUMBERS 3" HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM OUTSIDE THE
SUITE.
3, SPECIAL INSPECTION FOR EPDXY DOWELS REQUIRED.
4. LIGHT & VENTILATION PER CBC SECTION 1202 - MINIMUM OF 12 CFM OF OUTSIDE AIR
PER OCCUPANT IS REQUIRED FOR VENTILATION.
5. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS (AS
OPPOSED TO ALIEN BEINGS) SHALL BE PROVIDED WITH A MECHANICALLY OPERATED
VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEMS SHALL BE
CAPABLE OF SUPPLYING A MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT DURING
SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER
EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET
ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1.
6, TOILET ROOMS SHALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY
HUMAN BEINGS (AS OPPOSED TO ALIEN BEINGS) SHALL BE PROVIDED WITH A MECHANICAI
OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEMS
SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPA
DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A
REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN
FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1.
7. THE FOLLOWING CLEARANCES/APPROVALS ARE REQUIRED PRIOR TO BUILDING PERMIT
ISSUANCE:
1. PLANNING DIVISION APPROVAL ON THE CORRECTED/FINAL SET OF DRAWINGS;
2. FIRE DEPT. APPROVAL;
3. PUBLIC WORKS AGENCY APPROVAL;
4. PROOF OF GENERAL CONTRACTOR'SWORKER'S COMPENSATION INSURANCE
15. PLANS OF ALARM, EXTINGUISHING AND SPRINKLER SYSTEM(S) SHALL BE
APPROVED BY THE FIRE DEPT. PRIOR TO INSTALLATION.
16. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE
OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE
SELF -RELEASING LOCKING DEVICES ON EXIT DOORS.
17. A SIGN THAT READS: "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS" WITH MINIMUM ONE INCH LETTERS, SHALL BE
PROVIDED ADJACENT TO EXIT DOOR.
18. ALL FINISH MATERIAL SHALL BE FLAME SPREAD RATE III, MAX.
Epi Tx,
)♦ ',
GRID LINES a -
DETAIL NUMBER X
DRAWING NUMBER XX
SECTION NUMBER X
DRAAIN6 NUMBER XX
VIEW NUMBER A
ELEVATION NUMBER X
DRAWING NUMBER D XX B
C
DOOR NUMBER c
WINDOW NUMBER
PARTITION TYPE 0--
REVISION NUMBER A
ROOM NAME ROOM !NAME
ROOM NUMBER 000
RUCTION
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ALL
The ,0Pt?M0 Of this 1 I� q; i to a ail o4 anT
provisions at AN itly r State Laa.
Accept-vd BY
ANA
M
��;Mubject To The Following Approvals:
Department
i
I�Fr3
r "".Department
xgpa fa°m+y•
+c 9 'ua .ti,5 a teG E sd s ?`ate u R„a+! b
vy
E] Grading Permit
Ei County of Orangesale Department
Q Cal/OSHA
SCOPE OFF 11w0 R 1
AREA OF WORK: 1060 SQ.FT.
TOTAL BUILDING AREA: 9,Ib5 50.FT. (2 FLOORS)
OCCUPANCY: B
CON5TP,,,IUGTl9� TYPE: V-N , NON-SPRINKLERED 0ST t 2NO FLR)
Av v v v \11
SCOPE OF AORK: INTERIOR DEMOLITION OF EXISTING NON -BEARING HALL5,
SUSPENDED CEILING AND PLUMBING FIXTURES.
INSTALLATION OF NON BEARING HALL PARTITIONS, T-BAR
CEILING SYSTEM, FINISHES. ADA UPGRADE TO EXISTING
NONCOMPLIANT RE5TROOM5 AND PARKING 516NAGE.
GOVERNING CODES:
11147 UBC AND 2001 CALIFORNIA AMENDMENTS
(2001 CALIFORNIA BUILDING CODE, PART 2, TITLE 24, CCR)
is,4q NEC AND 2001 CALIFORNIA AMENDMENTS
(2001 CALIFORNIA ELECTRICAL CODE - PART3, TITLE 24, CCR)
2000 UMC AND 2001 CALIFORNIA AMENDMENTS
(2001 CALIFORNIA MECHANICAL CODE - PART 4, TITLE 24, CCR)
2000 UPC AND 2001 CALIFORNIA AMENDMENTS
(2001 CALIFORNIA PLUMBING CODE - PART 5, TITLE 24, CCR)
2000 UFC AND 2001 CALIFORNIA AMENDMENTS
(2001 CALIFORNIA FIRE CODE - PART a, TITLE 24, CCR)
ALL LOCAL CODES AND ORDINANCES
API HITEC 1 MAL
T-1 TITLE SHEET
T-2 51TE PLAN
HG-I HANDICAP ACCES51BILITY NOTES
HC-2 HANDICAP ACCE551BIL11Y NOTES
SP-I GENERAL NOTES AND SPECIFICATIONS
SP-2 SPECIFICATIONS
A -I ENLARGED 517E AND RE5TROOM PLANS
A-2 SCHEDULES, FLOOR $ CEILING FLANS
AD -I ARCHITECTURAL DETAILS
r
CONSTR. TYPE -
Mum
FLOOD ZONE CERTIF. REO'D YES
MOM
ra- d"M
CONSULTANTS
UFKE5 4 BRIGHT
2230 A. 614APMAN AVE., STE IOI
ORANGE GA. 428bb
TEL: (714) 1178-11bb
FAX: (114) q7b-20&O
ax-C A0EC H. 4 PL"I NG
DESIGN BUILD BY CONTRACTOR
ARCHITECT
PACIFIC OF516N GROUP
16011 IRVINE BLVD.
TUSTIN, CA 412780
TEL: (114) 032-5100
FAX: (7I4) 632-Iq94
STALL: EXISTING:
STANDARD PARKING STALLS 38
H.C. STALLS 2 (INCLUDES I VAN)
TOTAL: 40
VICINTY MAP
..
17TH ST.
tu
M NORTH
No. Date
Revision
U 06-11-05
BUILDING DEPT.
JUN
CIty of Santa Ana
O
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No. C25706
FYe_ 05-31-07
OF CAL
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11278.1 GENERAL
SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR
GROUND -FLOOR EXIST, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL.
INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A
SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. THE
ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING
ENTRANCES, ACCESSIBLE SITE FACILITIES AND THE ACCESSIBLE ENTRANCE TO THE SITE.
EXCEPTIONS:
1. WHERE THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE REGULATIONS WOULD CREATE AN
UNREASONABLE HARDSHIP BECAUSE OF TOPOGRAPHY, NATURAL BARRIERS, ETC., AN EXCEPTION MAY BE GRANTED WHEN
EQUIVALENT FACILITATIONS IS PROVIDED THROUGH THE USE OF OTHER METHODS AND MATERIALS.
2. IN EXISTING BUILDINGS, THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICAL
CONSTRAINTS, THE SITE OF THE PROJECT WOULD NOT ALLOW COMPLIANCE WITH THESE REGULATIONS OR EQUIVALENT
FACILITATION WITHOUT CREATING AN UNREASONABLE HARDSHIP.
11278.2 DESIGN AND CONSTRUCTION.
WHEN ACCESSIBILITY IS REQUIRED BY THIS SECTION, IT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
THIS BUILDING CODE. SEE SECTION 11148.1 FOR A LIST OF APPLICABLE SECTIONS.
11278.3 SIGNS.
AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF
TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE
DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN
SECTION 1117B.5 THROUGH 1117B.5.9.
11270.4 OUTSIDE STAIRWAYS
WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, REFER TO SECTIONS 1006.17 OF THE 1995 CALIFORNIA BUILDING CODE,
1120A.4.3 AND 11338.4.4.
11270.5 CURB RAMPS.
1. GENERAL
CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY
CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION PER CURB RAMPS IS IN THE CENTER OF THE
CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATED A CURB RAMP IN THE CENTER OF THE
CURB RETURN AND THE STREET SURFACES ARE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, THE LOWER END OF THE:
SURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. SEE FIGURE 11 B-20C, CASE E.
2. WIDTH OF CURB RAMPS.
CURB RAMPS SHALL BE A MINIMUM OF 4 FEET (1219 MM) IN WIDTH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED
PLAN, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOP.
3. SLOP OF CURB RAMPS.
THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE).
TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT
THAT CURB RAMPS SHALL COMPLY WITH ITEM 5 BELOW. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE
IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS
HORIZONTAL (57. SLOPE) WITHIN 4 FEET (1219 MM) OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE:
FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 10 UNITS HORIZONTAL (10%
SLOPE).
4. LEVEL LANDING.
A LEVEL LANDING 4 FEET (1219 MM) DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS
FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF
THE CURB RAMP SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE).
5. BEVELED LIP.
THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2 INCH (13 MM) LIP BEVELED AT 45 DEGREES AS A
DETECTABLE WAY -FINDING EDGE FOR PERSONS WITH VISUAL IMPAIRMENT.
6. FINISH
THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP -RESISTANT AND SHALL BE
OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK.
7. BORDER.
ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES (305 MM) WIDE AT THE LEVEL SURFACE OF THE
SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4 INCH (19 MM) ON CENTER. ALL CURB RAMPS
CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL
SURFACE OF THE SIDEWALK. SEE FIGURE 11 B-19A AND 11 B-19B.
8. DETECTABLE WARNINGS
A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP
INSIDE THE GROOVED BORDER WHEN THE RAMP SLOPE IS LESS THAN 1 UNIT VERTICAL TO 15 UNITS HORIZONTAL (6.7%
SLOPE). DETECTABLE WARNINGS SHALL CONSIST OR RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH
(22.9 MM) AT THE BASE TAPERING TO 0.45 INCH (11.4 MM) AT THE TOP, A HEIGHT OF NOMINAL 0.2 INCH (5.08 MM)
AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES (59.7 MM) IN COMPLIANCE WITH FIGURE 11 B-23A.
NOMINAL" HERE SHALL BE IN ACCORDANCE WITH SECTION 12-11A AND B-102, STATE REFERENCED STANDARDS CODE.
THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.
THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST IN PLACE OR STAMPED, OR MAY BE
PART OF A PREFABRICATED SURFACE TREATMENT.
ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED
IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTICLES 2, 3 AND 4. REFER TO CCR TITLE 24,
PART 12, CHAPTER 12-11A AND B, FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR
DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES.
NOTE: DETECTABLE WARMING PRODUCTS AND DIRECTIONAL SURFACES INSTALLED AFTER JANUARY 1, 2001, SHALL BE
EVALUATED BY AN INDEPENDENT ENTITY, SELECTED BY THE DEPARTMENT OF GENERAL SERVICES, DIVISION OF THE STATE
ARCHITECT -ACCESS COMPLIANCE FOR ALL OCCUPANCIES, INCLUDING TRANSPORTATION AND OTHER OUTDOOR ENVIRONMENTS
EXCEPT THAT WHEN PRODUCTS AND SURFACES ARE FOR USE IN RESIDENTIAL HOUSING EVALUATION SHALL BE INN
CONSULTATION WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. SEE GOVERNMENT CODE SECTION
4460.
9. OBSTRUCTIONS
CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS.
10. DIAGONAL CURB RAMPS.
IF DIAGONAL (OR CORNER -TYPE) CURB RAMPS HAVE RETURNED CURBS OR OTHER WELL-DEFINED EDGES, SUCH EDGES
SHALL BE PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE 48
INCHES (1219 MM) MINIMUM CLEAR SPACE AS SHOWN IN FIGURE 11 B-22(C) AND (D). IF DIAGONAL CURB RAMPS ARE
PROVIDED AT MARKED CROSSINGS, THE 48-INCH (1219 MM) CLEAR SPACE SHALL BE WITHIN THE MARKINGS (SEE FIGURE
11 B-20B, CASES C AND D). IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO HAVE AT LEAST A
24-INCH-LONG (610 MM) SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE
MARKED CROSSING [SEE FIGURE I 1 B-22(C)].
NOTE:
1. FOR ADDITIONAL CURB DETAILS, SEE FIGURES 11B-19A AND 11B-19B.
2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND A 4-FOOT (1219
MM) PLATFORM AS IN FIGURE 11 B-20A, CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN
FIGURE 11 B-20A, CASE B, OR FIGURE 11 B-20B, CASE C, OR MAY BE WIDENED AS IN FIGURE 11 B-20B, CASE D.
3. IF SIDEWALK IS LESS THAN 5 FEET (1524 MM) SIDE, THE FULL WIDTH OF THE SIDE WALK SHALL BE
DEPRESSED AS SHOWN IN FIGURE 11 B-208, CASE C.
4. AS AN ALTERNATE TO FIGURE 11 B-20A, CASE A, ONE RAMP MAY BE PLACED IN THE CENTER OF THE CURB
RETURN AS IN FIGURE 11 B-20C, CASE E.
5. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT
SHOWN ON THE PLAN TO ACCOMMODATE WHEELCHAIRS. (SEE FIGURE 11 B-22).
6. IF PLANTING AREA WIDTH IS EQUAL TO OR GREATER THAN RAMP LENGTH, RAMP SIDE SLOPE DISTANCE EQUAL 3
FEET (914 MM). (SEE FIGURE 11 B-20D, CASE G.)
7. FOR FIGURE 11 B-20C, CASE F AND FIGURE 11 B-20D, CASE G, THE LONGITUDINAL PORTION OF THE SIDEWALK
MAY NEED TO BE DEPRESSED AS SHOWN IN FIGURE 11B-20A, CASE B.
8. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE
RAMP SHALL BE 4 FEET (1219 MM).
9. THE RAMP SHALL HAVE A 12 INCH -WIDE (305 MM) BORDER WITH 1/4 INCH (6 MM) GROOVES APPROXIMATELY
3/4 INCH (19 MM) ON CENTER. SEE GROOVING DETAIL, FIGURE 11B-20D, CASE H.
SEPARATIONS (OVERPASSES AND UNDERPASSES)
PEDESTRIAN RAMPS ON PEDESTRIAN GRADE SEPARATIONS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1133B.5
FOR RAMPS.
CROSS SLOPES OF WALKING SURFACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1/4 INCH (6 MM)
PER FOOT % GRADIENT). THE SLOPE OF ANY APPRECIABLY WARPED WALKING SURFACE SHALL NOT EXCEED 1 UNIT
VERTICAL IN 12 (2.083 % SLOPE) IN ANY DIRECTION. WHERE PEDESTRIAN GRADE SEPARATIONS CROSS STREETS OR
OTHER UNITS HORIZONTAL (8.33 VEHICULAR TRAFFIC WAYS, AND WHERE A STREET LEVEL CROSSING CAN REASONABLY
AND SAFELY BE USED BY PERSONS WITH PHYSICAL DISABILITIES, THERE SHALL BE PROVIDED CONFORMING CURB RAMPS
AND A USABLE PATHWAY.
EXCEPTION:
1. WHEN THE GRADE DIFFERENTIAL OF THE WALKING SURFACE OF A PEDESTRIAN GRADE SEPARATION EXCEEDS 14 FEET
(4267 MM) DUE TO REQUIRED HEIGHT CLEARANCE AND GRADE CONDITIONS, AND THE ENFORCING AGENCY FINDS THAT
BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, TOPOGRAPHY OR NATURAL BARRIERS, WHEELCHAIR ACCESSIBILITY OR
EQUIVALENT FACILIATION WOULD CREATE AN UNREASONABLE HARDSHIP, SUCH ACCESSIBILITY NEED NOT BE PROVIDED.
HOWEVER, THE REQUIREMENTS IN THESE REGULATIONS RELATING TO OTHER TYPES OF MOBILITY SHALL BE COMPLIED
WITH.
2. FOR EXISTING FACILITIES, THIS SECTION SHALL NOT APPLY WHERE, DUE TO LEGAL OR PHYSICAL CONSTRAINTS, THE
SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITH THESE REGULATIONS OR EQUIVALENT FACILITATION WITHOUT
CREATING AN UNREASONABLE HARDSHIP. NOTE: SEE SEC11ON 101.17.11, ITEM 4.
TABLE 11 B-6- SPACES REQUIRED
ESTABLISHES THE NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED,
TOTAL NUMBER OF PARKING
SPACES IN LOT OR GARAGE
MINIMUM REQUIRED NUMBER
OF SPACES
1-25
1
26-50
2
51-75
3
76-100
4
101-150
5
151-200
6
201-300
7
301-400
8
401-500
9
501-1,000
1,001 AND OVER
**
* TWO PERCENT OF TOTAL.
** TWENTY PLUS ONE FOR EACH 100, OR FRACTION THEREOF OVER 1,001
SECTION 1129B- ACCESSIBLE PARKING REQUIRED
11290.1 GENERAL
EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC AS CLIENTS, GUESTS OR EMPLOYEES,
SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY THIS SECTION. ACCESSIBLE PARKING SPACES SERVING A
PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING
TO AN ACCESSIBLE ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE
PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN
ENTRANCE OF THE PARKING FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING,
ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. TABLE
118-6 ESTABLISHES THE NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED. EXCEPTION: THIS SUBSECTION SHALL NOT
APPLY TO EXISTING FACILITIES WHERE COMPLIANCE WITH LOCAL ORDINANCES PRECLUDES SATISFYING THE ABOVE
REQUIREMENTS OR OF PROVIDING EQUIVALENT FACILITATION UNLESS A CHANGE OF OCCUPANCY OCCURS.
1129B.4 PARKING SPACE SIZE
ACCESSIBLE PARKING SPACES SHALL BE LOCATED AS NEAR AS PRACTICAL TO A PRIMARY ENTRANCE AND SHALL BE SIZED
AS FOLLOWS:
1. DIMENSIONS.
WHERE SINGLE SPACES ARE PROVIDED, ---- _ Q
THEY SHALL BE 14 FEET (4267 MM)
WIDE AND OUTLINED TO PROVIDE A024" - &
9-FOOT (2743 MM) PARKING AREA ru
AND A 5-FOOT (1524 MM) LOADING RESERVED RESiRVED
AND UNLOADING ACCESS AISLE ON THEmirxr HANDIG PPED HANDICAPPED
PASSENGER SIDE OF THE VEHICLE. ° 0
MIXor w of
WHEN MORE THAN ONE SPACE IS A W. °r O' VAN AccEss
PROVIDED IN LIEU OF PROVIDING A
Min mum
14-FOOR-WIDE (4267 MM) SPACE FOR
EACH PARKING SPACE, TWO SPACES
CAN BE PROVIDED WITHIN A
23-FOOT-WIDE (7010 MM) AREA LINED
TO PROVIDE A 9-FOOT (2743 MM)
I moo" ,
PARKING AREA ON EACH SIDE OF A
g ENS * `
5-FOOT (1524 MM) LOADING AND
VML mallwo
0 To OF
UNLOADING ACCESS AISLE IN THE
CENTER. THE MINIMUM LENGTH FACE
BETWEEN THE PAD AND ROAD OR
OTHER DETECTABLE WARNING IN
ACCORDANCE WITH SECTION 1133B.8.5. 4' MIN. fir IM
NOTE: DETECTABLE WARNING PRODUCTS FACE Of SIOEINALIK
AND DIRECTIONAL SURFACES INSTALLED 36' MIN, CURB sC
Lrm-
AFTER JANUARY 1, 2001, SHALL BE FACE OF
EVALUATED BY AN INDEPENDENT CURB POLE
ENTITY, SELECTED BY THE DEPARTMENT
OF GENERAL SERVICES, DIVISION OF STREET
STATE ARCHITECT -ACCESS
STRECt COMPLIANCE, FOR ALL OCCUPANCIES, 5
INCLUDING TRANSPORTATION AND OTHER
OUTDOOR ENVIRONMENTS, EXCEPT THAT
WHEN PRODUCTS AND SURFACES ARE taISIDEWALK OBSTRUCTIONS
USED IN RESIDENTIAL HOUSING
EVALUATION SHALL BE IN CONSULTATION
WITH THE DEPARTMENT OF HOUSING
AND COMMUNITY DEVELOPMENT. SEE STOP PEDBSTRIAM ROUTE
GOVERNMENT CODE SECTION 4460. BUT To $a. MICH-
STOP PADS SHALL BE AT SAME SLOPE AO PERSEC,1YSIQN _ __-__ -- ___--_-_-
AS ROADWAY IN THE DIRECTION Pea sl c'2'
PARALLEL TO ROADWAY, AND MAXIMUM
2 PERCENT SLOPE PERPENDICULAR
TO ROADWAY. :2�
WHERE PROVIDED, PROVIDE BUS STOP 5
SHELTERS INSTALLED SO AS TO
PERMIT A WHEELCHAIR USER TO PEAT
3w ON
ENTER THE SHELTER AND ACCESS A
CLEAR FLOOR AREA OF 30 BY 48
rrmn
INCHES (762 MM BY 1219 MM), TV. PAva
COMPLETELY WITHIN THE SHELTER. ra
� PERMm
BUS STOP SHELTERS SHALL SEC. "
CONNECT TO AN ACCESSIBLE ROUTE
AND TO BUS STOP PADS. ONLY 5'-WMIN. AT TyP.
