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PROJECT TITLE:
Corinthian College, Third Floor
Computer Room — Tenant Improvements
PROJECT LOCATION:
6 Hutton Center
Santa Ana, Ca 92612
AREA OF WORK
Computer Room 1,664 S.F.
Electrical Room 190 S.F.
Total Reworked Area 1,854 S.F,
SCOPE OF WORK
Tenant Improvement works includes expanding the existing Computer/
Data/ Server Room and adding a new Electrical Room on the 3rd Floor of
building 6. The work includes new partitions, ceiling, floor tiles and finishes,
This project is in on Administrative office area and does not include any
classrooms.
APPLICABLE BUILDING CODES:
2001 California Building Code (based on 1997 UBC)
2001 California Mechanical Code (based on 2000 UMC)
2001 California Electrical Code (based on 1999 NEC)
2001 California Plumbing Code ( based on 2000 UPC)
CAC Title 24 for Energy Compliance and Disabled Access
SEPARATE PERMITS
Seperate permits are to be obtained for Electrical,
Mechanical, Plumbing, Signs, Fire Sprinkler
and Fire Protection
AGENCY RESPONSIBLE Building Department
BUILDING CODE ENFORCEMENT City of Santo Ana
B
EXISTING TYPE OF CONSTRUCTION: Type I
(UBC Chapter 6) Sprinklered
EXISTING NO. OF STORIES 11
a EXISTING OCCUPANCY CLASSIFICATiON
(UBC, Table 3—A):
Office/Professional B no change
EXITING
(1004.3.4.3 Exception 6)
The Third Floor is a single tenant and is fully sprinklered with
smoke detection.
A
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PROJECT
•O R
CORITHAN COLLEGES, INC.
DARRYL CORBIN
FACILITIES MANAGER
G HUTTON CENTER
SANTA ANA, CA. 92612
TEL: 714.427.3000 EXTA13
4"46ENERAL NOTES"
1. The Contractor is responsible for "pulling" all permits required for this work.
The work shall comply with applicable codes and be performed in accordance with
all applicable lows and ordinances,
2. The Contractor is to remove waste material from the building site and dispose
of all waste material from the project in a legal manner.
3. Existing conditions and dimensions are to be reviewed and verified by the
Contractor. If any discrepancies from the documents ore found the Contractor is
to notify the Architect immediately for clarification. Do not scale the drawings.
dimensions are to the centerline unless noted otherwise.
The contractor is to review the installation of Electrical, Mechanical and
architectural work, If there are any discrepancies that would cause an awkward
lstollation the contractor is to review it with the Architect for clarification prior
to construction.
5. Where any new floor finish is to be installed, existing substrates are to be
repaired, patched, leveled or floated as necessary and cleaned to receive new
finish material and related adhesives.
6. All existing surfaces to receive new point are to be patched, repaired free of
defects and prepared to receive new finish, Where new and existing drywall
surfaces meet they ore to be :patched and pointed to form a smooth continuous
surface.
7. The Contractor is to repair all damage to existing finishes and building
systems caused during performance of the new work. The damage is to be
repaired to match existing conditions prior to damage or where appropriate, to
match new work.
8, The Contractor is to protect all exposed existing and new work from weather
and inclement conditions. Any and all damage due to the Contractor's failure to.
secure and protect such work is to be repaired at the Contractor's expense.
9. All items recessed into fire rated partitions are to be backed in an approved
manner to maintain the required fire ratings.
10. The Contractor is to construct temporary barriers to protect adjacent
facilities from migration of construction debris and dust. Required exit ways are
to be maintained free from obstructions and Contractor is to conform to Title
24, Part 9, C.F.C. Article 87, "Fire Safety during Construction."
11. Changes to the approved drawings will be made by oddenda or change order
approved by the owner, architect and Building Department.
12. All electrical outlets, data outlets, switches and cover plates to match wall.
13. Locate office lights switches close to door frame/studs so as not to conflict
with furniture.