APPROVED DSA/AC DETECTABLE PACCE=STALL
WARNING PRODUCTS AND WITHIM TM AMES$MLE PARKING STALL V-**MIN, AT VAN
DIRECTIONAL SURFACES SHALL BE PAINT THE WORDS *NO PARKINW Ire+ 1zx NIGH LETTERS MIN. � PARKING STALL
INSTALLED AS PROVIDED IN THE
CALIFORNIA CODE OF REGULATIONS
(CCR) TITLE 24, PART 12, CHAPTERS sTc>P
PS_IqNmm rzum
12-11A AND B, FOR BUILDING AND r„ 70SIX
INCH
FACILITY ACCESS SPECIFICATIONS FOR - --------------- - -------------e_ACCESSIBLITYSM
PRODUCT APPROVAL FOR DETECTABLE -
WARNING PRODUCTS AND DIRECTIONAL
SURFACES. NOTE: DETECTABLE
WARNING PRODUCTS AND DIRECTIONAL
SURFACES INSTALLED AFTER JANUARY
1, 2001, SHALL BE EVALUATED BY
AN INDEPENDENT ENTITY, SELECTED BY SYMM'SAr
THE DEPARTMENT OF GENERAL "" S
SERVICES, DIVISION OF THE STATE
Typfwmow
ARCHITECT -ACCESS COMPLIANCE, FOR Snmm PIER
ALL OCCUPANCIES, INCLUDING ! - Ir Ulm V=w tea.
TRANSPORTATION AND OTHER OUTDOOR
ENVIRONMENTS, EXCEPT THAT WHEN W-CrMK Ar M
PRODUCTS AND SURFACES ARE FOR WrrmNTHE Acmmmm
► s
USE IN RESIDENTIAL HOUSING, PAlNTTHE OPOS IN PAFMM* 4Ir HIWJ LETTERSMJN. Jr -Or AF WN
EVALUATION SHALL BE IN
CONSULTATION WITH THE DEPARTMENT
OF HOUSING AND COMMUNITY
DEVELOPMENT. SEE GOVERNMENT
CODE SECTION 4460.
11338.7 WALKS AND SIDEWALKS
11338.7.1 CONTINUOUS SURFACE
WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT
INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH (12.7 MM)(SEE SECTION
1133B.7.3), AND SHALL BE A MINIMUM OF 48 INCHES (1219 MM) IN WIDTH. SURFACES SHALL BE SLIP -RESISTANT
AS FOLLOWS:
11338.7.1.1 SLOPES LESS THAN 8 PERCENT
SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT
DESCRIBED AS A MEDIUM SALTED FINISH.
11338.7.1.2 SLOPES 8 PERCENT OF GREATER
SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT SHALL BE SLIP -RESISTANT.
11338.7.1.3 SURFACE CROSS SLOPES
SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH (6 MM) PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS
THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE SHALL BE INCREASED TO
A MAXIMUM OF 1/2 INCH (12.7 MM) PER FOOT FOR DISTANCES NOT TO EXCEED 20 FEET (6096 MM) (2.5% GRADIENT).
EXCEPTION:
WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING
AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE AN
UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM).
WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL
(5 GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5.
1133B.7.4 CHANGES IN LEVEL
ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH (12.7 MM). WHEN CHANGES IN
LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL
(50 THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH (6 MM) MAY BE VERTICAL.
WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH (12.7 MM) ARE NECESSARY, THEY SHALL COMPLY WITH THE
REQUIREMENTS FOR CURB RAMPS.
NOTE: SEE SECTION 11278.5.
11338.7.5 LEVEL AREAS
WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES (1524 MM BY 1524 MM) AT
A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES (1219 MM
BY 1118 MM) DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALK SHALL EXTEND 24 INCHES
(610 MM) TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. (FOR EXAMPLE,
SEE FIGURE 11 B-26B.)
1133B.8 HAZARDS.
11338.8.1 WARNING CURBS.
ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING
4 INCHES (102 MM) IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO
WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES (152
MM) IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A
GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 3 INCHES
(76 MM) PLUS OR MINUS 1 INCH (25 MM) ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT
OR LESS GRADIENT OR NO ADJACENT HAZARD EXIST.
11330.8.2 OVERHANGING OBSTRUCTIONS
ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF 80 INCHES (2032 MM) ABOVE THE
WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. WHERE A GUY SUPPORT IS USED PARALLEL
TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALK, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE
SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION AS DEFINED (SEE FIGURE 118-28). HAZARDS SUCH AS
DROP-OFF ADJACENT TO WALK WAYS OR OVERHANGING OBSTRUCTIONS CAN BE DANGEROUS TO PERSONS WITH SIGHT
PROBLEMS. THIS SECTION ADDRESSES THESE SITUATIONS.
1133B.8.5 DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS
IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS,
RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE
AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES (914 MM) WIDE, COMPLYING
WITH SECTIONS 1133B.8.3 THROUGH 1133B.8.5.
ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED
IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTICLES 2, 3 AND 4. REFER TO CCR TITLE 24,
PART 12, CHAPTER 12-11A AND B, FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR
DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES.
NOTE: DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES INSTALLED AFTER JANUARY 1, 2001, SHALL BE
EVALUATED BY AN INDEPENDENT ENTITY, SELECTED BY THE DEPARTMENT OF GENERAL SERVICES, DIVISION OF THE STATE
ARCHITECT -ACCESS COMPLIANCE, FOR ALL OCCUPANCIES, INCLUDING TRANSPORTATION AND OTHER OUTDOOR
ENVIRONMENTS EXCEPT THAT WHEN PRODUCTS AND SURFACES ARE FOR USE IN RESIDENTIAL HOUSING EVALUATION SHALL
BE IN CONSULTATION WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. SEE GOVERNMENT CODE
SECTION 4460.
1133B.1.1.1 ENTRANCE AND EXTERIOR GROUND FLOOR EXIT DOORS.
ALL ENTRANCES AND EXTERIOR GROUND -FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE
TO PERSONS WITH DISABILITIES. DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES (813 MM) WITH THE
DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. OPENINGS MORE
THAN 24 INCHES (610 MM) IN DEPTH SHALL COMPLY WITH SECTIONS 1118B.1 AND 1118B.2.
EXCEPTION:
1. EXTERIOR GROUND -FLOOR ;EXISTS SERVING SMOKE -PROOF ENCLOSURES, STAIRWELLS AND EXIT DOORS SERVICING
STAIRS ONLY NEED NOT BE MADE ACCESSIBLE.
2. EXITS IN EXCESS OF THOSE REQUIRED BY SECTION 1114B.2.1, AND WHICH ARE MORE THAN 24 INCHES (610 MM)
ABOVE GRADE ARE NOT REQUIRED TO BE ACCESSIBLE. SUCH DOORS SHALL HAVE SIGNS WARNING THAT THEY ARE NOT
ACCESSIBLE. WARNING SIGNS SHALL COMPLY WITH SECTION 1117B.5.
3. IN EXISTING BUILDINGS WHERE THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE BUILDING STANDARDS OF
THIS SECTION WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION SHALL BE GRANTED WHEN EQUIVALENT
FACILITATIONS IS PROVIDED. EQUIVALENT FACILITATION WOULD REQUIRE AT LEAST ONE ENTRANCE TO BE ACCESSIBLE TO
AND USABLE BY PERSONS WITH DISABILITIES.
4. THESE BUILDING STANDARD SHALL NOT APPLY TO EXISTING BUILDINGS WHEN LEGAL OR PHYSICAL CONSTRAINTS WILL NOT
ALLOW COMPLIANCE WITH THESE BUILDING STANDARDS OR EQUIVALENT FACILITATION WITHOUT CREATING AN UNREASONABLE
HARDSHIP. SEE SECTION 101.17.11, ITEM 4, SPECIAL CONDITIONS FOR PERSONS WITH DISABILITIES REQUIRING APPEALS
ACTION RATIFICATION.
1133B.1.1.1.2 TEMPORARY RESTRICTIONS
DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY
ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES.
11338.2 DOOR
11330.2.2 WIDTH AND HEIGHT
EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3
FEET (914MM) IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES (2032 MM) IN HEIGHT. WHEN INSTALLED IN EXIT
DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT
THE CLEAR WIDTH OF THE EXITWAY IS NOT LESS THAN 32 INCHES (813 MM). IN COMPUTING THE EXIT WIDTH THE NET
DIMENSION OF THE EXTTWAY SHALL BE USED.
11338.2.3 HINGED DOORS.
FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES
FROM ITS CLOSED POSITION.
11338.2.4 FLOOR LEVEL AT DOORS
REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR.
113313.2.4.1 THRESHOLDS
THE FLOOR OR LANDING SHALL NOT BE MORE THAN1/2 INCH (12.7 MM) LOWER THAN THE THRESHOLD OF THE DOORWAY.
CHANGE IN LEVEL BETWEEN 1/4 INCH (6 MM) AND 1/2 INCH (12.7 MM) SHALL BE BEVELED WITH A SLOPE NO
GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SCOPE). CHANGE IN LEVEL GREATER THAN 1/2 INCH
(12.7 MM) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP.
NOTE: [FOR DSA/AC] SEE SECTION 1133B.5.1.
11330.2.4.2 MANEUVERING CLEARANCES AT DOORS
MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11 B-26A AND 11 B-26B. THE FLOOR OR
GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH
IN THE DIRECTION .OF DOOR SWING OF AT LEAST 60 INCHES (1524 MM) AND THE LENGTH OPPOSITE THE DIRECTION OF
DOOR SWING OF 48 INCHES (1219 MM) AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED
POSITION.
EXCEPTION:
1. THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING SHALL BE A MINIMUM OF 44 INCHES (1118 MM) WHERE THE
DOOR HAS NO CLOSER AND APPROACH TO THE DOOR BY A PERSON IN A WHEELCHAIR CAN BE MADE FROM THE LATCH
SIDE, OR IF THE DOOR HAS NEITHER LATCH NOR CLOSER AND APPROACH CAN BE MADE FROM THE HINGE SIDE. SEE
FIGURE 11B-26A AND 11B-268.
2. IN GROUP R OCCUPANCIES, THE LEVEL AREA SHALL HAVE A LENGTH BOTH IN THE DIRECTION OF DOORS SWING AND'
OPPOSITE THE DIRECTION OF DOOR SWING OF 44 INCHES (1118 MM) AS MEASURED AT RIGHT ANGLES TO THE PLANE
OF THE DOOR IN ITS CLOSED POSITION.
1133B.2.4.3
THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES (610 MM) PAST
THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES (457 MM) PAST THE STRIKE EDGE FOR
INTERIOR DOORS. NOTE: TWENTY-FOUR INCHES (610 MM) IS PREFERRED FOR STRIKE -SIDE CLEARANCE.
11336.2.4.4
THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT
STAIRWAY SHALL PROVIDE A MINIMUM OF 48 INCHES (1219 MM) OF CLEAR SPACE FROM ANY DOOR OPENING INTO
SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN
A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS.
1133B.2.4.5
WHERE A DOOR REQUIRED TO BE ACCESSIBLE BY SECTION 1133B.1.1.1 IS LOCATED IN A RECESS OR ALCOVE WHERE
THE DISTANCE FROM THE FACE OF THE WALL TO THE FACE OF THE DOOR IS GREATER THAN 8 INCHES, STRIKE SIDE
CLEARANCES AS PRESCRIBED IN SECTION 11338.2.4.3 SHALL BE PROVIDED. SEE FIGURE 11 B-33(A).
11336.2.5 CLOSER -EFFORT TO OPERATE DOORS
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38 N) FOR EXTERIOR AND INTERIOR DOORS,
SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF
SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET
THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15
POUNDS (66.72 N).
11338.2.5.1 DOOR CLOSER
IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN
POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75 MM)
FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.
11338.2.5.2
HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES (762 MM) AND 44 INCHES (1118
MM) ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND WHICH ARE IN A PATH OF
TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING
BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING
HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. DOORS TO INDIVIDUAL HOTEL OR
MOTEL UNITS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN A BOLT AND UNLATCHING OPERATION IS KEY OPERATED
FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS 2 INCHES (51 MM)(FULL BOW) OR 11 /4 INCHES
(32 MM)(HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER -TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE
DEADLOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR
LARGE THUMB TURN ON AN EASILY REACHED LOCATION.
113313.2.8 SMOOTH SURFACE
THE BOTTOM 10 INCHES (254 MM) 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 CREATING A TRAP
OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS AND USED, A 10-INCH (254 MM) HIGH SMOOTH PANEL
SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A
WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
11338.3.1 CORRIDOR AND HALLWAY WIDTHS
EVERY CORRIDOR AND HALLWAY SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44 INCHES
(1118 MM) IN WIDTH. CORRIDORS AND HALLWAY SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS
THAN 36 INCHES (914 MM) IN WIDTH.
11338.6.1 GENERAL
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.
11338.8.2 WIDTH
EVERY AISLE SHALL NOT BE LESS THAN 36 INCHES (914 MM) WIDE IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 44
INCHES (1118 MM) WIDE IF SERVING BOTH SIDES.
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11336.8.8 PROTRUDING OBJECTS
11338.8.8.1 GENERAL
OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES (686
MM) AND 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM)
INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR
BELOW 27 INCHES (686 MM) ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE-STANDING OBJECTS
MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12 INCHES (305 MM) MAXIMUM FROM 27 INCHES (686 MM) TO 80
INCHES (2032 MM) ABOVE THE GROUND OR FINISHED FLOOR. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR
WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. SEE FIGURE 11 B-7A.
11338.8.8.2 HEAD ROOM
WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80 INCHES (2032 MM)
MINIMUM CLEAR HEAD ROOM. SEE FIGURE 11 B-7A.
1133B.8.8.3 FREE-STANDING SIGNS
WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POSTS OR PYLONS AND THE BOTTOM EDGE OF
THE SIGN IS AT LESS THAN 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF
SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES.
SECTION 11180-SPACE ALLOWANCE AND REACH RANGES
11188.1 WHEELCHAIR PASSAGE WIDTH.
THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32 INCHES (814 MM) AT A POINT AND 36
INCHES (914 MM) CONTINUOUSLY. SEE FIGURE 11 B-12.
1118B.2 WIDTH FOR WHEELCHAIR PASSING.
THE MINIMUM WHIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES (1524 MM). SEE FIGURE 118-12.
1118B.3 WHEELCHAIR TURNING SPACE
THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE 1 180 DEGREE TURN IS A CLEAR SPACE OF 60 INCHES (1524 MM)
DIAMETER [SEE FIGURE 11 B-12 (A) OR A T -,=D _SPACE. SEE FIGURE 11 B-12 (B).
No. Date
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1118B.4 CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS.
1. SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE,
STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES (762 MM BY 1219 MM). THE MINIMUM CLEAR
FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN
OBJECT. CLEAR FLOOR OR GOUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME
OBJECTS, SEE FIGURE 11 B-5A.
2. RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR
FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER
WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON
ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED AS SHOWN IN FIGURE
11 B-5A (B). SEE FIGURE 11 B-5A.
11186.5 FORWARD REACH.
IF THE CLEAR FLOOR SPACE ALLOWS ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH
ALLOWED SHALL BE 48 INCHES (1219 MM) [SEE FIGURE 11B-5C(B)]. THE MINIMUM LOW FORWARD REACH IS 15
INCHES (381 MM). IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS
SHOWN IN FIGURE 11 B-5C(A).
11188.8 SIDE REACH.
IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE
REACH ALLOWED SHALL BE 54 INCHES (1372 MM) AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9 INCHES
(229 MM) ABOVE THE FLOOR [SEE FIGURE 11 B-5D(A) AND (B)]. IF THE SIDE REACH IS OVER AN OBSTRUCTION, THE
REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 11B-5D(C). SEE FIGUREII13-50.
11158.4 PASSAGEWAYS
PASSAGEWAYS LEADING TO SANITARY FACILITIES SHALL BE A CLEAR ACCESS. ALL DOORWAYS LEADING TO SUCH SANITARY
FACILITIES SHALL HAVE:
11158.4.1 CLEAR OPENING
A CLEAR UNOBSTRUCTED OPENING WITH OF 32 INCHES (813 MM).
1115B.4.2 LEVEL AREA
A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF 60 INCHES (1524 MM) IN THE DIRECTION OF THE DOOR SWING AS
MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND 44 INCHES (1118 MM) WHERE
THE DOOR SWINGS AWAY FROM THE LEVEL AND CLEAR AREA. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH
THE DOOR SWINGS SHALL EXTEND 24 INCHES (610 MM) PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS
AND 18 INCHES (457 MM) PAST THE STRIKE EDGE FOR INTERIOR DOORS.
11906.2 FLOOR SURFACE.
THE SURFACE OF FLOORS SHALL BE SLIP -RESISTANT AND SHALL COMPLY WITH SECTION 1124B.
11998.3 KNEE CLEARANCE
IF SEATING FOR PERSONS IN WHEELCHAIRS IF PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27
INCHES (686 MM) HIGH, 30 INCHES (762 MM) WIDE AND 19 INCHES (483 MM) DEEP SHALL BE PROVIDED (SEE FIGURE
11B-13). EXCEPTION: KNEE CLEARANCE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS.
SECTION 1124B-GROUND AND FLOOR SURFACES
11240.1 GENERAL
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, SLIP -RESISTANT, AND SHALL COMPLY WITH THIS
SECTION.
11248.2 CHANGES IN LEVEL.
CHANGE IN LEVEL UP TO 1/4 INCH (6 MM) VERTICAL AND WITHOUT EDGE TREATMENT [SEE FIGURE 11B-5E (C) AND (D)].