1
14. "All enclosed portions of buildings customarily occupied by human beings shall
be provided with a mechanically operated ventilation system. Such mechanically
operated ventilation system shall be capable of supplying a minimum of 15 cubic
feet per minute 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„
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FiRE DEPARTMENT NOTES
1. Fire Department final ispection required. Schedule all inspections 72 hours in advance by calling 7. All additional fire protection systems installed in a high—rise building sholl be monitored by the
(714) 647-5700. life safety system,
i k
2. Provide 2A 106C minimum rated fire extiguishers to be located on each level within 75 feet of 8. Tenant improvements in high—rise buildings shall have life safety spec ers, which c are clearly
travel distance from all areas. Travel distance is 30 feet in areas having flammable liquids. audible. Speakers shall be tested in the presence of a fire inspector prior to final inspection.
3. Fire sprinkler system(s) per N.F.P.A. Standard 13 shall be provided. Reason fire sprinklers 9. Exit doors shall be openabie from the inside without the use of a key or any special
required TI alterations. knowledge or effort. Provide self releasing locking devices on exit doors.
4. Plans for the following systems shall be submitted (3 copies) to the Building Department for 10. "EXIT" signs shall be in block letters, a minimum of six (6) inches high with a stroke of not
Fire Department approval prior to installation. (Fire Sprinkler and alorm system alterations) less than 3/4" inch. Luminance on face of sign shall be 50 LUX.
5. Alt fire sprinkler plans sholl be approved by the Building Department. Plans shall include: 11. "EXIT" signs sholl be electrically illuminated and energized from separate circuits. Show on
(a.) Plan view showing the building's structural framing members and all points of hanger electrical plan(s), one of the above circuits sholl be part of the emergency lighting system.
attachments.
(b.) A responsible engineer's wet ink stamp and signature approving the system(s) support 12, Storage, dispensing, or use of any flammable or combustible liquids, flammable gases, and
locations. hazardous chemicals shall comply eith Uniform Code requirements.
6. Holon and clean systems agent shalt comply with the Santa Ana Fire Department Policy.
& AND
0 AT M.B. MACHINE BOLT
ADJ ADJUSTABLE MAT MATERIAL
AFF ABOVE FINISHED FLOOR MAX MAXIMUM
A.C. ASPHALT CONCRETE MECH MECHANICAL
ALUM. ALUMINUM MTL METAL
BD BOARD MFR MANUFACTURER
MIN MINIMUM
BET BETWEEN MISC MISCELLANEOUS
BET BUILDING
BL BEAM MTD MOUNTED
ROT BOTTOM (N) NFW
CL CENTERLINE N/A NOT APPLICABLE
NO. NUMBER
CAB CABINET
CEM CEMENT NR NOT RATED
CERAMIC N.I.C. NOT IN CONTRACT
CER
CLG CEILING N.T.S. NOT TO SCALE
CLR CLEAR O.C. ON CENTER
CMU CONCRETE MASONRY UNIT O.D. OUTSIDE DIMENSION
COL COLUMN 0.F.C.1. OWNER FURNISHED
CONC CONCRETE CONTRACTOR INSTALLED
CONST CONSTRUCTION O.H. OVERHEAD
CONT CONTINUOUS OPNG OPENING
C. 1. CONTRACTOR INSTALLED OPP OPPOSITE
DET DETAIL P.P. PATCH PANEL
D.F. DRINKING FOUNTAIN PNL PANEL
DI AG DIAGONAL PART PARTITION
DiM DIMENSION PL PLATE
DR DOOR PLAS PLASTER
DWG DRAWING P,LAM PLASTIC LAMINATE
EA EACH PLYWD PLYWOOD
PSI POUND PER SQUARE INCH I
ELEC ELECTRICAL
ELEV ELEVATION RAD RADIUS
EQ EQUAL RD ROUND
EQUIP EQUIPMENT REF REFRIGERATOR
EXP EXPANSION REQ REQUIRED
EXT EXTERIOR REV REVISION
(E) EXISTING R.D. ROOF DRAIN
F.D. FLOOR DRAIN RM ROOM
R.O, ROUGH OPENING
F,E. FIRE EXTINGUISHER
F.F. FINISH FACE SCHED SCHEDULE
F.G. FINISH GRADE SECT SECTION
FIN FINISH SH SHELF
F.H.C. FIRE HOSE CABINET SHT SHEET
F.L. FLOW LINE SIM SiMiLAR
FLR FLOOR S.M.S. SHEET METAL SCREW
FLUOR FLUORESCENT SPEC(S) SPECIFICATIONS
F.O.S. FACE OF STUD S.S. STAINLESS STEEL
FT FEET STD STANDARD
GA GAUGE STRUCT STRUCTURAL
GALV GALVANIZED SUSP SUSPENDED
G.1, GALVANIZED IRON TBD TO BE DETURMINED
GL GLASS TEL TELEPHONE
GYP GYPSUM THK THICK
H.B. HOSE BIBS TYP. TYPICAL
H/C HANDICAPPED U.B.C. UNIFORM BUILDING CODE
HDR HEADER U.N.O. UNLESS NOTED OTHERWISE
HDW HARDWARE VENT VENT
HDWD HARDWOOD VERT VERTICAL
H.M. HOLLOW METAL VEST VESTIBULE
HOR HORIZONTAL VOL VOLUME
HR HOUR VCT VINYL COMPOSITION TILE
HGT HEIGHT V.T.R. VENT THROUGH ROOF
1.D. INSIDE DIMENSION W/ WITH
IN/" INCH WD WOOD
INSUL INSULATION WDH, WA � t EA E "
iNT INTERIOR W.I. 4nJ1l)11 7,CO "
JST JOIST W R,. WATER RESISTANT
JT JOINT arASTE
LAB LABORATORY C a„
LAM LAMINATED
LAV LAVATORY
LB/# POUNDS
LG LONG
LT LGT LIGHT
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SYMBOL LEGEND rwf� T. -Z. "-V%-
DETAIL NUMBER
CONSTRUCTION KEYNOTE X XXDE
, HIFFT Nt ieMRFR
DEMOLITION KEYNOTE / ACCESSORY KEYNOTE
X DETAIL NUMBER
X WALL TYPE KEYNOTE X.XX PRIMARY SECTION CUT
`✓ SHEET NUMBER
L ^ l ROOM NUMBER X DETAIL NUMBER
x.XX INTERIOR ELEVATION
SHEET NUMBER
DOOR NUMBER
.x REVISION DELTA
REVISION CLOUD
INUICA l Eb F INISHi D
SURFACES TO ALIGN
ARCHITECTURAL: A-1 General information
6 Sheets
A-2 Site Plan Path Of Travel And
Details
A-3 Demolition Plan And Floor Plan
A-4 Reflected Ceiling Plan And
Details
A-5 Details
A-6 :Accessible Plans, Elevations
And Details
— -- -- -- -> PATH OF TRAVEL �
INV [-^11J, 11"i 1, VIv1v4, 1i tiV�v
TO THESE STAIRS FROM
THIRD FLOOR
THIRD FLOOR
REFERENCE PLAN
SCALE: N.T.S,
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)F ISSUED DRAWING LOG:
DATE: MARK: ISSUED FOR:
07/20/05 PLAN CHECK
o8/05/05 Q P. C. REVISIONS
f �
a Rsarch as author of these documents
r y ;,�" rves its common statutory &
copyright laws. These documents are
2015 considered instruments of service. The
client aggrees not to use these drawings
and electronic flies for other than the
project it was intended for or without
Y
C written authorization from Russarch and
aggress to Indemnify and hold harmless
Russarch from llabilttiees arising from
rnfauae or these doeumote.
ION
CAD FILE:
DRAWN:
CHECKED:
COPYRIGHT: RUSSARCH
AUG 052005 SHEET TITLE:
GENERAL
lSanta Ana INFORMATION
ie),-oft
-Ta 15.)4161r;
III t`JK- 05
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4 3 3 1
C
A
EXISTING RAISED LETTER
AND NUMBERS TYP'
MINIMUM NUWERICALSIZE 5/8"
—
LETTER|NQ RAISED 1/32"
EXISTING ILLUMINATED
CAR CONTROL BUTTONS
STAR ALONGSIDE
MAIN EXIT FLOOR NUMBER
EXISTING BRAILLE TYP
MAXIMUM HEIGHT FROM —FLOOR TO LOWEST BUTTON
—
MAXIMUM HEIGHT FROM —_
FLOOR TO HIGHEST BUTTON
-_
3/4" MINIMUM CONTROL
MEASUREMENT
|
r~ �� � -~� � | |�J � �
�_, ~. ~�" . // n `~°ELEVATOR CONTROL PANEL
SCALE: 1/2" = 11—O"
"EX
STING
�U)
XUJ
uu
HALL CALL
BUTTON
EXISTING
ELEVATOR ELEVATION
SCALE 1/2, = 1'—O"
�� |
�� �� | =� | 1 |^J � �
^_~ ^ ^. ~~� / / ` n ~~~
\ / 7— �� FLOOR
PLAN
�� � �|
ELEVATOR
� | �— \y �� | \ ���� �— | � �� ��� �� � ��|^J
8SCALE:1/2" = 1'-0"
EXISTING HANDICAP
PARKING SIGN
EX]3TK1C PAINTED
EXISTING �
INTERNATIONAL
SYMBOL OF
ACCES3|BUTY STALL
EMBLEM
TYP. EXIST. ACCESSIBLE PARKING
SCALE: N.T.S.