CHANGES IN LEVEL BETWEEN 1/4 INCH (6 MM) AND 1/2 INCH (12.7 MM) SHALL BE ACCOMPLISHED BY MEANS OF A
RAMP THAT COMPLIES WITH FIGURE 11 B-5E (D).
11249.3 CARPET
IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED; 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 BE 1/2 INCH (12.7 MM). EXPOSED
EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE
EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1124B.2.
D. SIGNAGE
1103.2.4 SIGNS.
1103.2.4.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY.
THE FOLLOWING ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL
OF ACCESSIBILITY.
1. ACCESSIBLE PARKING SPACES, EXCEPT WHERE THE TOTAL PARKING SPACES PROVIDED ARE FIVE OR LESS.
2. ACCESSIBLE AREAS OF REFUGE.
3. ACCESSIBLE PASSENGER LOADING ZONES.
4. ACCESSIBLE TOILET AND BATTLING FACILITIES.
1103.2.4.2 OTHER SIGNS.
INACCESSIBLE BUILDING ENTRANCES, INACCESSIBLE PUBLIC TOILETS AND BATHING FACILITIES, AND ELEVATORS NOT ON
AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST
SIMILAR ACCESSIBLE ELEMENT.
EACH DOOR TO AN EXIT STAIRWAY SHALL HAVE A TACTILE SIGN, INCLUDING RAISED LETTERS AND BRAILLE, STATING EXIT
AND SHALL COMPLY WITH CABO/ANSI A117.1.
AT EXITS AND ELEVATORS SERVING A REQUIRED ACCESSIBLE SPACE, BUT NOT PROVIDING AN APPROVED ACCESSIBLE
MEANS OF EGRESS, SIGNS SHALL BE INSTALLED INDICATING THE LOCATION OF ACCESSIBLE MEANS OF EGRESS.
IN ADDITION TO THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, EACH UNISEX TOILET OR BATHING ROOM SHALL BE
IDENTIFIED BY A TACTILE SIGN INCLUDING RAISED LETTERS AND BRAILLE. DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT
ALL SEPARATE -SEX TOILET OR BATHING FACILITIES INDICATING THE LOCATION OF THE NEAREST UNISEX ROOM.
OF THESE REGULA ESE =WAMS MS AN(ITFATS�I�WM)ED NUJ YlAASM.V0
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11158.5 IDENTIFICATION SYMBOLS
DOORWAYS LEADING TO MEA'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4 INCH THICK
(6.4 MM) WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES
SHALL BE IDENTIFIED BY A CIRCLE, 1/4 INCH THICK (6.4 MM) AND 12 INCHES (305 MM) IN DIAMETER. UNISEX
SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK (6.4 MM), 12 INCHES (305 MM) IN DIAMETER
WITH A 1/4 INCH THICK (6.4 MM) TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCHES (305 MM)
DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES (1524 MM)
AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR.
NOTE: SEE ALSO SECTION 1117B.5.7 FOR ADDITIONAL SIGNAGE REQUIREMENT APPLICABLE TO SANITARY FACILITIES.
11178.5 SIGN AND IDENTIFICATION
11170-5.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY
1. GENERAL
WHEN NEW OR ADDITIONAL SIGNS AND/OR IDENTIFICATION DEVICES ARE PROVIDED, OR WHEN EXISTING SIGNS AND/OR
IDENTIFICATION DEVICES ARE REPLACED OR ALTERED, THE NEW OR ALTERED SIGNS AND/OR IDENTIFICATION DEVICES SHALL.
COMPLY WITH 1117B.5. THE ADDITION OF OR REPLACEMENT OF SIGNS AND/OR IDENTIFICATION DEVICES SHALL NOT
TRIGGER ANY ADDITIONAL PATH OF TRAVEL REQUIREMENTS.
2. IDENTIFICATION SIGNS
WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH 1117B.5.2,
1117B.5.3, 1117B.5.5, 1117B.5.6 AND 1117B.5.7.
3. DIRECTION AND INFORMATIONAL SIGNS
WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACE OF A BUILDING OR SITE,
THEY SHALL COMPLY WITH 1117B.5.2, 1117B.5.3 AND 11178.5.4.
4. ACCESSIBILITY SIGNS
WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A BUILDING OR
SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH 1117B.5.2 AND,
WHEN APPLICABLE,
11178.5.2 FINISH AND CONTRAST
CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL
CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON
A LIGHT BACKGROUND.
1117B.5.3 PROPORTIONS
CHARACTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO
HEIGHT RATIO OF BETWEEN 1:5 AND 1:10.
11170.5.4 CHARACTER HEIGHT
CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO
BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE X. LOWERCASE CHARACTERS ARE PERMITTED. FOR
SIGN SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11338.8.6, THE MINIMUM
CHARACTER HEIGHT SHALL BE 3 INCHES (76 MM).
1117B.5.6 RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS
WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY
SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
1. CHARACTER TYPE
CHARACTERS ON SIGN SHALL BE RAISED 1/32-INCH (0.794 MM) MINIMUM AND SHALL BE SANS SERIF UPPERCASE
CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH 1117B.5.6.
2. CHARACTER SIZE
RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH (15.9 MM) AND A MAXIMUM OF 2 INCHES (51 MM) HIGH,
3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS)
PICTORIAL SYMBOL SIGNS (PICTOGRAMS)SHALL BE ACCOMPANIES BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW
THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN
HEIGHT.
11178.5.6 BRAILLE
CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE
STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH 2/10-INCH (5.08 MM) SPACE
BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS
IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND.
111705.7 MOUNTING LOCATION AND HEIGHT
WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL
ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT
DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.
MOUNTING HEIGHT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISH. FLOOR TO THE CENTER LINE OF THE SIGN.
MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES (76 MM) OF SIGNAGE
WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.
11178.5.8.1 SYMBOLS OF ACCESSIBILITY
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE
ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS AND AS
SPECIFICALLY REQUIRED IN THIS SECTION. SEE FIGURE 11 B-6.
11170.5.8.1.1 COLOR OF SYMBOL
THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE
EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5958.
11178.5.8.1.2 ENTRANCE SIGNS
ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED
WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING
THE SYMBOL, AT JUNCTIONS, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.
11178.5.8.1.3 INFORMATION POSTED
BUILDING THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC SANITARY FACILITIES AND/OR ELEVATORS FOR PUBLIC USE
THAT CONFORM TO THESE BUILDING STANDARDS SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY,
PREFERABLY AS PART OF THE BUILDING DIRECTORY. THE INFORMATION SHALL BE ACCOMPANIED BY THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY.
PLUMBING/TOILET ROOMS GENERAL
1115B.2.1 ACCESSIBLE WATER CLOSETS
1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES (432 MM) AND A MAXIMUM OF 19
INCHES (483 MM) MEASURED TO THE TOP OF A MAXIMUM 2-INCH HIGH (51 MM) TOILET SEAT.
EXCEPTION: A 3-INCH (76 MM) HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE
IS LESS THAN 15 INCHES (381 MM) HIGH.
2. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING,
CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44
INCHES (1118MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROL SHALL BE NO GREATER THAN
5-POUND-FORCE (LBF)(22.2 N).
11150.2.1.2 ACCESSIBLE LAVATORIES
1115B.2.1.2.1
FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND IN ACCORDANCE WITH CHAPTER
11B OF THE CALIFORNIA BUILDING CODE AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBF (22.2 N). LEVER -OPERATED,
PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS (PREFERABLE) ARE EXAMPLES OF ACCEPTABLE DESIGNS.
SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18 INCHES (457 MM)
TO THE CENTERLINE OF THE FIX
TURE. ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE MOUNTED
WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34 INCHES (864 MM) ABOVE THE FINISHED FLOOR AND WITH
VERTICAL CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR THE OUTSIDE BOTTOM EDGE OF THE LAVATORY
OF 29 INCHES (737 MM) REDUCING TO 27 INCHES (686 MM) AT A POINT LOCATED 8 INCHES (203MM) BACK FROM
THE FRONT EDGE. KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTEND A MINIMUM OF 30 INCHES (762 MM) IN WIDTH
BY 17 INCHES (432 MM) IN DEPTH. SEE FIGURE 11B-1D-KNEE CLEARANCE.
11150.2.1.2.2
HOT WATER AND DRAINPIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE OR OTHERWISE
COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
1115B.2.1.5 ACCESSIBLE DRINKING FOUNTAINS
11158.2.1.5.1
THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES (457 MM) IN DEPTH AND THERE SHALL BE CLEAR AND
UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27 INCHES (686 MM) IN HEIGHT AND 8
INCHES (203 MM) IN DEPTH, THE DEPTH MEASUREMENTS BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN.
ADDITIONALLY, THERE SHALL BE TOE CLEARANCE OF 9 INCHES (229 MM) IN HEIGHT ABOVE THE FLOOR AND 17 INCHES
(432 MM) IN HEIGHT ABOVE THE FLOOR AND 17 INCHES (432 MM) IN DEPTH FROM THE FRONT EDGE OF THE
FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE.
11150.2.5.3
THE BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM NOT REQUIRING A FORCE GREATER THAN 5LBF
(22.2 N) THAT IS LOCATED WITHIN 6 INCHES (152 MM) OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY
CONTROLLED DEVICE (PREFERABLY). THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES (152 MM) OF
THE FRONT EDGE OF THE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN.
1115B.2.1.5.4
THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES (102 MM) HIGH SO AS TO ALLOW THE INSERTION
OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO
GREATER THAN 5LBF (22.2 N).
11170.1.2 ALCOVES
WATER FOUNTAINS SHALL BE LOCATED COMPLETELY
WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS
NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE
ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED
SHALL NOT BE LESS THAN 32 INCHES (813 MM) IN
WIDTH AND 18 INCHES (457 MM) IN DEPTH. SEE
FIGURE 11 B-3 OF THIS CODE. PROTRUDING OBJECTS
LOCATED IN ALCOVES OR OTHERWISE POSITIONED SO
AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS
ARE PERMITTED TO PROJECT 4 INCHES INTO WALLS,
HALLS CORRIDORS, PASSAGEWAYS OR AISLES.
FIDi dl47EgHCf ]EdGri2AN0 �7yR1CStOH.
(a)A.<xME INMAUAMON
A, SINGLE ACCOMMODATION TOILET
1115B.7.2 SINGLE -ACCOMMODATION TOILET FACILITIES
THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES (762 MM) WIDE BY
48 INCHES (1219 MM) LONG TO ENTER THE ROOM AND PERMIT
THE DOOR TO CLOSE. THERE SHALL BE IN THE ROOM A CLEAR CENTERLINE CENTERLINE
FLOOR SPACE OF AT LEAST 60 INCHES (1524 MM) IN DIAMETER, F7XTOFF
FIXTURE
OR A T-SHAPED SPACE COMPLYING WITH FIGURE 11B-12 (A)
AND (B). NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE t8' 1g•
THAN 12 INCHES (305 MM) EXCEPT FOR THE PANEL DOOR TO
ANY WATER CLOSET COMPARTMENT IF THERE IS ONE. (SEE
FIGUREII8-1A). THE WATER CLOSET SHALL BE LOCATED IN A 0 DG L____._�
SPACE WHICH PROVIDES A MINIMUM 28-INCH-WIDE (711 MM) FLUSH I W £R -1%%
CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32-INCH-WIDE (813 �A� CL
MM) CLEAR SPACE FROM A WALL AT ONE SIDE. THE OTHER SIDE SIDE « '�
SHALL PROVIDE 18 INCHES (457 MM) FROM THE CENTERLINE OF q
THE WATER CLOSET TO THE WALL. A MINIMUM 48 INCHES (1219 t' der j
MM) OF CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE j
WATER CLOSET. ALL DOORS, FIXTURES AND CONTROLS SHALL BE
ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF AN �."®-•,.o
ACCESSIBLE ROUTE SHALL BE 36 INCHES (914 MM) EXCEPT AT
DOORS (SEE SECTION 1133B.2). IF A PERSON IN A WHEELCHAIR t8" 3r AMN
MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM M CLEAR
CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN
FIGURE 11 B-5E. (SEE ALSO FIGURE 11 B-1 A) EXCEPTION: IN AN
EXISTING BUILDING, A SINGLE -ACCOMMODATION TOILET FACILITY MAY SINGLE OCCUPMOY TOILET
HAVE THE WATER CLOSET FIXTURE LOCATED IN AN AREA WHICH
PROVIDES A CLEAR SPACE OF NOT LESS THAN 36 INCHES (914
MM) WIDE BY 48 INCHES (1219 MM) LONG IN FRONT OF THE
WATER CLOSET.
1105.2.4.3 CLEAR FLOOR SPACE
WHERE DOORS SWING INTO A UNISEX TOILET OR BATHING ROOM, A CLEAR FLOOR SPACE NOT LESS THAN 30 INCHES BY
48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED, WITHIN THE ROOM, BEYOND THE AREA OF THE DOOR SWING.
TOILETi. • •ACCESSORIES
1115B.8 GRAB BARS
11158.8.1 LOCATION
GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT,
SHALL BE SECURELY ATTACHED 33 INCHES (838 MM) ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A
TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33 INCHES (838 MM), THE GRAB BAR MAY BE AS HIGH
AS 36 INCHES (914 MM). GRAB BARS SHALL BE AT LEAST 42 INCHES (1067 MM) LONG WITH THE FRONT END
POSITIONED 24 INCHES (610 MM) IN FRONT OF THE WATER CLOSET STOOL. GRAB BARS AT THE BACK SHALL NOT BE
LESS THAN 36 INCHES (914 MM) LONG. SEE FIGURES 11 B-1A, 11 B-1 B AND 11 B-1 C.
11158.8.2 DIAMETER OR WIDTH
THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 11/4 INCHES TO 11/2 INCHES (32
MM TO 38 MM) OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED
ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 11/2 INCHES (38 MM). SEE
FIGURE 11 B-1 C.
11158.8.3 STRUCTURAL STRENGTH
THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET
THE FOLLOWING SPECIFICATIONS:
1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A
250-POUND (1112 N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR
OR SEAT.
2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD
SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS
MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL
STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.
3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND (1112 N)
POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR
THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD.
4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND (1112 N) POINT LOAD,
PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD, SHALL BE LESS THAN
THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE.
5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
11150.8.4 SURFACE
A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE
ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH (3.2 MM)
11158.9 TOILET ROOM FIXTURES AND ACCESSORIES
11158.9.1 LAVATORY FIXTURES
THE REQUIREMENTS OF THIS SUBSECTION SHALL APPLY TO LAVATORY FIXTURES, VANITIES AND BUILT --IN LAVATORIES.
1. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) COMPLYING WITH SECTION 1118B.4 SHALL
BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN
OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY.
2. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES (1016 MM) FROM THE FLOOR.
ar 1,.. ^ice !'t C • i
M, s♦ s, t !
11158.9.2 TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES
WHERE TOWEL, SANITARY
NAPKINS, WASTE RECEPTACLES, 36, ORAN skit
AND OTHER SIMILAR DISPENSING
AR
AND DISPOSAL FIXTURES ARE ab >$
Y$•
PROVIDED, AT LEAST ONE OF Am. mopm sans I PER.
EACH TYPE SHALL BE LOCATED +"*MAX TO
WITH ALL OPERABLE PARTS,uPAx2TY oTara►aLa
INCLUDING COIN SLOTS, WITHIN
40 INCHES (1016 MM) FROM "
THE FINISHED FLOOR.
SIDE ELEVATION
17m - 19" A. F. F.
APPROVED 5-6-99
11158.9.3 TOILET TISSUE DISPENSERS
TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12 INCHES (305 MM) OF THE FRONT EDGE OF THE
TOILET SEAT. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE
USED. SEE FIGURE 116-1A.
11150.9.5 INTERIOR SURFACES
IN OTHER THAN DWELLING UNITS, TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS
PORTLAND, CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS
AT LEAST 5 INCHES (127 MM). WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALL WITHIN 24 INCHES (610 MM)
OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48 INCHES (1219 MM) AND,
EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH 1S NOT ADVERSELY
AFFECTED BY MOISTURE.
N. ACCESSIBIL.ITYFOR EXIST�BUIL.DINGS
11340.1 SCOPE
THE PROVISIONS OF THIS DIVISION APPLY TO RENOVATION, STRUCTURAL REPAIR, ALTERATION AND ADDITIONS TO EXISTING
BUILDINGS, INCLUDING THOSE IDENTIFIED AS HISTORIC BUILDINGS. THIS DIVISION IDENTIFIES MINIMUM STANDARDS FOR
REMOVING ARCHITECTURAL BARRIERS, AND PROVIDING AND MAINTAINING ACCESSIBILITY TO EXISTING BUILDINGS AND THEIR
RELATED FACILITIES.
1134B.2 GENERAL
ALL EXISTING BUILDINGS AND FACILITIES, WHEN ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS ARE MADE TO SUCH
BUILDINGS OR FACILITIES, SHALL COMPLY WITH ALL PROVISIONS OF DIVISION 1, NEW BUILDINGS, EXCEPT AS MODIFIED BY
THIS DIVISION. THESE REQUIREMENTS SHALL APPLY ONLY TO THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR
OR ADDITION AND SHALL INCLUDE THOSE AREAS LISTED BELOW:
11348.2.1
A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF
ALTERATION, STRUCTURAL REPAIR OR ADDITION, AND SANITARY FACILITIES, DRINKING FOUNTAINS, SIGNS AND PUBLIC
TELEPHONES SERVING THE AREA,
EXCEPTION:
1. WHEN THE TOTAL CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS DOES NOT EXCEED A
VALUATION THRESHOLD OF $50,000, BASED ON JANUARY 1981, "ENR US20 CITIES" AVERAGE CONSTRUCTION COST
INDEX OF 3372.02 (ENGINEERING NEWS RECORD, MCGRAW HILL PUBLISHING COMPANY), AND THE ENFORCING AGENCY
SHALL ANNUALLY UPDATE THE VALUATION THRESHOLD TO A CURRENT AMOUNT BASED ON THE INCREASE IN THE INDEX
SINCE THE LAST FIGURE USED. (FOR EXAMPLE, THE JANUARY 2000 AMOUNT IS $90.985.07) FOR PURPOSES OF THIS
EXCEPTION, AND UNREASONABLE HARDSHIP EXISTS WHERE THE COST OF PROVIDING AN ACCESSIBLE ENTRANCE, PATH
OF TRAVEL, SANITARY FACILITIES, PUBLIC PHONES AND DRINKING FOUNTAINS, IS DISPROPORTIONATE TO THE COST OF
THE PROJECT; THAT IS, WHERE IT EXCEEDS 20 PERCENT OF THE COST OF THE PROJECT WITHOUT THESE FEATURES,
WHERE THE COST OF ALTERATIONS NECESSARY TO MAKE THESE FEATURES FULLY ACCESSIBLE IS DISPROPORTIONATE,
ACCESS SHALL BE PROVIDED TO THE EXTENT THAT IT CAN BE WITHOUT INCURRING DISPROPORTIONATE COST. IN
CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL
PROVIDE THE GREATEST ACCESS IN THE FOLLOWING ORDER:
1.1 AN ACCESSIBLE ENTRANCE
1.2 AN ACCESSIBLE ROUTE TO THE ALTERED AREA
1.3 AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX
1.4 ACCESSIBLE TELEPHONES
1.5 ACCESSIBLE DRINKING FOUNTAINS, AND
1.6 WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE AND ALARMS.
THE OBLIGATION TO PROVIDE ACCESS MAY NOT BE EVADED BY PERFORMING A SERIES OF SMALL ALTERATIONS TO THE
AREA SERVED BY A SINGLE PATH OF TRAVEL IF THOSE ALTERATIONS COULD HAVE BEEN PERFORMED AS A SINGLE
UNDERTAKING. IF AN AREA HAS BEEN ALTERED WITHOUT PROVIDING AN ACCESSIBLE PATH OF TRAVEL TO THAT AREA,
AND SUBSEQUENT ALTERATIONS OF THAT AREA OR A DIFFERENT AREA ON THE SAME PATH OF TRAVEL ARE UNDERTAKEN
WITHIN THREE YEARS OF THE ORIGINAL ALTERATION, THE TOTAL COST OF MAKING THAT PATH OF TRAVEL ACCESSIBLE IS
DISPROPORTIONATE. ONLY ALTERATIONS UNDERTAKEN AFTER JANUARY 26, 1992, SHALL BE CONSIDERED IN DETERMINING
IF THE COST OF PROVIDING AN ACCESSIBLE PATH OF TRAVEL IS DISPROPORTIONATE TO THE OVERALL COST OF THE
ALTERATIONS.