SIGNAGESHALL BEPOSTED INA
CONSPICUOUS PLACE, AT EACH ENTRANCE TO
OFF STREET PARKING FACILITIES, OR IMMEDIATELY
ADJACENT TO AND VISIBLE FROM EACH STALL
OR PARKING SPACE, THE SIGN SHALL NOT BE
LESS THAN 17" x 22" IN SIZE NTH LETTERING
NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY
AND CONSPICUOUSLY STATES, THE FOLLOWNG
(REFER TO SIGN AT LEFT )'UNAUTHORIZED
FLOOR LANDING
.... " . BLANK SPACES ARE TO BE FILLED
JAMS SIGNAGE
NTH APPROPRIATE INFORMATION
AT BOTH JAMB
�04
r~ MINIMUM CHARACTER HEIGHT SHALL BE 3,
po
THE FINISHES OF THE PAINTED
SURFACES SHALL BE NON —GLARE
Ln
LETTER TYPE SHALL BE RAISED
uu
1/32 INCH MIN AND SHALL BE
SANS-3AR|F UPPERCASE CHARACTERS
EXISTING CONl
AT BOTH SIDE
i._13"
UNAUTHORIZED
VEHICLES PARKED IN
DESIGNATED HANDICAPPED
SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS
OR LICENSE PLATES ISSUED
FOR PERSONS NTH
DISABILITIES MAY 8E TOWED
AWAY AT OWNER'S EXPENSE.
TOWED VEHICLES MAY BE
RECLAIMED AT___
OR BY TELEPHONING___
EXISTING ENTRANCE SIGNS
SCALE: N.T.S.
/ /r.
MM
��| |�| /\ K� | K�
EXISTING | �� � � |�� � � STALL �-� � | EMBLEM
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SCALE: N.T.S.
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SITE PLAN/
AN/ PATH O
A— TRAVEL
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ISSUED DRAWING LOG:
DATE: MARK: ISSUED FOR:
07/20/05 PLAN CHECK
08105/05 P. C. REVSIONS
Russarch as author of these documents
reserves Its common statutory &
copyright laws. These documents are
considered Instruments of service, The
client aggrees not to use the" drawings
and electronic files for other then the
project It was Intended for or without
written authorization from Russarch and
aggr"s to Indemnify and hold harniless
Russarch from liabilities arising from
misuse of these documets.
CAD FILE:
COPYRIGHT: RUSSARCH
SHEET TITLE:
31TE PLAN
PATH OF TRAVEL
SHEET NO.:
A002
2 Of 6 sheets
PROJECT NO: 147
,
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B
A
ELEV. LOBBY
^'
--------------1
| �
STAIRWAY
(E) OFFICE I
^
SCALE: 1�" = 1-O"
DEMOLITION �[��N��T[� DEMOLITION LEGEND GENERAL DEMOLITION N��TZ�
LJL-[V|��L_! | /��|� KEYNOTES |��� | L_�� L/L_[V|L�L_| | iL/|� L_[_��[_|�L� �JL_|�L-P\�\L_ L/[-|V|L�L-| } |��|� NOTES
1 Exj��h1g conditions are to be verified � the con�ontor,
EXISTING WALL RBWA|M ' ' - -/ '
cx` reviewed and coordinated with architectural and engineering
~Remove existing wall. . Remove existing door. h�na '
drawings for both demolition and new construction prior to
and hardware and coordinate with Corinthian College beginning demolition.