•-16 CONTROLS : OPERATING
1117B.6 CONTROLS AND OPERATING MECHANISMS
2. CLEAR FLOOR SPACE
CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A
PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS DISPENSERS, RECEPTACLES AND OTHER OPERABLE
EQUIPMENT.
3. HEIGHT
THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL
BE PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTIONS 1118B.5 AND 1118B.6. ELECTRICAL
AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES (381 MM)
ABOVE THE FLOOR.
EXCEPTION: THESE REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR
WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING
OCCUPANTS.
4. OPERATION
CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 116HT GRASPING,
PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5
POUNDS (22.2 N) OF FORCE.
No. Date
Revision
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Job No.:
U53i788
Drawn By:
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Project Architect:
PUTS
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Plot Date
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GENERAL NOTES
1. CODES AND REGULATIONS
ALL CONSTRUCTION AND THE WORK AF ALL CONTRACTORS, SUB OR GENERAL SHALL
FULLY COMPLY WITH THE LOCAL BUILDING CODES AND REGULATIONS
2. PERMITS:
A. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY THE
GOVERNING AUTHORITIES FOR THE COMPLETION OF THE WORK. THE FEES, CHARGES OR
OTHER COSTS PAID BY THE CONTRACTOR FOR THE SAID PERMITS WILL BE REIMBURSED TO
THE CONTRACTOR BY THE OWNER IN THE AMOUNTS SO PAID.
B. THE CONTRACTOR SHALL PROCURE ALL. NOTICES AND LICENSES REQUIRED FOR THE
COMPLETION FO THE WORK, THE COSTS OF THESE NOTICES AND LICENSES ARE INCIDENTAL
TO OTHER ITEMS OF WORK AND NO ADDITIONAL PAYMENT WILL BE MADE FOR COSTS
INCURRED BY OBTAINING NOTICES AND LICENSES OR CONFORMING TO THE REQUIREMENTS
THEREOF.
C. TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DESCEND, REQUIRE A SEPARATE PERMIT FROM THE STATE OF CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY.
D. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE CONTRACTOR SHALL HAVE
EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE.
3. BIDDING
ALL CONTRACTORS, SUB OR GENERAL, BIDDING ANY PORTION OF THIS PROJECT SHALL BE
HELD RESPONSIBLE TO REVIEW AND INCLUDE IN ANY BID SUBMITTED, ALL OTHER
DRAWINGS AND SPECIFICATIONS WHICH FORM A PART OF THESE CONSTRUCTION
DOCUMENTS INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, GENERAL NOTES, CIVIL,
LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND EQUIPMENT PLANS
AS MAY APPLY TO SAID TRADE BIDDING.
4. VERIFICATION
THE CONTRACTOR SHALL VERIFY ALL SIZES OF PREPARATORY WORK FOR EQUIPMENT OF
OTHERS AND SHALL COORDINATE THE WORK ON THIS CONTRACT WITH ALL WORK
FURNISHED BY OTHERS.
5. DISCREPANCIES
A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ALL EXISTING
CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES
TO THE ARCHITECT PRIOR TO THE START OF WORK. IN CASE OF A CONFLICT BETWEEN THE
ARCHITECTURAL AND CONSULTANT DRAWINGS, THE ARCHITECT WILL DETERMINE THE
CORRECT INTENT OF THE WORK.
B. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE SPECIFICATIONS, OR
SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES, THE BETTER QUALITY AND/ OR
GREATER QUANTITY OF WORK OR MATERIAL SHALL BE ESTIMATED UPON, AND UNLESS
OTHERWISE ORDERED IN WRITING SHALL BE FURNISHED AND INSTALLED.
C. IF ANY ERRORS OR OMISSIONS APPEAR IN THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH ERRORS OR OMISSIONS
IMMEDIATELY. IF THE CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD
RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS AND FOR THE COST OF
RECTIFYING SAME.
6. DESIGN INTENT
THE CONTRACTOR SHALL NOT DEVIATE FROM THE DESIGN INTENT OF THE DRAWINGS AND
DETAILS WITHOUT FIRST OBTAINING PRIOR APPROVAL FROM THE ARCHITECT.
7. DETAILS
DETAILS ARE INTENDED TO SHOW THE END RESULT DESIRED. MINOR MODIFICATIONS MAY
BE REQUIRED TO SUIT THE SPECIFIC DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED
AS PART OF THE WORK.
8. DIMENSIONS
DIMENSIONS ARE TO THE FACE OF STUDS, FACE OF CONCRETE AND FACE OF MASONRY
UNLESS NOTED OTHERWISE. DIMENSIONS AS SHOWN TAKE PRECEDENCE OVER ANY
CONDITIONS GRAPHICALLY SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. WHEN
IN DOUBT, ASK THE ARCHITECT FOR A CLARIFICATION.
9. "TYPICAL" MEANS ALL. EXCEPT AS SPECIFICALLY NOTED. "SIMILAR" MEANS THERE
ARE SLIGHT VARIATIONS AMONG CONDITIONS WHERE THE DETAILS OCCUR.
10. COORDINATION OF TRADES
A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF
ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT FIXTURES AND OTHER SUCH
MATERIALS TO BE UTILIZED IN THIS PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY
THE ARCHITECT IN WRITING WITHIN 30 DAYS OF THE DATE OF CONTRACT OF THOSE
SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE AND OF EQUAL QUALITY AND
DESCRIPTION. IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT, THE CONTRACTOR
SHALL ACCEPT RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP ON SPECIFIED
ITEMS AND SHALL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO
THE OWNER, TO INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A
HARDSHIP ON THE OWNER AND NOT TO DELAY PROGRESS OF THE WORK. NO EXTENSION
TIME TO THE CONTRACT WILL BE ALLOWED FOR THE CONTRACTORS INABILITY TO SECURE
SPECIFIED ITEMS.
B. THE CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED
AFTER INSTALLATION OF THE MECHANICAL DUCTS, PLUMBING AND ELECTRICAL WORK AND
SHALL COORDINATE WITH THE ARCHITECT,
C. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES„
DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE
ADJACENT SURFACE AS DIRECTED BY THE ARCHITECT.
D. THE CONTRACTOR SHALL COORDINATE THE WORK AMONG ALL TRADES RELATING TO
THE MOUNTING AND ATTACHMENTS OF ALL EQUIPMENT AS REQUIRED.
E. THE CONTRACTOR SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS, SIZES
AND POSITIONS OF OPENINGS IN SLABS AND WALLS NECESSARY FOR THE INSTALLATION OF
THE WORK.
F. THE CONTRACTOR SHALL PROVIDE MOUNTING PLATES AS REQUIRED BEHIND ALL
WALL MOUNTED ITEMS SUCH AS HANDRAILS, GRAB BARS, TOILET PARTITIONS, TOILET ROOM
ACCESSORIES, LIGHT FIXTURES, ETC.
13. THE CONTRACTOR AND / OR SUBCONTRACTORS SHALL GUARANTEE ALL
WORKMANSHIP AND MATERIALS FOR AT LEAST ONE YEAR BEYOND THE DATE OF FINAL
INSPECTION APPROVAL,
J
DMSION 00:
PROCUREMENT AND CONTRACTING REQUIREMENTS
DMSION Ol:
GENERAL REQUIREMENTS
01 11 00 - SIUMM OF W=
06 20 00 - MISH CARPENTRY
3.01 INSTALLATION
1.01 SCOPE OF WORK
1.01
WORK INCLUDED
A. INSTALL DOOR IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND APPROVED
A. THE WORK CONSISTS OF TENANT IMPROVEMENTS IN AN EXISTING BUILDING IN SANTA ANA, CALIFORNIA
A. FURNISH AND INSTALL ALL FINISH CARPENTRY AS SHOWN ON THE DRAWINGS, INCLUSIVE OF:
SHOP DRAWINGS.
B. THE WORK SHOWN IN THESE SPECIFICATIONS AND ON THE DRAWINGS INCLUDES ARCHITECTURAL
1. BASE AND UPPER CABINETS IN BREAK ROOM.
B. INSTALL LABELED DOORS PER NFPA STANDARDS NO. 80 AND NO. 101 AS APPLICABLE.
WORK RELATIVE TO:
2. TELLER LINE AND BACK -COUNTER CASEWORK.
C. INSTALL DOORS PLUMB AND SQUARE WITH A MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH.
1. DEMOLITION OF EXISTING DOORS, WINDOWS, FINISHES,AND PLUMBING
3. DISPLAY AND DEPOSIT SLIP COUNTER,
AS INDICATED ON THE PLANS AND AS NECESSARY FOR A COMPLETE JOB.
08 70 00 - FINISH HARDWARE
2. CONSTRUCTION AND INSTALLATION OF NEW INTERIOR WALLS, DOORS, WINDOWS, FINISHES, ELECTRICAL
2.01
PRODUCTS
1,01 WORK INCLUDED
AND PLUMBING AS INDICATED IN THE PLANS AND AS NECESSARY FOR A COMPLETE JOB.
A. FABRICATE CABINET IN FLUSH -OVERLAY TYPE CONSTRUCTION, IN ACCORDANCE WITH WIC
A. FURNISH AND INSTALL ALL FINISH HARDWARE. SUBMIT HARDWARE SCHEDULE. FINISH: TO BE
3. MISCELLANEOUS WORK INCLUDES CUTTING AND PATCHING FLOORS, WALLS, DOORS AND FINISHES.
STANDARDS FOR CUSTOM GRADE.
BRONZE TO MATCH EXISTING. COMPLY WITH DISABLED ACCESS REQUIREMENTS OF THE C.B.C.
SEALANTS, INSTALLING OWNER PROVIDED EQUIPMENT AND WORK RELEVANT TO THE
B. FABRICATE WITH THE REQUIRED FINISH ON ALL EXPOSED SURFACES, INCLUDING EDGES AND
2.01 PRODUCTS
PROJECT AREAS SHOWN.
BACKING FOR ALL DOORS.
A. REFER TO THE DRAWINGS FOR THE DOOR HARDWARE SCHEDULE.
4. FIRE SPRINKLER MODIFICATIONS ARE TO BE DESIGN / BUILD BY CONTRACTOR,
C. PROVIDE HINGES, LOCKS, AND PULLS AS SPECIFIED HEREIN AT ALL CASEWORK DOORS, INSTALL
2.01 PRODUCTS
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. THE FOLLOWING MANUFACTURERS HAVE BEEN USED FOR THE LISTED ITEMS ON THE HARDWARE
DWON 02
- EXMNG CONDITIONS
D. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITH
GROUP LISTED BELOW. SEE HARDWARE GROUPS FOR OTHER ITEMS.
02 40 00 - TRMNG. NO WORK TO BE PERFORMED WITHOUT WRITTEN APPRWAL OF LANDLORD.
MANUFACTURED SIZES. MAKE INSIDE AND OUTSIDE CORNERS HAIRLINE. COLOR TO BE AS
I. BUTT HINGES: MCKINNEY, STANLEY, HAGAR.
1.01 GENERAL
SELECTED BY OWNER OR ARCHITECT.
2. LOCKSETS, LATCHSETS, AND CYLINDERS: SCHLAGE "D" SERIES; STYLE TO BE 'OLYMPIAD."
A. EXCAVATE TRENCHES FOR UTILITIES.
E. ALL INTERIOR CABINET SURFACES COVERED BY DOORS AND THE INTERIOR OF DRAWERS SHALL
3. CLOSERS: NORTON, LCN.
B. PROVIDE COMPACTED BED AND COMPACTED ALL OVER UTILITIES TO SUB GRADE ELEVATIONS.
BE FINISHED WITH WHITE MELAMINE/CABINET LINER.
C KICK PLATES: IVES, QUALITY, BUILDER'S BRASS.
C. COMPACTION REQUIREMENTS,
5. DOOR STOPS: GLYNN-JOHNSON, IVES, BUILDER'S BRASS, QUALITY.
1.02 PROTECTION
2.02
ACCESSORIES
6. AUTOMATIC FLUSH BOLT: GLYNN-JOHNSON, IVES.
A. PROVIDE HINGES, PULLS, DRAWER SLIDES AND FASTENERS BASED UPON LATEST WIC "MANUAL OF
7. GASKETS: PEMKO, IVES, TRIMCO.
A. PROTECT EXCAVATIONS AS NECESSARY.
B. NOTIFY ARCHITECT OF UNEXPECTED SUBSURFACE CONDITIONS.
MILLWORK" AND PER THESE DRAWINGS.
8. COORDINATOR: GLYNN-JOHNSON, IVES, DOOR CONTROL INTERNATIONAL.
2.01 PRODUCTS
3.01
INSTALLATION
9. ASTRAGAL: PEMKO.
10. ELECTRIC STRIKES: VON DUPRLN.
A. SAND: NATURAL RIVER OR BANK SAND; WASHED, FREE OF SILT, CLAY, LOAM, FRIABLE OR
A. VERIFY DIMENSIONS OF RECEIVING SPACES AT JOBSITE.
11. PANIC HARDWARE: VON DUPRIN.
SOLUBLE MATERIALS, AND ORGANIC MATTER; GRADED IN ACCORDANCE WITH ASTM C136,
B. MAKE JOINTS TO CONCEAL SHRINKAGE, MITER ALL EXTERIOR CORNERS, COPE INTERIOR CORNERS,
C. FURNISH FINISH HARDWARE WITH ALL NECESSARY SCREWS, BOLTS, OR OTHER FASTENINGS OF
B_ SUBSOIL: REUSED; FREE OF GRAVEL LARGER THAN 3 INCH SIZE, AND DEBRIS.
MITER OR SCARF ALL ENDS OF END JOINT.
SUITABLE SIZE AND TYPE TO ANCHOR THE HARDWARE IN POSITION FOR HEAVY USE AND LONG
3.01 EXECUTION
C, SET WORK SQUARE, LEVEL, PLUMB WITH EDGES SCRIBED ACCURATELY AND SECURE IN PLACE WITH
LIFE. FINISH TO HARMONIZE WITH THE HARDWARE MATERIAL AND FINISH.
A. VERIFY AREAS TO BE BACK FILLED ARE FREE OF DEBRIS OR WATER. COMPACT SUB GRADE
FASTENINGS, CLIPS, BRACES, ANCHORS, SHIMS AND BLOCKS,
D. FURNISH THESE FASTENINGS WHERE NECESSARY WITH EXPANSION SHIELDS, SEX BOLTS, TOGGLE
SURFACES TO DENSITY REQUIREMENTS FOR BACK FILL MATERIAL.
D. ADJUST DOORS, HARDWARE AND OTHER MOVING OR OPERATING PARTS TO FUNCTION SMOOTHLY
BOLTS, OR OTHER APPROVED ANCHORS ACCORDING TO THE MATERIALS TO WHICH IT IS APPLIED,
B. CUT TRENCHES SUFFICIENTLY WIDE TO ENABLE INSTALLATION OF UTILITIES AND ALLOW INSPECTION.
AND CORRECTLY.
AND AS RECOMMENDED BY THE MANUFACTURER. FASTEN ALL HARDWARE TO CONCRETE WITH
C. EXCAVATION SHALL NOT INTERFERE WITH NORMAL 45 DEGREE BEARING SPLAY OF EXISTING
E. CLEAN EXPOSED INTERIOR AND EXTERIOR SURFACES OF ALL CASEWORK, HARDWARE, FITTINGS AND
MACHINE SCREWS AND EXPANSION SHIELDS.
FOUNDATIONS WITHOUT SPECIFIC PERMISSION OF ARCHITECT.
FIXTURES,
3.01 INSTALLATION
D. CORRECT UNAUTHORIZED EXCAVATION AT NO COST TO OWNER. FILL OVER -EXCAVATED AREAS
F. REPAIR OR REPLACE ALL DAMAGED OR DEFECTIVE WORK AS DIRECTED. ARCHITECT SHALL BE THE
A. INSTALL ALL FINISH HARDWARE IN COORDINATION WITH INSTALLATION OF ALL DOORS SO THAT ALL
IN ACCORDANCE WITH DIRECTION BY ARCHITECT.
FINAL JUDGE OF THE DISPOSITION OF ANY DAMAGED OR DEFECTIVE WORK
DOORS OPERATE FREELY, WITHOUT BINDING, AND SO THAT ALL HARDWARE FUNCTIONS AS
E. PLACE AND COMPACT FILL MATERIALS IN CONTINUOUS LAYERS NOT EXCEEDING 6 INCHES LOOSE
D. PROVIDE HOLES AND CUTOUTS FOR PLUMBING AND BATH ACCESSORIES AS INDICATED ON THE DRAWINGS.
INDICATED. INSTALL HARDWARE IN PROPER SEQUENCE,
DEPTH. COMPACT TO 95 PERCENT COMPACTION UNDER FOOTINGS AND BUILDING, TO 90 PERCENT
E. ROUT AND FINISH COMPONENT EDGES TO A SMOOTH, UNIFORM FINISH. ROUT ALL CUTOUTS, THEN SAND ALL
B. FURNISH HARDWARE TO COMPLY WITH ALL APPLICABLE FIRE AND BUILDING CODES. ALL EXIT
UNDER WALKWAYS AND PAVING, AND TO 85 PERCENT UNDER LANDSCAPING.
EDGES SMOOTH, REPAIR OR REJECT DEFECTIVE OR INACCURATE WORK.
DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY. ALL LABELED DOORS
F. REMOVE SURPLUS BACK FILL MATERIALS FROM SITE.
F. FINISH: ALL SURFACES SHALL HAVE UNIFORM FINISH.
SHALL BE SELF -CLOSING. USE UL LABELED HARDWARE FOR FIRE DOORS.
1. MATTE, WITH A GLOSS RATING OF 5-20
C. NOTIFY OWNER OF ALL CONDITIONS WHICH PREVENT LABELING OR GUARANTEE REQUIREMENTS FOR
DMSION 03
- CONCRETE -NOT USED
G, COVE BACKSPLASHES: FABRICATE 1/2" (13MM) RADIUS COVE AT INTERSECTION OF COUNTERS AND
DOORS AT THE TIME QF SHOP DRAWINGS SUBMITTA F E
05 50 00 - METAL F TM
1.01 GENERAL
A.
PROVIDE MISCELLANEOUS STEEL FRAMING, SUPPORTING ANGLES, PLATES, BRACKETS, CLIPS,
ANCHORS AND BOLTS FOR EQUIPMENT AND OTHER WORK TO BE COMPLETE AS SHOWN AND
SPECIFIED.
B.
SUBMIT SHOP DRAWINGS OF ALL FABRICATED ITEMS FOR REVIEW BEFORE FABRICATION
AND INSTALLATION.
2.01 EXAMINATION
A.
EXAMINE THE CONDITIONS IN WHICH THE WORK IS TO BE INSTALLED. DO NOT PROCEED WITH THE
WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
B.
COORDINATE ALL METALWORK WITH ADJOINING WORK. DO ALL CUTTING, SHEARING, DRILLING,
PUNCHING, THREADING, TAPPING, ETC., REQUIRED FOR MISCELLANEOUS METAL OR FOR ATTACHMENT
OF ADJACENT WORK. DRILL OR PUNCH HOLES; DO NOT USE CUTTING TORCH. SHEARING AND
PUNCHING SHALL LEAVE TRUE LINES AND SURFACES.
2.02 FINISH
A.
CLEANING: THOROUGHLY CLEAN ALL MILL SCALE, RUST, DIRT, GREASE, AND OTHER FOREIGN
MATTER FROM FERROUS METAL PRIOR TO ANY GALVANIZING, HOT PHOSPHATE TREATMENT, OR
PAINTING.
B.
SHOP PRIMING: SHOP -PAINT MISCELLANEOUS METAL WORK, EXCEPT MEMBERS OR PORTIONS OF
MEMBERS TO BE EMBEDDED IN CONCRETE, SURFACES AND EDGES TO BE FIELD WELDED, AND
GALVANIZED SURFACES, UNLESS OTHERWISE SPECIFIED.
1. USE PAINTING METHODS WHICH WILL RESULT IN FULL COVERAGE OF JOINTS, CORNERS, EDGES,
AND EXPOSED SURFACES. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM THE
REST.
C.
GALVANIZING: PROVIDE A ZINC COATING FOR ALL EXPOSED EXTERIOR ITEMS AND ITEMS EMBEDDED
IN CONCRETE.
A. PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY FOR SECURING MISCELLANEOUS
METAL FABRICATIONS TO IN -PLACE CONSTRUCTION, CONCEAL ALL FASTENINGS WHERE PRACTICAL.
FORM JOINTS EXPOSED TO WEATHER TO EXCLUDE WATER,
B. SET WORK ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION, PLUMB, LEVEL, TRUE, AND FREE
OF RACK, MEASURED FROM ESTABLISHED LINES AND LEVELS.
1. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM TIGHT HAIRLINE JOINTS. WELD
CONNECTIONS WHICH ARE NOT TO BE LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP
WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. GRIND EXPOSED JOINTS SMOOTH AND TOUCH
UP SHOP -PAINT COAT.
C. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION.
D. DO ALL GROUTING WITH NONSHRINK GROUT.
E. VERIFY ALIGNMENT OF ALL ITEMS WITH ADJACENT CONSTRUCTION. COORDINATE RELATED WORK.
3.02 CLEAN AND TOUCH UP
A. IMMEDIATELY AFTER INSTALLATION, CLEAN ALL DEBRIS CAUSED BY THE WORK.
DIVISION 06 - WOOD, PLASTICS AND COMPOSITES
06 10 00 - RWM CARPENTRY
1.01 GENERAL
A. PROVIDE ROUGH CARPENTRY MATERIALS AND LABOR REQUIRED FOR PROPER COMPLETION
OF THE WORK.
B. IDENTIFY ALL LUMBER AND PLYWOOD BY GRADE STAMPS.
2.01 PRODUCTS
A. PLYWOOD SHEATHING:
1. TELEPHONE BACKBOARDS: 3/4" THICK, A-D GROUP 1 INTERIOR.
2. COMPLY WITH THE RECOMMENDATIONS OF APA FOR THE INSTALLATION OF PLYWOOD.
B. NAILS: COMMON, EXCEPT AS MAY BE NOTED OTHERWISE, COMPLYING WITH FED SPEC FF-N-1,
USING GALVANIZED AT EXTERIOR LOCATIONS.
C. BOLTS: ASTM A307, MILD STEEL, WITH SQUARE OR HEX HEADS AND NUTS.
3.01 EXECUTION
A. PRODUCE JOINTS WHICH ARE TIGHT, TRUE, AND WELL NAILED, WITH MEMBERS ASSEMBLED IN
ACCORDANCE WITH THE DRAWINGS AND WITH PERTINENT CODES AND REGULATIONS.
BACKSPLASHES. FORM BACKSPLASHES USING 1/2" (13MM) SOLID POLYMER MATERIAL. FABRICATE IN SHOP OR
HELD.
3.01 INSTALLATION
A. INSTALL COMPONENTS PLUMB AND LEVEL, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT
INSTALLATION DETAILS.
B. FORM FIELD JOINTS USING MANUFACTURER'S RECOMMENDED ADHESIVE, WITH JOINTS INCONSPICUOUS IN
FINISHED WORK. KEEP COMPONENTS AND HANDS CLEAN WHEN MAKING JOINTS.
C. ADHERE UNDERMOUNT/SUBMOUNT/BEVEL MOUNT SINKS/BOWLS TO COUNTERTOPS USING MANUFACTURER'S
RECOMMENDED ADHESIVE AND MOUNTING HARDWARE.
D. ADHERE TOPMOUNT SINKS/BOWLS TO COUNTERTOPS USING MANUFACTURER -RECOMMENDED ADHESIVES AND
COLOR -MATCHED SILICONE SEALANT.
E. PROVIDE BACKSPLASHES AND ENDSPLASHES AS INDICATED ON THE DRAWINGS, ADHERE TO COUNTERTOPS
USING MANUFACTURER'S STANDARD COLOR -MATCHED SILICONE SEALANT.
F. KEEP COMPONENTS AND HANDS CLEAN DURING INSTALLATION, REMOVE ADHESIVES, SEALANTS AND OTHER
STAINS. COMPONENTS SHALL BE CLEAN ON DATE OF SUBSTANTIAL COMPLETION.
G. MAKE PLUMBING CONNECTIONS TO SINKS IN ACCORDANCE WITH DIVISION 15, MECHANICAL.
H. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COMPLETION, REPAIR OR REPLACE DAMAGED
WORK THAT CANNOT BE REPAIRED TO ARCHITECT'S SATISFACTION AND INVOICE FOR THE COST OF REPAIRS.
ARCHITECT TO PRE -APPROVE COST ESTIMATE BEFORE REPAIRS ARE MADE.
J. FABRICATOR/INSTALLER IS TO PROVIDE A COMMERCIAL CARE AND MAINTENANCE VIDEO, REVIEW MAINTENANCE
PROCEDURES AND WARRANTY DETAILS WITH THE DIRECTOR OF MAINTENANCE UPON COMPLETION OF PROJECT.
1 llJ#l0GmR
08 12 00 - METAL FRWES
1.01 WORK INCLUDED
A. STANDARD AND FIRE RATED PRESSED STEEL HOLLOW METAL DOORS AND FRAMES AND
PREFINISHED KNOCKDOWN TYPE FRAMES.
1.02 REFERENCE STANDARDS
A. SDI - 100 - RECOMMENDED SPECIFICATIONS - STANDARD STEEL DOORS AND FRAMES OF STEEL
DOOR INSTITUTE.
B. UNDERWRITERS' LABORATORIES, INC., (UL), AS APPLICABLE TO ARE RATED HOLLOW METAL
DOORS AND DOOR FRAMES.
C. ASTM A366 - STEEL, CARBON, COLD -ROLLED SHEET, COMMERCIAL QUALITY.
2.01 ACCEPTABLE MANUFACTURERS:
A. OVERLY MANUFACTURING COMPANY
B. KRIEGER STEEL PRODUCTS COMPANY
C. STEELCRAFT MANUFACTURING COMPANY
D. TIMELY PREFINISHED STEEL DOOR FRAMES
E. SUBSTITUTIONS: ITEMS OF SAME FUNCTION AND PERFORMANCE ARE ACCEPTABLE.
2.02 HOLLOW METAL FRAMES
A. PREFINISHED DOOR FRAMES SHALL BE TIMELY SERIES "S", 20 GAUGE AS MANUFACTURED BY
TIMELY INDUSTRIES OR APPROVED EQUAL. FRAMES SHALL BE PREFINISHED WITH BAKED ENAMEL
FINISH PER FINISH SCHEDULE WITH MATCHING 22 GAUGE CASING SECTIONS. PREFITT€NG OF WOOD
DOORS SHALL CONFORM TO REDIFRAME SPECIFICATIONS. DOORS AND FRAMES SHALL BE INSTALLED
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. SHOP PAINTING: THOROUGHLY CLEAN PAINT DOORS, FRAMES AND ANCHORS WITH BAKED -ON
RUST INHIBITIVE PAINT (TWO COATS GRAY ZINC CHROMATE) SHOP PRIMED, SEE DRAWINGS FOR
FINISH COLOR.
C. HARDWARE: REINFORCE DOOR AND FRAME WITH 14 GAUGE STEEL PLATES AND FIT FOR
HARDWARE FROM TEMPLATES FURNISHED UNDER HARDWARE SECTION.
D. DOOR BUMPERS: MANUFACTURER'S STANDARD RESILIENT TYPE;.REMOVABLE FOR
REPLACEMENT.
E. INSTALL BUTTS ON CLASS "A" LABELED DOORS IN ACCORDANCE WITH UL REQUIREMENTS.
2.03 ARE RATED DOORS AND FRAMES
A. FABRICATE FIRE RATED HOLLOW METAL FRAMES OF MATERIALS IN ACCORDANCE WITH
REQUIREMENTS OF UNDERWRITERS' LABORATORIES, INCLUDE, (UL). PLACE UL LABELS WHERE VISIBLE
WHEN FRAMES ARE INSTALLED IN POSITION. REFER TO DRAWINGS FOR CLASS REQUIREMENTS.
3.01 INSTALLATION
A. INSTALL DOORS AND FRAMES IN ACCORDANCE WITH SDI - 100 EXCEPT AS AMENDED IN THIS
SECTION.
B. INSTALL DOORS' HOLLOW METAL FRAMES PLUMB AND SQUARE, IN CORRECT LOCATION
INDICATED ON DRAWINGS AND WITH A MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. ENSURE
FRAMES ARE SECURELY AND RIGIDLY ANCHORED TO ADJACENT CONSTRUCTION.
1.01 GENERAL
A. COMPLY WITH THE NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION, (NWMA IS-1-2-80)
INDUSTRY STANDARD CS 236, TYPE 1, DENSITY C, CLASS 1.
2.01 PRODUCTS
A. TYPICAL RATED AND NON -RATED DOORS TO BE MAT -FORMED PARTICLE BOARD SOLID CORE WITH
I.S.1 TEMPERED HARDBOARD OR HARDWOOD FACES, 1-3/4 INCH THICK TO MATCH EXISTING
BUILDING STANDARDS. MANUFACTURER TO BE SADDER DOOR, WEYERHAUSER OR APPROVED EQUAL.
LOCATE HARDWARE NOT REQUIRING METAL FRAME. PREPARATION TO COMPLY WITH NWMA I.S.I.
B. VENEER: RIFT -CUT BIRCH STAIN GRADE OR TO MATCH EXIST
L. AILUR TO NOTIFY SUCH CONDITIONS Al
THIS TIME INDICATES ACCEPTANCE BY CONTRACTOR OF SAID CONDITIONS AND ANY SUBSEQUENT
CHANGES REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER.
D. FURNISH NUMBER AND SIZE OF HINGES RECOMMENDED BY HINGE MANUFACTURER. FURNISH
CLOSERS OF SIZE RECOMMENDED BY CLOSER MANUFACTURER.
E. SET CLOSERS AT DOORS TO OPERATE WITH THE FOLLOWING MAXIMUM OPENING FORCE TO
COMPLY WITH CALIFORNIA CODE OF REGULATIONS, TITLE 24:
1. RATED DOORS: 15 LBS,
2. INTERIOR NON -RATED DOORS: 5 LBS.
# �! 17
1.01 WORK INCLUDED
A. PROVIDE GLASS, AND GLAZING ACCESSORIES FOR DOORS AS SHOWN AND SPECIFIED.
B. IDENTIFY ALL GLASS PANES BY FACTORY LABEL,
C, SPACER SHIMS: NEOPRENE; 50 SHORE A DUROMETER HARDNESS; SIZE AS REQUIRED TO SET
IN CONTACT WITH SILICONE SEALANT, PROVIDE SILICONE GLAZING BLOCK COMPATIBLE WITH THE
SILICONE SEALANT.
D. GLAZING TAPE: PREFORMED BUTYL-POLYISOBUTYLLNE COMPOUND 10-15 SHORE A DUROMETER
DUROMETER HARDNESS; SIZE AS REQUIRED TO SET GLASS PROPERLY. WHERE GLAZING BLOCK IS
COLOR; PRESSTITE, HAPCO, OR EQUAL.
E. GLAZING CLIPS: MANUFACTURER'S STANDARD TYPE.
2.01 PRODUCTS - GLASS AND GLAZING MATERIALS
A. CLEAR FLOAT, FULLY TEMPERED GLASS (CT), I/4 INCH THICK
B. SETTING BLOCKS: CLOSED CELL NEOPRENE COMPLYING WITH ASTM C509; 70-90 SHORE A
HARDNESS; COILED ON RELEASE PAPER; SIZE AS REQUIRED TO SET GLASS PROPERLY; BLACK
GLASS PROPERLY.
3.01 INSPECTION
A. VERIFY SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN, FREE OF
OBSTRUCTIONS, AND READY FOR WORK OF THIS SECTION.
B. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF SUBSTRATE.
3.02 PREPARATION
A. CLEAN CONTACT SURFACES TO RECEIVE GLASS IMMEDIATELY BEFORE GLAZING WITH
SOLVENT AND WIPE DRY.
B. SEAL POROUS GLAZING CHANNELS OR RECESSES.
C. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT.
3.03 INSTALLATION
A. COMPLY WITH COMBINED RECOMMENDATIONS OF GLASS MANUFACTURER AND MANUFACTURER OF
SEALANTS AND OTHER MATERIALS USED IN GLAZING, EXCEPT WHERE MORE STRINGENT
REQUIREMENTS ARE SHOWN OR SPECIFIED.
B. DO NOT ATTEMPT TO CUT, SEAM, NIP OR ABRADE GLASS WHICH IS TEMPERED.
C. INSTALL SETTING BLOCKS OF PROPER SIZE IN SILL RABBET; LOCATE AT ONE-FOURTH OF GLASS
WIDTH, MEASURED FROM EACH JAMB.
D. PROVIDE SPACERS INSIDE AND OUT AND OF PROPER SIZE AND SPACING FOR GLASS SIZES
LARGER THAN 50 UNITED INCHES, EXCEPT WHERE PRESHIMMED TAPE OR GASKETS ARE USED FOR
GLAZING. PROVIDE 1 /8" MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUAL TO
SEALANT WIDTH, EXCEPT WITH BUTYL -RUBBER SEALANT TAPE, USE THICKNESS 1/32" LESS THAN
FINAL COMPRESSED THICKNESS OF TAPE.
F. FORCE SEALANTS INTO CHANNEL TO ELIMINATE VOIDS AND TO ENSURE COMPLETE "SETTING" OR
BOND OF SEALANT TO GLASS AND CHANNEL SURFACES.
E. PREVENT EXUDATION OF SEALANT OR COMPOUND BY FORMING VOIDS OR INSTALLING FILLER RODS
IN CHANNELS AT HEEL OF JAMBS AND HEADS (DO NOT LEAVE VOIDS IN SILL CHANNELS), EXCEPT
AS OTHERWISE INDICATED.
DMSION 09 - FINISHES
09 22 00 - SUPPORTS FOR PLASTER AND GYPSUM WMM
09 22 16 - NON-SiRMRAL METAL. FWNNG
1.01 QUALITY ASSURANCE
A. DESIGN CRITERIA: METAL STUDS AND FURRING SHALL PROVIDE PLUMB TRUE, STRAIGHT, AND
RIGID FRAMING FOR SUPPORT OF GYPSUM BOARD AND SHALL MEET REQUIREMENTS OF THE C.B.C.
1. FIRE -RATED ASSEMBLIES: WHERE FRAMING UNITS ARE COMPONENTS OF FIRE -RESISTIVE RATED
ASSEMBLIES, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING AUTHORITIES THAT
HAVE JURISDICTION, PROVIDE UNITS THAT HAVE BEEN APPROVED BY GOVERNING AUTHORITIES
THAT HAVE JURISDICTION.
B. INSTALLER QUALIFICATIONS: PERSONNEL WHO ARE THOROUGHLY EXPERIENCED IN TYPE OF WORK
SPECtED.
2.01 PRODUCTS
A. GENERAL
1. ESTABLISHED STANDARD: UNIMAST, INC., I.C.B.O. #4943P
2. OTHER ACCEPTABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE
C. BOND: TYPE I OR TYPE 11, WATER RESISTANT. THE FOLLOWING:
No. Date
Revision
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a. CONSOLIDATED FABRICATORS CORP.
b. KIRII (USA) INC.
c. UNITED CONSTRUCTION SUPPLY
B. TYPICAL METAL FRAMING
1. SYSTEM COMPONENTS: MANUFACTURERS STANDARD NON -LOAD BEARING FRAMING OF TYPE,
SIZE, SHAPE AND GAGE AS SPECIFIED AND INDICATED. PROVIDE MANUFACTURERS STANDARD
COMPONENTS AND ACCESSORIES FOR EACH TYPE OF FRAMING TO PROVIDE A COMPLETE
FRAMING SYSTEM.
2. STUDS AND RUNNERS: PROVIDE SCREW TYPE PUNCHED "C" STUDS AND CHANNEL RUNNERS
WITH 1 1/4" MINIMUM FLANGE, COMPLYING WITH ASTM C645. ESTABLISHED STANDARD:
UNIMAST ST STUDS AND CR RUNNERS.
a SIZE: PROVIDE SIZES AS INDICATED ON THE DRAWINGS. USE RUNNER TRACK TOP AND
BOTTOM OF SAME GAGE AS WALL STUDS.
b. GAGE: PROVIDE STUDS OF THE FOLLOWING MINIMUM GAGE FOR THE WALL HEIGHT
INDICATED:
ALL LENGTHS ARE BASED ON A 16" ON CENTER STUD SPACING.
HEIGHT
1 5/8"
2 1/2"
3 5/8'
6"
0'-8'
22
25
25
25
8'-12'
N/A
18
22
24
12'-14'
N/A
14
20
22
14'-18'
N/A
N/A
14
20
c. OPENINGS: AT DOOR, WINDOW, AND OTHER OPENINGS, PROVIDE DOUBLE STUDS SAME GAGE
AS WALL FOR OPENING WIDTH LESS THAN 4'4FOR OPENINGS BETWEEN 4' 0" AND 6'-0"
WIDE, PROVIDE DOUBLE 20 GAUGE STUDS
d. BACKING: PROVIDE 16 GAGE STUDS FOR SUPPORT OF BACKING FOR ALL WALL MOUNTED
ITEMS, U.O.N. IN DRAWINGS,
e. DEFLECTION: PROVIDE 16 GAGE DEEP -LEG RECEIVER CHANNEL AT HEAD OF WALL FOR
SLIP -TYPE JOINT BETWEEN WALL AND STRUCTURAL MEMBER.