manager for storage or future reinstallation
EXISTING DOOR TO REMAIN. 2. prior to demolition, review with Corinthian Colleges Facilities
Remove portion �� ceiling
Manager if any demolition items ore to be stockpiled for
( � \ � possible reuse at Corinthian Colleges disoretion REMOVE EXISTING WALL'
Remove portion of wall for new waaiibo|a and door LAZING AND/OR OTHER 3Where drawings indicate to remove existing *al|e. include
CONSTRUCTION. ON '
items built into or attached to the walls, Include switches,
(�} Remove portion of carpet REMOVE EXISTING DOOR,FRAME AND outlets, thermostats, mpeokmrn, cVnduit, cabling, wiring and
ASSOCIATED HARDWARE,
similar items.
�_. COORDINATE SALVAGE WITH OWNER' 4` Remove any casework or accessory items not indicated to
PROTECTremoin. Include such items on mo|dinge, trims, oob(netry,
Existing carpet to remain DEMOLITION KEYNOTE light fixtwres, and corner guards.
`~^ SEE LEGEND
5 Where indicated, remove doors, door hordwure, and frames.
�U) Existing ��ur tiles to remain ' . .
Existing suspended ceiling to remain Protect existing items and finishes intended to remain or
(C�
to be reinstalled.
7. Dispose of all debris in o ao(e and legal nnmnner. Comply
with Corinthian Colleges contractual directives on safety
and the environment.
8. Remove all flooring material as noted; coordinate precise
limits of rmrnovo| with contractor project nnonognr and
~ project floor finishes not noted for demolition
"INN,
8 Leave o(\ demolition areas broom clean.
. ^
10. See floor plan for related dimensions.
��K R��(o�~ 11 Review order and phasing of demolition with Corinthian y u�`p � - `~ ,�
Colleges Facilities manager prior to starting work.
12. Coordinate rwnnovo| and relocation of light fixture and
mechanical systems with the Mechanical and electrical
7drawings
.
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ELEV. LOBBY
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OCCUPANTSco
(BASED ON TABLE 10A OFFICE
(E) OFFICE
. . .
(E) OFFICE
[--- r--
| � 1 i F1 `__ -_
U
7
SERVER ROOM
17 OCCUPANTS
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CONSTRUCTION �[�N��T[� �
����|��] | [\L/�� | |L/|� KEYNOTES }�L/ | [-�]
VV�iL_L- L_L_\J[-|�L/
WALL LEGEND
GENERAL LJOLJF\ NOTES:
F�l
/
Now Carpet accent border and bo�m to match
'X'
1 ^
it mhoU b ) inside without the use of o key
~ '-�� ~^ ^-`'~ - -'---- '�-��
| |
^-�
existing corridor condition
RATED WALL, 5 TYPE QYP
�
'
or special knowledge or effort. Special locking dw�own ehvU be of
BD., CONSTRUCT' N/TO WATCH
approved type. [UBC" Soo. 1004.31
F�l
Now floor tiles and base to match existing
EXISTING CONDITION SEE 4/A-5
2.
Exit doors shall swing in the direction of egress when serving on occupant
"White"
load of 50 or more. [UBC' Sec. 1004,2]
F|�-�-1
Point walls with building standard itw"
\ GYP. BD. AND METAL. STUD
nn
'"
'
TO UDERS|OE OF STRUQTUR�L DECK
1
One door of o pair of doors shall nmat
the minimum width requirement.4�
4.
Doors in any position ohoU not reduce the required corridor width by more
F��
Now computer equipment in ,00ka
/N\ EXTENSION OF /�\ PARTlllO�
than onoho|f when fully open. Doors nho|{ not reduce the required width
�-�
' � ' �
TO ��CN ABOVE
by more than 7" [�o� 1005.4]
' (Sec,
'
F�l
| o |
Existing flooring to remain
^-�
7-1 (E) WALL'
5
All required exit doorways ohmU hove n minimum 32-inch clear opening
'`�-
F��}
Now *o|| base to match existing
with door at BO degrees to the closed position.
8.