1 3/4" MINIMUM FLANGE. ESTABLISHED STANDARD: UNIMAST, INC.
a. SIZE AND GAGE: PROVIDE JOISTS WITH THE FOLLOWING MINIMUM SIZE AND GAGE BASED
UPON SPAN INDICATED:
SPAN 3 5/8" 6" 8"
3. CEIUNGOi'ANW SOFFIT FRAMING: PROVME SCREW TYPE PUNCHED "C" JOISTgdAD CHANNEL RIM JOISTS WITH
7'-14' N/A 16 18
14'-18' N/A N/A 16
4. PROVIDE WEB STIFFENERS AT BEARING POINTS AS REQUIRED BY MANUFACTURER'S
ENGINEERING DATA.
5. MISCELLANEOUS ACCESSORIES: PROVIDE ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION.
a. BRIDGING: 3 f 4 INCH, COLD ROLLED STEEL CHANNELS AS RECOMMENDED BY THE STUD
MANUFACTUREER.
b. BACKING PLATES: GALVANIZED PLATE OR TRACK SECTIONS IN SIZES AND GAGES AS
SHOWN.
c. FASTENERS: PROVIDE SCREWS AND OTHER FASTENERS AS RECOMMENDED BY
MANUFACTURER.
3.01 INSTALLATION
A. GENERAL: INSTALL METAL FRAMING SYSTEMS ACCORDING TO MANUFACTURER'S PRINTED OR
WRITTEN INSTRUCTIONS OR RECOMMENDATIONS,
1. CONSTRUCTION TOLERANCES: INSTALL UNITS TO A MAXIMUM ALLOWABLE VARIATION FROM
PLUMB, LEVEL AND TRUE OF 1/8 INCH IN 10 FEET.
B. COORDINATE DETAILS AND REQUIREMENTS OF OTHER WORK WHICH ADJOINS OR FASTENS TO
METAL STUDS OR FURRING AND REQUIRES BACKING OR SPECIAL SUPPORT FRAMING INCLUDED IN
THIS SECTION.
1. COORDINATE INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH IS TO BE PLACED IN
OR BEHIND WALL OR CEILING FRAMING.
3.02 STUD AND RUNNER INSTALLATION
A. RUNNER TRACKS: INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS
ACCURATELY TO LAYOUT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY
STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED; DO NOT EXCEED 2' 0"o.c. PROVIDE
FASTENERS AT CORNERS AND ENDS OF TRACKS.
B. STUDS: INSTALL AT 16 INCHES ON CENTER, UNLESS OTHERWISE NOTED. SECURE STUDS TO TOP
AND BOTTOM RUNNER TRACKS BY SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES.
a. SET STUDS PLUMB EXCEPT AS REQUIRED FOR NONPLUMB WALLS OR WARPED SURFACES AND
SIMILAR REQUIREMENTS.
C. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING IN METAL FRAMING SYSTEM WHEREVER
WALLS AREA INDICATED TO SUPPORT FIXTURES, EQUIPMENT, CASEWORK, ETC. WHERE TYPE OF
SUPPLEMENTARY SUPPORT IS NOT OTHERWISE INDICATED, COMPLY WITH STUD MANUFACTURER'S
RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR LOADING
RESULTING FROM ITEM SUPPORTED.
3.03 CEILING JOIST INSTALLATION
A. INSTALLATION OF JOISTS: INSTALL LEVEL, STRAIGHT AND PLUMB, COMPLETE WITH BRACING AND
REINFORCING AS INDICATED ON DRAWINGS. INSTALL JOISTS AT 2'-0" ON CENTER, U.O.N. PROVIDE
NOT LESS THAN 1 1/2" END BEARING.
B. REINFORCE ENDS WITH END CLIPS, STEEL HANGERS, STEEL ANGLE CLIPS, STEEL SIUD SECTION, OR
AS OTHERWISE RECOMMENDED BY JOIST MANUFACTURER.
C. WHERE REQUIRED TO RESIST WEB CRIPPLING, REINFORCE JOISTS AT INTERIOR SUPPORTS WITH
SINGLE SHORT LENGTH OF JOIST SECTION LOCATED DIRECTLY OVER INTERIOR SUPPORT, SNAP -ON
SHOE, 30 PERCENT SIDE -PIECE LAPPED REINFORCEMENT, OR OTHER METHOD RECOMMENDED BY
JOIST MANUFACTURER.
D. SECURE JOISTS TO INTERIOR SUPPORT SYSTEMS TO PREVENT LATERAL MOVEMENT OF BOTTOM
FLANGE.
3.04 PROTECTION
A. FIELD PAINTING: TOUCH-UP DAMAGED SHOP APPLIED PROTECTIVE COATINGS. USE COMPATIBLE
PRIMER FOR PRIME COATED SURFACES; USE GALVANIZING REPAIR SYSTEM FOR GALVANIZED
SURFACES.
1.01 GENERAL
A. FOR ALL GYPSUM BOARD WORK THROUGHOUT THE PROJECT, PROVIDE MATERIALS, INCLUDING
WALLBOARD ACCESSORIES, FASTENERS, AND FINISHING MATERIALS PRODUCED BY ONE MANUFACTURE,
UNLESS OTHERWISE NOTED.
B. APPLICATOR: COMPANY EXPERIENCED AND SPECIALIZING IN GYPSUM BOARD SYSTEMS WORK.
C. ESTABLISH AND MAINTAIN ENVIRONMENTAL CONDITIONS FOR APPLYING AND FINISHING GYPSUM BOARD TO
COMPLY WITH ASTM C840 AND WITH GYPSUM BOARD MANUFACTURER'S RECOMMENDATIONS.
2.01 MANUFACTURERS
A. ESTABLISHED STANDARD: U.S. GYPSUM COMPANY
B. OTHER ACCEPTABLE MANUFACTURERS: DOMTAR GYPSUM, GOLD BOND BUILDING PRODUCTS, PABCO
GYPSUM, JAMBS HARDIE GYPSUM, GEORGIA-PACIFIC.
2.02 GYPSUM BOARD MATERIALS
A. GYPSUM WALLBOARD: ANSI/ASTM CA 5/8 INCH THICK, TYPE X FIRE -RESISTIVE, TYPICAL UNLESS
NOTED OTHERWISE; MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT, WITH LONG EDGES TAPERED TO
RECEIVE MANUFACTURER'S STANDARD JOINT TREATMENT.
B. WATER RESISTANT (W-R) GYPSUM BOARD: ANSI/ASTM C630; 5/8" THICK, WATER RESISTANT TYPE X
FIRE-REISTIVE, TYPICAL, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT, TAPERED EDGES.
2.03 GYPSUM BOARD ACCESSORIES
A. CORNER BEADS: ASTM C1047, GALVANIZED STEEL; USG "DUR-A-BEAD", BEADEX "ULTRABEAD" OR
APPROVED EQUIVALENT, WITH 1 1/4 INCH LEGS.
B. CASING BEAD: ASTM C1047, TYPE L, GALVINIZED STEEL, USG 2006. SIZED TO FIT GYPSUM BOARD,
TYPICAL. PROVIDE ASTM C1047, TYPE LC; USG 200A WHERE "J" TRIM IS INDICATED.
C. CONTROL JOINTS: ASTM C1047, GALVANIZED STEEL; USG 093.
D. JOINT MATERIALS: ANSI/ASTM C475; PERFORATED REINFORCING TAPE, PREMIXED JOINT COMPOUND AND
FASTENERS.
E. FASTENERS: BUGLE -HEAD, TYPE S OR S12, SELF -DRILLING, SELF -TAPPING, STEEL, DRYWALL SCREWS:
PROVIDE I" LENGTH FOR SINGLE LAYER APPLICATION, 1 5/8" LENGTH FOR DOUBLE -LAYER APPLICATION,
AND 1 1/4" FOR SINGLE LAYER COREBOARD APPLICATION.
E LAMINATING ADHESIVES: PROVIDE ADHESIVES: PROVIDE ADHESIVE, SPECIFICALLY FORMULATED FOR
LAMINATING GYPSUM BOARDS, RECOMMENDED BY GYPSUM BOARD MANUFACTURER.
3.01 INSTALLATION
A. GYPSUM BOARD APPLICATION AND FINISHING STANDARDS: INSTALL AND FINISH GYPSUM PANELS TO
COMPLY WITH ASTM C840 AND GA-216.
1. CONSTRUCTION TOLERANCES: DO NOT EXCEED 1/8" IN 8'-0" VARIATION FROM PLUMB OR LEVEL
IN ANY EXPOSED LINE OR SURFACE. DO NOT EXCEED 1/16" VARIATION BETWEEN PLANES OR
ABUTTING EDGES OR ENDS. SHIM AS REQUIRED TO COMPLY WITH SPECIFIED TOLERANCES.
B. INSTALL SOUND ATTENUATION BLANKETS WHERE INDICATED PRIOR TO INSTALLING GYPSUM PANELS UNLESS
BLANKETS ARE READILY INSTALLED AFTER PANELS HAVE BEEN INSTALLED ON ONE SIDE.
C. INSTALL CEILING BOARD PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END JOINTS
AND TO AVOID ABUTTING END JOINTS IN THE CENTRAL AREA OF EACH CEILING. STAGGER ABUTTING END
JOINTS OF ADJACENT PANELS NOT LESS THAN ONE FRAMING MEMBER.
D. INSTALL WALL BOARDS PANELS TO MINIMIZE THE NUMBER OF ABUTTING END JOINTS NOT LESS THAN
ONE FRAMING MEMBER IN ALTERNATE COURSES OF BOARD. AT STAIRWELLS AND OTHER HIGH WALLS,
INSTALL PANELS HORIZONTALLY WITH END ABUTTING JOINTS OVER STUDS AND STAGGERED.
E. LOCATE BOTH EDGE OR END JOINTS OVER SUPPORTS, EXCEPT IN CEILING APPLICATIONS WHERE
INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK BLOCKING IS PROVIDED BEHIND END JOINTS.
POSITION ADJOINING PANELS SO THAT TAPERED EDGES ABUT TAPERED EDGES, AND FIELD -CUT EDGES
ABUT FIELD -CUT EDGES. DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. STAGGER
VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS. AVOID JOINTS AT
CORNERS OF FRAMED OPENINGS WHERE POSSIBLE.
F. SPOT GROUT HOLLOW METAL DOOR FRAMES FOR SOLID CORE WOOD DOORS, HOLLOW METAL DOORS, AND
DOORS OVER 32 INCHES WIDE, APPLY SPOT GROUT AT EACH JAMB ANCHOR CLIP AND IMMEDIATELY
INSERT GYPSUM PANELS INTO FRAMES.
G, FORM CONTROL JOINTS AT 30 FEET ON CENTER OR AT LOCATIONS INDICATED AND AS DETAILED, WITH
SPACE BETWEEN EDGES OF ADJOINING GYPSUM PANELS, AS WELL AS SUPPORTING FRAMING BEHIND
GYPSUM PANELS,
H. SPACE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED GYPSUM BOARD APPLICATION AND
FINISHING STANDARD AND MANUFACTURER'S RECOMMENDATIONS.
3.02 APPLICATION METHODS
A. WATER RESISTANT SUBSTRATES: FOR WALLS IN RESTROOMS, PROVIDE WATER RESISTANT GYP. BD.
3.03 TRIM AND ACCESSORIES INSTALLATION
A. GENERAL: FOR TRIM ACCESSORIES WITH BACK FLANGES, FASTEN TO FRAMING WITH THE SAME
FASTENERS USED TO FASTEN GYPSUM BOARD. OTHERWISE, FASTEN TRIM ACCESSORIES ACCORDING TO
ACCESSORY MANUFACTURER'S DIRECTION FOR TYPE, LENGTH, AND SPACING OF FASTENERS.
B. INSTALL CORNER BEADS AT EXTERNAL CORNERS.
C. INSTALL EDGE TRIM WHERE EDGE OF GYPSUM PANELS WOULD OTHERWISE BE EXPOSED OR SEMI -
EXPOSED, PROVIDE EDGE TRIM TYPE WITH FACE FLANGE FORMED TO RECEIVED JOINT COMPOUND EXCEPT
WHERE OTHER TYPES ARE INDICATED.
1. INSTALL LC -BEAD WHERE GYPSUM PANELS ARE TIGHTLY ABUTTED TO OTHER CONSTRUCTION AND
BACK FLANGE CAN BE ATTACHED TO FRAMING OR SUPPORTING SUBSTRATE.
2. INSTALL L-BEAD WHERE EDGE TRIMS CAN ONLY BE INSTALLED AFTER GYPSUM PANELS ARE
INSTALLED.
3. INSTALL CONTROL JOINTS AT LOCATIONS INDICATED, AND WHERE NOT INDICATED ACCORDING TO ASTM
C840, AND IN LOCATIONS APPROVED BY ARCHITECT FOR VISUAL EFFECT.
09 51 00 - ACOUSTIC& CEILINGS
1.01 GENERAL: CONFORM TO UBC CODE, LATEST EDITION, FOR COMBUSTIBILITY REQUIREMENTS OF
MATERIALS. THE MANUFACTURER MUST BE A COMPANY SPECIALIZING IN MANUFACTURING OF CEILING
SUSPENSION SYSTEMS AND CEILING PANELS WITH THREE YEARS MIN. EXPERIENCE. THE INSTALLER
MUST BE A COMPANY WITH THREE YEARS MIN, EXPERIENCE, APPROVED BY THE MANUFACTURER.
2.01 PRODUCTS
A. SUSPENSION SYSTEM:
1. GRID:
a. ASTM C635, INTERMEDIATE DUTY, EXPOSED T-TWO DIRECTION COMPONENTS; DIE CUT AND
INTERLOCKING BY ARMSTRONG OR CHICAGO METALIC. REFER TO DRAWINGS FOR T-BAR
WIDTH AND STYLE.
2. ACCESSORIES: STABILIZER BARS, SPLICES, EDGE MOLDINGS, AND WIRES REQUIRED FOR A
SUSPENDED GRID SYSTEM.
3. GRID MATERIALS: COMMERCIAL QUALITY 0.02" THICK COLD ROLLED STEEL WITH GALVANIZED
COATING, AND PAINTED WHITE.
5. SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL; SIZE AND TYPE TO SUIT
APPLICATION, TO RIGIDLY SECURE ACOUSTIC CEILING SYSTEM INCLUDING INTEGRAL
MECHANICAL AND ELECTRICAL COMPONENTS WITH A MAXIMUM DEFLECTION OF 1 /360.
B. ACOUSTIC UNIT MATERIAL:
1. LAY -IN PANEL: CLASS A, MAXIMUM FLAME SPREAD OF 0-25; NRC .60-30 BY ARMSTRONG,
REFER TO DRAWINGS FOR TILE COLOR AND MODEL NUMBERS,
3.01 INSTALLATION
A. INSTALL ACOUSTICAL CEILING SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
AND ASTM C636 AND UBC 47-18 AS AMENDED BY CALIF. CODE OF REGULATIONS TITLE 24,
SECTION T-22-94491.
B. PRODUCE FINISHED CEILING TRUE TO LINES AND LEVELS AND FREE FROM WARPED, SOILED OR
DAMAGED GRID OR PANELS,
C. INSTALL SEISMIC RESTRAINT BRACING IN ALL ROOMS WITHIN THE PROJECT AREA LARGER THAN 144
SQUARE FEET, PROVIDE BRACING AT 12 x 12 FT. INTERVALS, BEGINNING AT THE PERIMETER OF
THE PERIMETER OF THE ROOM. BRACING SHALL CONSIST OF (4) NO. 12 GA, WIRES SECURED TO
THE MAIN RUNNERS WITHIN 4 INCHES OF THE CROSS -RUNNER INTERSECTION AND SPLAYED 900
FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 450 FROM THE CEILING PLANE. PROVIDE
HORIZONTAL RESTRAINTS WITHIN 4 FEET OF SURROUNDING WALLS AT 12 FOOT INTERVALS IN EACH
DIRECTION AND WHEREVER WALLS TERMINATE AT UNDERSIDE OF COOING.
09 65 00 - RESI" FLOORM
1.01 GENERAL
k FURNISH AND INSTALL ALL VINYL COMPOSITON TILE, RESILIENT RUBBER BASE, RUBBER STRIPS,
AND ACCESSORIES, COMPLETE AS SHOWN AND SPECIFIED.
2.02 BASE MATERIALS
A. MANUFACTURERS: PROVIDE RUBBER BASE AS MANUFACTURED BY BURKE RUBBER COMPANY,
ARMSTRONG, OR APPROVED EQUIVALENT. PROVIDE TOP SET COVE BASE AT CONCRETE AND VCT
FLOORING AND CARPET BASE AT CARPET FLOORING.
2.03 ACCESSORIES
REQUIRED, COLOR SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS AVAILABLE.
B. LEVELING COMPOUND: LATEX MODIFIED, PORTLAND-CEMENT BASED FORMULATION PROVIDED OR
APPROVED BY FLOORING MANUFACTURER.
C. PRIMERS AND ADHESIVES: WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING
MANUFACTURER, TO SUIT MATERIALS AND SUBSTRATE CONDITIOS INDICATED.
1. AT STATIC DISSIPATIVE FLOORING PROVIDE CONDUCTIVE FORMULATION ADHESIVE.
E. CONCRETE PATCH: REPAIR DAMAGED CONCRETE SURFACES WITH TWO COMPONENT, POLYMER
MODIFIED CEMENT AND BINDER MATERIAL "7000 SUPER PATCH" AS MANUFACTURED BY MOXIE
A. $�Wl 81RI °RPA: APARM>RUNROff'BY THE SAME MANUFACTURER AS THE FLOORING, TAPERED AS
F. WATERPROOF MEMBRANE: UNDER ALL SHEET VINYL AND HOMOGENEOUS SHEET FLOORING
MATERIALS. INSTALL "FLOORING SEALANT 11" AS MANUFACTURED BY MOXLE INTERNATIONAL OR
APPROVED ALTERNATE,
3.01 EXAMINATION
A. VERIFY CONCRETE FLOORS ARE DRY TO A MAXIMUM MOISTURE CONTENT OF 7%, AND EXHIBIT
NEGATIVE ALKALINITY, CARBONIZATION, OR DUSTING.
0: ffiWA NDT'"§ �0WRD§ WyCpy"A§DM%L#kTUWII*DMMU§&MW6 69POWNER.
CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING.
C. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF EXISTING SUBSTRATE AND SITE CONDITIONS.
3.02 PREPARATION
k REMOVE SUB --FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND OTHER
DEFECTS WITH SUBFLOOR FILLER.
B. APPLY, TROWEL, AND FLOAT FILLER TO LEAVE A SMOOTH, FLAT, HARD SURFACE.
C. PROHIBIT TRAFFIC FROM AREA UNTIL FILLER IS CURED.
D. VACUUM CLEAN SUBSTRATE.
E. APPLY PRIMER TO REQUIRED SURFACES.
3.04 INSTALLATION - BASE MATERIAL
A. FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEM
JOINTS.
B. MITER INTERNAL CORNERS. AT EXTERNAL CORNERS, USE PREMOLDED UNITS. AT EXPOSED ENDS
USE PREMOLDED UNITS.
C. INSTALL BASE ON SOLID BACKING. BOND TIGHT TO WALL AND FLOOR SURFACES.
D. SCRIBE AND FIT TO DOOR FRAMES AND OTHER INTERRUPTIONS.
3.05 PROTECTION
A. PROHIBIT TRAFFIC ON FLOOR FINISH FOR 48 HOURS AFTER INSTALLTION. PROVIDE NON -STAINING
RUNNERS IN TRAFFIC AREAS UNTIL FLOORING IS READY FOR FINAL CLEANING.
3.06 CLEANING
A. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGING
MATERIAL OR ADJACENT SURFACES.
B. CLEAN FLOOR AND BASE SURFACES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
09 68 00 -CARPET
1,01 WORK INCLUDED
A. CLEAN AND PREPARE SUBSTRATE TO RECEIVE CARPET.
B. FURNISH AND INSTALL CARPET AND PAD AND / OR GLUE DOWN CARPET AS WHERE
INDICATED IN THE ARCHITECTURAL DRAWINGS AND ALL ACCESSORIES AS NECESSARY FOR
A COMPLETE INSTALLATION.
2.01 PRODUCTS
A. CARPET SHALL BE AS INDICATED ON THE ROOM FINISH SCHEDULE.
B. THE CARPET PAD SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS.
C. THE ADHESIVE FOR GLUE -DOWN CARPET AREAS SHALL BE A NON -TOXIC WATER
RESISTANT COMPOUND SPECIFICALLY RECOMMENDED BY THE CARPET MANUFACTURER.
D. THE EDGE GUARD SHALL BE JOHNSONITE STYLE-C VINYL CARPET EDGE GUARD NO.
EG-47 AS MANUFACTURED BY THE JOHNSON RUBBER COMPANY, OR EQUAL. THE COLOR
SHALL MATCH THE RUBBER WALL BASE AS INDICATED IN THE ARCHITECTURAL DRAWINGS.
2.02 ACCESSORIES
A. ROBERTS SUPER SEAMING TAPE.
B. ARNO DOUBLE FACED TAPE.
C. ROBERTS SMOOTH EDGE CARPET GRIPPERS.
D. ROBERTS LATEX SEAM ADHESIVE.
3.01 PREPARATION
A. CLEAN ALL DIRT, GREASE AND CURING COMPOUNDS FROM THE SUBSTRATE.
B. CHECK THE MOISTURE CONTENT AND ALKALINITY OF THE CONCRETE SLAB AREAS TO
RECEIVE CARPET IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE JUTE CARPET
BACKING COUNCIL, INC.
C. FILL ALL CRACKS WIDER THAN 1/8".
D. DO NOT START WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
COMMENCEMENT OF WORK MEANS THAT THE CONTRACTOR ACCEPTS THE CONDITION OF
THE SUBSTRATE,
3.02 INSTALLER
A. CARPET INSTALLER SHALL BE A QUALIFIED EXPERIENCED PROFESSIONAL APPROVED
BY THE MANUFACTURER.
3.03 SUBMITTALS
A. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A JOINT PLAN, SHOWING
ANTICIPATED LOCATIONS OF CARPET JOINTS.
3.04 EXECUTION
A. LAYOUT THE CARPET WITH SEAMS LENGTHWISE IN THE ROOM TO MINIMIZE THE
NUMBER OF SEAMS.
B. AVOID SEAMS IN FRONT OF DOORS OR OTHER HIGH TRAFFIC AREAS.
C. CUT AND FIT SECTIONS PRIOR TO APPLICATION OF ADHESIVE, BUTT AND GLUE EDGES
TIGHTLY AND ROLL SEAMS TO ENSURE COMPLETE BOND. SWEEP OR ROLL OUT AIR
BUBBLES FOR PROPER ADHESION.
D. USE CARPET FROM THE SAME DYE LOT AND RUN ALL WIDTHS THE SAME DIRECTION
WITHIN THE SAME SPACE.
E. ALL SEAMS SHALL BE BRUSHED AND PROTRUDING PILE TUFTS TRIMMED LEVEL.
EXCESS ADHESIVE ON THE CARPET SURFACE SHALL BE REMOVED AND THE ENTIRE CARPET
AREA THOROUGHLY VACUUMED AND LEFT CLEAN AND READY FOR USE.
F. BIND EXPOSED EDGE ADJACENT TO RESILIENT TILE OR CONCRETE WITH RESILIENT
EDGE GUARD. NEATLY TRIM AND SECURE EDGE OF CARPET ADJACENT TO HOLLOW METAL
JAMBS WHERE NO RESILIENT BASE OCCURS.
3.05 PROTECTION AND CLEANING
A. COVER CARPET DURING CONSTRUCTION PERIOD WITH 6 MIL POLYETHYLENE.
B. REMOVE AND REPLACE DAMAGED OR IMPROPERLY LAID CARPET. VACUUM AND
REMOVE ALL STAINS TO SATISFACTION OF OWNER.
09 91 00 - PAINTING
1.01 INCLUDES FIELD PAINTING OF ALL NEW AND EXISTING INTERIOR WALLS, DOORS, ELECTRICAL WLREMOLD AND
PANELS, MECH. GRILLES, AND ANY OTHER EXPOSED SURFACES. COLOR TO BE PER THE FINISH SCHEDULE.
CONTRACTOR TO PROVIDE BRUSH -OUTS,
1.02 CONTRACTOR SHALL NOT USE PAINTS THAT CONTAIN MATERIALS LISTED BY C.H.S.
25249.5 et. seq. (PROPOSITION 65).
1.03 ACCEPTABLE MANUFACTURERS: SINCLAIR, FULLER O'BRIEN CO., GLIDDEN, DUNN-EDWARDS,
BENJAMIN MOORE, OR APPROVED EQUAL..
3.01 INSPECTION
A. EXAMINE SURFACES TO BE PAINTED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS
CONDITIONS HAVE BEEN CORRECTED.
3.02 PREPARATION
k PREPARE SURFACES IN A MANNER TO PRODUCE FINISH WORK OF FIRST-CLASS APPEARANCE AND
AND DURABILITY.
B. CLEAN SURFACES FREE OF DUST, DIRT, OIL, GREASE AND OTHER FOREIGN MATTER PRIOR TO
APPLICATION OF PRIME COAT.
C. REPAIR ALL VOIDS, NICKS, CRACKS AND DENTS WITH SUITABLE PATCHING MATERIAL AND FINISH
FLUSH TO ADJACENT SURFACE.
D. PRIOR TO SURFACE PREPARATION AND PAINTING, REMOVE ELECTRICAL PLATES, FITTINGS AND
FASTENINGS, CAREFULLY STORE, CLEAN, AND REINSTALL UPON COMPLETION OF PAINTING.
E. PREVIOUSLY PAINTED SURFACES: REMOVE BLISTERED, PEELING, AND SCALING PAINT. CLEAN AND
SPOT PRIME FAILED AREAS. REMOVE SURFACE RESIDUE WITH SOAP AND WATER.
3.03 APPLICATION
A. APPLY MATERIAL EVENLY, FREE FROM SAGS, RUNS, CRAWLS, HOLIDAYS OR DEFECTS. MIX TO
PROPER CONSISTENCY; BRUSH OUT SMOOTH, LEAVING MINIMUM OF BRUSH MARKS. ENAMEL AND
VARNISH SHALL BE UNIFORMLY FLOWER ON.
B. APPLY PAINT BY BRUSH, ROLLER, OR SPRAY.
C. ALLOW EACH COAT TO THOROUGHLY DRY BEFORE SUCCEEDING COAT IS APPLIED.
3.04 CLEANING
A. REMOVE ALL SURPLUS MATERIALS AND DEBRIS FROM SITE AT THE COMPLETION OF EACH DAY'S
EACH DAY'S WORK. REMOVE ALL SPATTERINGS FROM FINISHED SURFACES. LEAVE PAINT STORAGE
SPACES IN A CLEAN AND FINISHED CONDITION.
DMSION 10 - SPECIALITIES
10 14 00 - SOME
1.01 SIGNAGES PROVIDED AND INSTALLED BY THE CONTRACTOR:
A. ALL INTERIOR AND EXTERIOR SIGNAGES REQUIRED BY THE BUILDING DEPARTMENT, FIRE AUTHORITY,
OR STATE AND FEDERAL HANDICAP ACCESSIBILITY CODES SHALL BE PROVIDED AND INSTALLED
BY THE CONTRACTOR.
1.02 SIGNAGES PROVIDED AND INSTALLED BY THE OWNER:
A. ALL EXTERIOR AND INTERIOR SIGNAGES RELATING TO THE OWNER'S LOGO AND BUSINESS
NAME, ROOM NUMBERS AND NAME PLATES SHALL BE PROVIDED AND INSTALLED BY THE OWNER.
10 44 00 - FEE PRDIECiKN+i SPECKIIES
1.01 WORK INCLUDED
A. PROVISION OF ARE EXTINGUISHERS AND CABINETS WHERE SHOWN AND SPECIFIED.
2.01 PRODUCTS
A. LARSEN'S, J.L. INDUSTRIES, OR APPROVED EQUAL.
1. LARSEN'S MODEL NO. MP5, 2A-1 OB:C, WITH B-2 WALL BRACKET.
2. LARSEN'S MODEL NO. FS-2409-R3-FULL GLASS DOOR FOR SEMI -RECESSED CONDITIONS, AND
LARSEN'S MODEL NO. FS-2409-SM FULL GLASS DOOR FOR SURFACE MOUNTED CONDITIONS.
PROVIDE CABINET WITH FLAME -SHIELD OPTION, FIRE -RATED CABINET, CERTIFIED AND LISTED BY
WARNOCK-HERSEY FOR 1-HR NON-COMBUSTIBLE WALL SYSTEMS TO MEET THE REQUIREMENTS
OF UBC STD. 43-6 (ASTM E-814).
3, LARSEN'S B-2 WALL BRACKET FOR SURFACE MOUNTED FIRE EXTINGUISHERS WITHOUT
CABINETS.
3.01 INSTALLATION
A. COORDINATE DETAILS WITH OTHER WORK SUPPORTING, ADJOINING OR OTHERWISE CONTACTING
CABINETS.
B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND APPLICABLE REGULATIONS.
DMSION 11 - EQUIPMENT
11 28 00 - OFFICE
A. TO BE FURNISHED AND INSTALLED BY OWNER
DIIWSION 12 - FURNISHINGS
12 FO OD- FURNTT K
A. FURNISHINGS INCLUDING DESKS, CHAIRS, FILE CABINETS, TABLES SAFETY DEPOSIT BOXES
AND THE LIKE SHALL BE PROVIDED AND INSTALLED BY THE OWNER.
DMSION 13 - SPECIAL. CONSTRUCTION - NOT USED
DIVISION 14 - CONVEYING SYSTEMS - NOT USED
DMS ON 21- FIRE SUPRESSION - NOT USED
DMSION 22 - PLUMBING - NOT USED
DIVISION 23 - HEATING, VENTILATION AND AIR CONDITIONING - DESIGN BUILD BY CONTRACTOR
DMSION 25 - INTEGRATED AUTOMATION - NOT USED
DMSION 28 - ELECTRICAL. - DESIGN BUILD BY CONTRACTOR
DMSION 27 - COMMUNICATIONS - DESIGN BUILD BY CONTRACTOR
DMSION 28 - ELECTRONIC SAFETY AND SECURITY - NOT USED
DMSION 31 - EARTHWORK
DMSION 32 - EXTERIOR IMPROVEMENTS
DMSION 33 - UTILITIES
DMSION 34 - TRANSPORTATION
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
!;F .TAT .TjPR,,I,",F.--'SS INTEGRATION
DMSION 41 - MATERIAL PROCESSING MD HANDLING EQUIPMENT
DIVISION 42 - PROCESS HEATING, COOLING, DRYING EQUIPMENT
DIVISION ROC SMD
LIQUID HANDING., PURIFICATION AND STORAGE EQUIPMENT
DIVISION 44 - POLLUTION CONTROL EQUIPMENT
No. Date
Revision
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1. DO NOT REMOVE, DAMAGE OR MODIFY ANY EXI5TING STRUCTURAL
ELEMENTS OF THE BUILDING SHELL NOT NOTED ON PLANS WITHOUT FIRST
CONSULTING THE ARCHITECT.
2. AT OEMOL15HEO WALLS, ALL CORRESPONDING ELECTRICAL OUTLETS,
51NITCHE5 AND T-STATS SHALL BE REMOVED.
3. EXISTING CONDITIONS INDICATED ARE FOR INFORMATION ONLY. IT 15
THE CONTRACTOR5 RESPON5IB(LITY TO VERIFY THE ACTUAL
CONDITIONS, LOCATIONS AND DIMENSIONS, AND TO NOTIFY THE
ARCHITECT OF ANY 015CREPANCIE5 OR OMI55ION5 IN THESE
CONDITIONS BEFORE COMMENCING ANY DEMOLITION IN AREAS
AFFECTED BY THESE EXISTING CONDITIONS.
4. IN THE EVENT OF EXI5TIN6 IMPROVEMENTS NOT 5HOWN ON DRAWIN65.
VERIFY WITH ARCHITECT BEFORE REMOVING OR LEAVING IN PLACE.
5. PATCH AND REPAIR FINISH SURFACES IN RESTROOM5 WHERE
A6 7AF
ZR4ALE
D.
6. SEE 5HEEND
124
14
L NNEW DOOR 516NA6E PER DETAIL. AD-1
L :! NEW WALL SIGNAGE PER DETAIL. 15
AD -I
U EXISTING LAY, 50AP 015P. AND COUNTERTOP
4 NEW IN5ULATING WRAP AT DRAIN AND HOT WATER
PIPE.
REPLACE EXISTING FAUCET HANDLES WITH NEW LEVER
TYPE.
0 INSTALL ELEVATED TOILET SEAT AT EXISTING W.G.- ,TOP
OF SEAT TO BE BETWEEN 17"MIN TO 11°MAX,
{� RELOCATE TOILET SEAT COVER DISPENSER TO 40" AFF
�! PER SHEET 1-16-1.
EXISTING PAPER TOWEL DISPENSER
fa
REMOVE "VAN PARKING" 516N AND REUSE. AD -I
10 INSTALL REUSED "VAN PARKING" 516N BELOW 18
EXISTING 51(1
li PAINT "NO PARKING" IN 12" BLOCK LETTERS
12 EXISTING GRAB BARS CONFORM TO CURRENT CODE AND
SHALL REMAIN,
I3 EMOVE EX15TING TOILET PARTITION, DOOR AND
TTACHED GR AB BAR. STORE 1N OWNER SPECIFIED
L CATION. PATCH ALL HOLES IN CERAMIC TILE AS
QUIRED FOR A SMOOTH SURFACE.
14
STALL
N EW 36 GRAB BAR AT 36 MAX. TO AVOID
' EXISTING TOILET TANK. GRAB BAR TO MEET CODE PER
SECTION 7 OF SHEET HC-1 SEE DETAIL I71AD-I FOR
MOUNTING DETAIL.
> I5 EXISTING CERAMIC TILE TO REMAIN
EXI5TIN6 MIRROR TO REMAIN
1. PER TABLE 10-A, ONE EXIT 15 REQUIRED BECAUSE NUMBER OF
OCCUPANTS IS LESS THAN 50 AT AREA OF WORK, AND AT REMAINING
BUILDING AREA.
2. PER CBC SECTION 1004.2.2 EXCEPTION 3, ROOMS WITH A CUMULATIVE
OCCUPANT LOAD LE55 THAN 10 MAY ACCE55 EXITS THROUGH MORE
THAN ONE INTERVENING ROOM. THE CUMULATIVE LOAD OF ROOM 106 15
LE55 THAN 10.
ANITA FA ILITI�
TOTAL OFFICE SPACE (15T FLOOR) = 4072 S.F. (41 OC6UPANT5 TOTAL)
PER 2001 UP A55UME 50% OCCUPANTS ARE MEN, 50% ARE WOMEN
REQUIRED W.C. FOR MEN 2
PROVIDED W.G. FOR MEN = I
REQUIRED VI FOR WOMEN = 5
PROVIDED W.G. FOR WOMEN = I
REQUIRED LAV. FOR MEN = I
PROVIDED LAV. FOR MEN = I
REQUIRED LAV. FOR WOMEN = I
PROVIDED LAV, FOR WOMEN = I
REQUIRED DRINKING FOUNTAIN = I
PROVIDED DRINKING FOUNTAIN = I
No. Date Revision
06-17-05 BUILDING DEPT,
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MAT.
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101
WAITING AREA
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CPT-1
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PT-1
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PT-1
-
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---
SEE RCP
102
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PT-1
(E)
PT-1
-
-
G.B.
PT-1
UI-
---
SEE RCP
103
OFFICE
CONC.
CPT-1
WB-1 G.B.
PT-1
G.B.
PT-1
(E)
PT--1
(E)
PT-1
CG-1
---
SEE RCP
104
OFFICE
CONC,
CPT-1
WB-1 G.B.
PT-1
(E)
PT-1
(E)
-
(E)
PT-1
AUI -
CG-1
---
SEE RCP
105
CONFERENCE. ROOM
CONC.
CPT-1
WB-1 (E)
PT-1
G.B.
PT-1
G.B.
PT-1
G.B.
PT-1
CI-
---
SEE RCP
1O6
OPEN OFFICE
CONC.
CPT-1
WB-1 (E)
PT-1
IG.B.G.B.
PT-1
1 G.B.
I PT-1
CG-1
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SEE RCP
R I 1"Am L S 0*"' mill OE D mum L
SYMBOL
MATERIAL FINISH MANUFATURER
COLOR/FINISH
REMARKS
CPT-1
CARPET
MATCH EXISTING
WB-I
RUBBER WALL BASE
MATCH EXISTING
4" HIGH
PT-1
PAINT DUNN-EDWARDS
TBD
ACT-1
CEILING TILE MATCH EXISTING
2'X 4'X 5/8"
CG-1
CEILING GRID MATCH EXISTING
FOR ACT-1
CA7
mill
Flit D OWN L NE
NO,
OPENING SIZE
WIDTH x HEIGHT
DOOR
THICK-
NESS
UJ
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F 7
MATERIAL
w
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DETAILS
W REMARKS
a(NUMBERS REFER
= TO DOOR NOTES)
CORE
FACE
FIN.
MAT,
FIN.
HEAD
JAMB
T
SILL_
101
3'-0" X 6'--8"
1-3/4"
A
SC
-
-
-
EXISTING
-
5/AD-1
5/AD-1
---
1 REUSED DOOR
102
3'-0" X 6'-8"
1-3/4"
A
SC
-
-
-
EXISTING
-
5/AD-i
5/A0-I
---
1 REUSED DOOR
103
3'-0" X 6'-8"
1-3/4"
A
-
-
-
EXISTING
-
5/AD-1
5/AD-I
---
1 REUSED DOOR
104
3'-0" X 6'-8"
1-3/4"
A
-
-
-
EXISIING
-
5/AD-1
5/AD-1
---
1 REUSED DOOR
105
3'-0" X 6'-8"
1-3/4"
A
SC
-
-
-
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-
5/AD-1
FAD -I
---
1 REUSED DOOR
105E
EXISTING
1-3/4"
A
SC
-
-
-
EXISTING
-
5/AD-1
5/AD-1
---
1
An
7:01 W".' 1
i
A. UNLESS DETAILED OTHERWISE, PLACE HARDWARE
AT THE FOLLOWING HEIGHTS (CENTERED ABOVE
FINISH FLOOR):
1. LOCK AND LATCH HANDLES,
CROSS BAR OF PANIC DEVICES: 38 INCHES
2. DOOR PULLS: 40 INCHES
3. PUSH PLATES: 44 INCHES
4. HINGES, KICK PLATES: MFR. STD.
5. BACKSET OR LOCKSET/PASSAGES: 2 3/4 INCHES
6. INTERMEDIATE HINGE, EQUIDISTANT FROM TOP
AND BOTTOM ( OR EQUALLY SPACED IF MORE
THAN ONE INTERMEDIATE ).
7. DRILL PUSH AND PLATES FOR "T" TURNS AND
CYLINDERS WHERE OCCURS.
DOOR STOPS AND HOLDERS
j A. PLACE DOOR STOPS SO THAT THEY PERMIT MAXIMUM
DOOR SWING, BUT DO NOT PRESENT A HAZARD OR
OBSTRUCTION. PROVIDE STRIKES OF PROPER HEIGHT
TO ENGAGE HOLDERS ON DOORS.
DOOR OPENING DEVICE
A. ALL DOOR HARDWARE 0 BE HANDICAP ACCESSIBLE LEVER
TYPE HARDWARE, OPE ABLE FROM THE INSIDE WITHOUT
OBSTRUCTION. PROVIDE STRIKES OF PROPER HEIGHT
ANY SPECIAL KNOWLEDGE OR EFFORT.
KEYING
A. ALL LOCKS IN AREA OF WORKSHALL BE KEYED TO THE
BUILDING'S MASTER KEY SYSTEM, FOR BOTH
NEW AND EXISTING RE -USED DOORS.
1% A at"I D W A �E U P
z"Sh (;` H E RULE
HARDWARE GROUP 1
QTY. DESCRIPTION
3 HINGES
1 OFFICE LOCK/
LATCH SET
1 STOP
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NORTH NORTH
ZZJII
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LEG OE N wD
KOEYNOTES
E. S
- - — ` EXI5TIN6 TO BE DEMOLISHED
-
!r
DUPLEX OUTLET TO BE REMOVED
€- IEXI5TIN6
2'-0" X 4'-0" FLUORESCENT L1UHT TO
a
DEMOLISH EXISTING MILLWORK.
1_!
RELOCATE EXISTING T-5TAT.
I.
DO NOT REMOVE, DAMAGE OR MODIFY ANY EXI5TIN6 STRUCTURAL
ELEMENTS OF THE BUILDING 5HELL NOT NOTED ON PLANS WITHOUT FIRST
EXISTING NON BEARING WALL TO REMAIN
QUAD OUTLET TO BE REMOVED
BE REMOVED
2
®
REMOVE EXISTING SINK AND CAP WASTE AND SUPPLY
AT FLOOR. VENT STACK. TO BE GAPPED AT GEILIN6
10
NEW CARPET TO MATCH EX15T€NG
2.
CONSULTING THE ARCHITECT.
AT DEMOLISHED WALL5, ALL CORRE5PONDIN6 ELECTRICAL OUTLETS,
EXI5TIN6 BEARING WALL TO REMAIN
1�
_
NEW 2'-0" X 4'-0" FLUORESCENT LI6HT5 W1TH PRISMATIC LENS
AND ROOF IF NOT SERVING OTHER FIXTURES.
it
®
RELOCATED DOOR FRAME, HARDWARE
5WITCHE5 AND T-5TAT5 SHALL BE REMOVED.
3-5/8„ X 256A METAL STUD
r,
DATA/PHONE OUTLETTO BE REMOVED
THERM05TAT
RELOCATE DOOR AND FRAME PER FLOOR PLAN.
12
EXI5TIN6 5LIDIN6 GLASS DOOR TO REMAIN,
3.
EXI5TIN6 CONDITIONS INDICATED ARE FOR INFORMATION ONLY. IT 15
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE ACTUAL
WALL @ 24 O.G. IN/(I) LAYER
2 5/8" 6.6. EACH SIDE TO
V\JNEW
SUPPLY GRILLE.
EXI5TIN6 COLUMN TO REMAIN PROTECT IN PLACE
13
REMOVE EXI5TIN6 EXHAUST/ LIGHT UNIT.
CONDITIONS, LOCATIONS AND DIMENSIONS, AND TO NOTIFY THE
-€ UNDERSIDE OF NEW T-BAR
F.E.
EXIST€N6 2' X 4' T-BAR GRID TO BE DEMOL15tfED
DURING CONSTRUCTION.
ARCHITECT OF ANY DISCREPANCIES OR OM15514N5 IN THESE
CEiLIN6.
WALL MOUNTED FIRE
EXTIN6U15HER
-- --
q IO II
NEW RETURN GRILLE.
Q
REMOVE TOILET AND CAP PLUMBING,
14
TIE NEW GRID INTO EXI5TIN6.
CONDITIONS BEFORE GOMMENGIN6 ANY DEMOLITION IN AREAS
AFFECTED BY THESE EXISTING CONDITIONS.
AD -I AD -I AD-!
15
PATCH SLAB AT RESTROOM.
4.
IN THE EVENT OF EXI5TIN6 IMPROVEMENTS NOT SHOWN ON DRAWIN65.
(�
DUPLEX OUTLET
NEW 48" X 24" T-BAR CEILING.
CEILING MOUNTED ILLUMINATED EXIT SIGN. SIGN SHALL
Q
REMOVE INSTA-HOT.
VERIFY WITH ARCHITECT BEFORE REMOVING OR LEAVING IN PLACE,
AD -I AD-i AD -I
BE HARD HIRED AND HAVE BATTERY BACKUP. REFER
74 ELECTRICAL DRAWINGS FOR SPECIFICATIONS.
REMOVE TOILET ACCESSORIES AND PATCH WALL5.
16
�
REMOVE EXISTING L16HT AND EXHAUST FAN.
5.
FURNITURE 7O BE PROVIDED AND INSTALLED BY OWNER/TENANT
DATA/PHONE OUTLET. CONTRACTOR TO PROVIDE
5HADED AREA INDICATES ILLUMINATED 51DE(S). EXIT
17
NEW CASED OPENING, 5'-0" X 4"-0" TOP OF OPENING TO
6.
-f.
TINE WALLS 70 BE PREPARED FOR i
CONDUIT, MUORING, AND PULL 5TRIN6. CONDUIT TO
EXISTING GYP, BD. CEILING
SIGN ILLUMINATION SHALL BE GREEN EXCEPT AS
REMOVE CERAMIC TILE FLOOR AND PREPARE FOR
ALIGN WITH TOP OF DOOR FRAME,
SECURELY ATTACH NEW CARPET. ALL NEW CARPET TO HAVE A LEVEL
TERMINATE b" ABOVE FINISHED CEILING
NOTED ON PLAN,
EW CARPE
LOOP, TEXTURED LOOP, LEVEL -GUT PILE, OR LEVEL-CUT/UNCUT PILE
(D) DENOTES DEMOLISH
NOTE:
EXITS SHALL BE ILLUMINATED AT ANY TIME THE
.nim ._...
TEXTURE. THE MAXIMUM PILE HE16HT SHALL BE 2". EXP05EO E06E5 0
(R) DENOTES TO RELOCATE
BUILDING IS OCCUPIED, WITH L16HT HAVING ANt2%7
CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM
(E) DENOTES EXISTING TO REMAIN
INTENSITY OF NOT LESS THAN IFOOT-CANDLE AT
0
ALONG THE ENTIRE LEN6H OF THE EXF05ED EDGE. CARPET E06E TRI
COMPLY WITHTHE REOUIREMENT5 FOR CHAN6E5 IN LEVEL.
(N) DENOTE NEW
FLOOR LEVEL.
0SHALL
No. Date Revision
L'> 06-11-05 BUILDING DEPT.
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Job No.:
OWWA$
Drawn By:
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Project Architect:
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Checked By:
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File Name
Plot Date
.lM 21,2005
ARC
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1 1/2"
STUD WALL
EXISTING BACKING
11GA.1 3" DIA. METAL
FLANGE ATTACH TO
BACKING PLATE W/ 3-
1/4" DIA. SELF TAPPING
SCREWS THRU 7/16" SLEEVES.
OR PER MANUF. SPEC.
NOTE: CONFIGURATION OF
SCREWS (2) @ TOP AND
(1) @ BOTTOM
3"=1 -0„
1 HY
t— -
1/2" RADIUS
BLUE BACKROUND W/ WHITE
SYMBOL AND TEXT
REFLECTORIZED SIGN CONSTRUCTED
OF PORCELAIN STEEL WITH BEADED
TEXT OR EQUAL RESERVED
FOR
HANDICAPPED
NOTE:
SIGN TO BE CENTERED AT THE
INTERIOR END OF PARKING SPACE
EANACCESSIBLE
2" X 2" X 3/16" STEEL TUBE
PRIMED AND PAINT WHITE ENAMEL
TOP OF GRADE OR WALK
WHERE OCCURS
(250 LB. SHEAR)
4J
1 1/4" DIA. 18GA.
S.S. GRAB BAR
13GA CONCEALED
MOUNTING PLATE
SECURED BY 4 S.S.
SET SCREWS
HANRL001
1/2" RADIUS
BLUE BACKROUND W/
WHITE SYMBOL AND TEXT
REFLECTORIZED SIGN CONSTRUCTED
OF PORCELAIN STEEL WITH BEADED
TEXT OR EQUAL RESERVED
FOR
NOTE: HANDICAPPED
SIGN TO BE CENTERED AT THE
INTERIOR END OF PARKING SPACE
Li
2" X 2" X Y16" STEEL TUBE PO
PRIMED AND PAINT WHITE ENAMEL
TOP OF GRADE OR WALK ". _ €, : , ".
WHERE OCCURS i,
1 A.,
le 1L. ;f
•,L �J
1 A ALE
C SSIH ST SIGNAG
NOE
T TO SCHC-ST002
ONE INCH HIGH LETTERING
TYPICAL
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES
NOT DISPLAYING
DISTINGUISHING PLACARDS
OR LICENCE PLATES
ISSUED FOR PERSONS
WITH DISABILITIES
0
FRAY BE TOWED AWAY AT
OWNERS EXPENCE.
TOWED VEHICLES MAY BE
RECLAIMED BY TELEPHONING
THE SANTA ANA POLICE DEPT.
AT 17'114.245-8665
3�
2" X' 2" X �" STEEL
CVC 22658a
TUBE PRIMED AND PAINT
WHITE ENAMEL
TOP OF GRADE OR WALK
WHERE OCCURS
"t-, _ J. .
er+ri
R
C.
P SPACE
SIGNAL
OT TO SCALE HC-ST006
V COMPRESSION STRUTS: STEEL SECTION
j DEVICES SHOWN STACKED IN PLAN ARE WITH L/R RATIO OF 200 MAXIMUM.
TO ALIGN VERTICALLY AS SHOWN BELOW. ATTACH MAIN RUNNERS WITH 1
INCH MACHINE BOLT AND TO STRUCTURE
WITH 3/16-INCH DIAMETER POWER -
ALIGN C/L ALL DEVICES: DRIVEN STUD. COMPRESSION STRUT
AT LOCATION AS DIMENSIONED ON PLAN; OR SHALL NOT REPLACE HANGER WIRE. —
NEXT TO DOOR / OPENING AS DIMENSIONED BELOW NOTE:
FIRE ALARM STROBE FOR CONNECTIONS OF BRACING
AND HANGER WIRES TO THE
FRAME, WHERE OCCURS STRUCTURE ABOVE, SEE
ROUGH OPENING, WHERE OCCURS CONNECTION DE IL W
EDGE OF DOOR, WHERE OCCURS
ROOM SIGNAGE, ETC. S
THERMOSTAT
45°MAX.
® OX ------LIGHT & PROJECTION SCREEN SWITCHES, �P )
WALL MOUNTED OCCUPANCY SENSOR.
CARD READER, WHERE OCCURS
isa a $ HARDWARE LATCH •` `'
a
2" (MAX.) FROM BRACING
WIRES TO CROSS RUNNERS
T7CAL�IE�Cl�.A�M�H�EIG�Hll�.C9IITN�GB�RA�CIN�G
NOE NOT TO SCALE
DOOR -MOUNTED SIGNAGE
APPROPRIATE TO ROOM
USE
saw I NOT TO SCALE
WHITE SYMBOLS AND LETTERING
ON A BLUE BACKROUND TYPICAL
E MEN
TYPICAL RESTROOM DOOR SIGNAGE
GE
HC-INOO2
WHITE SYMBOLS AND LETTERING
z ON A BLUE BACKROUND TYPICAL
�[1
MEN WQME
6"
TYPICAL RESTROOM WALL SIGNAGE
WALL MOUNTED SIGNAGE TO
BE LOCATED ON LATCH SIDE
OF DOOR CLEAR OF DOOR -
SWING. MOUNT AT 60" TO
CENTERLINE OF SIGN FROM
FLOOR
CORRESPONDING GRADE 11
BRAILLE
LETTERING RAISED 1 /32"
UPPERCASE
CHARACTERS
�fl
■� I NOT TO SCALE
HC-IN003
ACOUSTIC CI
ANGLE SCRE
@ 24" O.C.
TYPICAL:
12 GA. VERTICAL HANGER
WIRE @ 4'-0" EA. WAY
W/ MIN. 3 TIGHT TURNS
IN 1 1/2" BOTH ENDS OF
WIRE
12 GA. BRACING WIRE W/
N MIN. 4 TIGHT TURNS IN
t 1 1/2" BOTH ENDS OF
WIRE, TYPICAL
45? MAX.
- (TYR)
MAIN RUNNER
CROSS RUNNER
TOTE:
DDITIONAL BRACING
TIRES REQUIRED FOR
CORRIDORS EXCEEDING
12'-0"
CEING
CLGAC001
/nl Ri i winrt` laf i rc^cr TIiAAi Cri [�5
LBS.
3"=1'-0" CLGBR010
�12 WIRE AT 4'-0" O.C.
4 WRAPS EACH END) ST
SO THAT ALL DO NOT HA
ON ONE FRAMING MEMBEI
INSTALL ONE WIRE AT EA,
CORNER OF LIGHT FIXTUF
COMPRESSION STRUT AT
EA. WAY (LOCATE BRACIN
INTERSECTION)
0' - 6' = SINGLE 2 X
COLD ROLLED STEEL C
6' - 15' = DBL 2 X 4
3' COLD
16d NAILS AT 16" 0
3 ' COLD ROLLED STEEL
15'-22'= DBL. 2X+
W/ 16d NAILS AT 16" 0
22'+ = SPECIAL DETAIL i
ARCHITECT
INSULATION WHERE OCCUI
ACOUSTICAL TILE CEILING
COffiPRESSIO STRUT
4 ■i 1 3"=1'-0"
GYPSUM BOARD
EACH SIDE, TYP.
HEADER @ HEAD
(2-STUDS @ JAMB,
MIN.)
1 1/4" BUGLE HEAD
DRYWALL SCREWS AT
11 " O.C. EA. SIDE
METAL PREFABRICATED
FRAME - PREFINISHED
KNOCK -DOWN STEEL
FRAME
v 3"=1'-0" INTDWO04
-kl Vill W
KNOCK -DOWN S'
FRAME
METAL PREFABRII
FRAME - PREFIP
1 1/4" BUGLE
DRYWALL SCREW
11 " O.C. EA. SII
20 GA. METAL T'.
GYPSUM BOARD
EACH SIDE, TYP.
0
3„=1,-O"
GYPSUM BOARD
EACH SIDE, TYP.
HEADER @ HEAD (2-
STUDS @ JAMB, MIN.)
1 1/4" BUGLE HEAD
DRYWALL SCREWS AT
11 " O.C. EA. SIDE
METAL PREFABRICATED
FRAME - PREFINISHED
KNOCK -DOWN STEEL
FRAME
INTDWO14
2X BLOCKING AS REQUIRED
2) 1-1/2" TYPE S
JOIST @
IV
SCREWS PER KICKS
1 V-3'
A.F.F.
I,
2
AD_
STRUCTURE ABV.
•-'"
f e
STEEL STUD CROSSBRACING
SEh
CEILING MT
I
�
PLAN
3-5/8" X 25GA METAL STUD WALL
@ 24 O.C. W/(I) LAYER 5/8" G.B.
EACH SIDE TO UNDERSIDE OF NEW
T-BAR CEILING.
ul
SOUND ATTENTUATING BATT
5/8" G.B. ATTACHED TO STUD WITH 1
D-
TYPE S SCREWS @ 8" O.C. PERIMETER AND
12" O.C. IN FIELD. MUD TAPE AND FINISH
WALL BASE
ALL JOINTS.
i
RUNNER TRACK SAME
SIZE & GA. AS STUDS
1#
FLOOR COVERING
INTERIOR PARTI I
1 1/2"=1'-O"
N-PAR03
CICBO #4943P
I
(LARR #25245)
BRACING OPTIONS
1. VERTICAL BRACED -FLOOR
TO FLASHING ABOVE W/
2- 3 5/8" METAL STUDS UP TO 24'
2. DIAGONAL BRACED -WALL TO
FRAMING ABOVE W/
1- 3 5/8" METAL STUD UP TO 6' OR
2- 3 5/8" METAL STUD "T" UP TO 14' OR
2- 6" METAL STUD T' UP TO 20'
3. HORIZONTAL DIAGONAL BRACING -WALL
TO WALL(14' MAXIMUM SPAN)
2- 3 5/8" METAL STUD "T"
TYPICAL BRACE ATTACHMENTS
(2 EACH TOP & BOTTOM)
#10 SMS. METAL TO METAL
"T" STUD BRACING @ 8' O.C.
3 5/8" OR 6" X 1 1/4" X 16 GA.
STEEL STUDS W/ #10 SMS.
@24' O.C.
GYPSUM BOARD @
STUD FRAMING
STUD WALL BRACI
METAL STUD
2" DEEP
LEG TOP TRACK
NOTE
UNBRACED WALL SPANS
LIMITED TO 8'-0" WALL
TO STRUCTURE
SPAN LIMITED BY
BRACE SIZE
N-PAR027
FOR STD. SLAB & LT. WT.,
HILTI 7/32 DIA. SHOT PIN
@ 32" O.C. MAX. ICBO#129
OR APPROVED EQUAL
CONT. BASE, SEE FINISH
SCHEDULE
METAL RUNNER TRACK
EXIST. CONC. FLOOR
N-PARO1 O
EXISTING GLASS WIND(
EXISTING MULLION
BLACK NEOPRENE Gk
WITH ADHESIVE TO FAI
3 5/8" MTL, STUDS
5/8" GYP. BD. EACH
DOUBLE STICK BLACK
NEOPRENE GASKET
ALUMINUM BREAK MEl
TO MATCH MULLION
FALSE MULLION TO Mi
EXISTING
PARTITION @ FAISE MULLION
4 3„=1, fl„
No. Date Revision
j& 06-11-05 B111LDIN6 DEPT.
0
mi
No, C25796
• 05-31-01
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Job No.: avm4B
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Drawn By: FM Q
Project Architect: R*
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Checked By. Ida
File Name rAD1 Cl Cn
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Plot Date Jm 21, 2005
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Sheet No.: 0
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