The bottom 10" of all doors except outnnnotio and sliding aho|(
GENERAL | CONSTRUCTION KJ��7-['C`
NOTES
WALL { [-��[��|F\
have o smooth, uninterrupted surface �o allow the door �o �a
��[-i�[-F���L-
L���|�^� | |\LJL^ | }LJ!� [_~]
L_[_��L-|�L/
opened by o wheel choir footrest without creating o trap or
-----
hazardous condition. Where narrow door frames are used. o 10"
1�
See General Notes sheet A-1.
high smooth panel ahoU be installed on the push wide of the door
NEW OR RELOCATED DOOR
which will allow the dour to be opened by o wheel chair footrest
2.
Painting Match existing color and finishes/
U WITH LEVER HARDWARE
without creating o trap or hazardous condition.
J.
Patch and paint existing drywall where wuUa were
/\
�^
Maximum effort to operate doors mho|| not exceed 15pounds at
removed, finish to be smooth continuous surface,
EXISTING DOOR TO REMAIN
any rated door. 5 pounds for any non -rated interior door and B
typical throughout.
PROVIDE LEVER HARDWARE WHERE
1 /7 pounds for any non -rated exterior door. maximum opening
4
'
8o�oro preparing for painting. MoVi smooth fmna of
'
EXISTING
force for doors shall not exceed 5 pounds when applied to the
existing walls where wall covering, fabric or texturing�
latch sidm
was removed prior to painting,typical throughout. '
8'
Hand -activated door opening hardware shall be mounted 30" to 4' obnwa
5.
Coordinate extent of painting with Corinthian Colleges
the floor and be operable with o single effort by lever -type or panic
Facilities
hardware.
0'
Exit ncowmo doors to hove lever hord*ore, which retracts both locks
with n single operation
DOOR
SCHEDULE
ABBREVIATIONS:
10.
Latching and
Door
Frame
NOTE: NEW DOORS TO MATCH EXISTING DOOR FINISHES
in 0
AL AluminumAluminum path of travel shall be -
operablewith a single effort by lever
CLQ Onor Anodized t«oa hardware, by panic bars, push-pull activating bars, or other
hardware designed to provide passage without requiring the ability
�p �xp�xy Point E Existing to grasp the opening hardware
FF Factory Finish 11. Door openings in 1-hr corridors must be protected by tightfitting
QL Glass smoke and draft control assemblies with o fire rating of20
WTL Metal minutes,
HW Hollow Metal
PR Pair 12' Coordinate changes to doors and hardware with building omm6n and
PT Point Corinthian College Facilities Manager. All new areas to be lockable.
SC Solid Core Reuse salvage doors and hardware as necessary.
Ike
In
wktl�q
(10) tc�
Vim7
010
N — .4.)
ISSUED DRAWING LOG:
DATE- MARK: ISSUED FOR:
07/20/05 PLAN CHECK
Russarch as author of those documents
reserves Its common statutory&
copyright laws. These documents am
considered Instruments of "rvkxL The
client aggrees not to use thus drawings
and electronic flies for other than the
project It was Intended for or without
written authorization from Russarch and
aggrees to Indemnity and hold harmless
Russarch from liabilities *rising from
misuse of those documsts.
CAD FILE:
COPYRIGHT: RUSSARCH
SHEET TITLE:
DEMOLITION PLAN
AND
FLOOR PLAN
SHEET NO.:
A013
3 of 6 sheets
PROJECT NO: 147
`
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3 2 1
C
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A
FACE OF WALL
CROSS TEES
MAIN RUNNERS
8" MAX, DISTANCE FROM FIRST
BRACING TO WALL
37END
O VERTICAL HANGER WIRE 12 GA. GALV.
6PERIMETER
SLIP AT 4'-0" O.C. EACH WAY SEE 3 jA-4
CONDITION `>,< VERTICAL STRUT ® CONVERGENCE OF
A-4
4 DIAGONAL SPLAY WIRES, LOCATE
4' MAX. DISTANCE
FROM FIRST CLUSTER @ 12' O.C. MAX. EA, WAY
BRACING TO CORNER
AND STARTING WITHIN 6' FROM EACH
WALL.
NOTE:
CEILING GRID TO BE HEAVY
DUTY STRUCTURAL SEE DETAIL 3/A-4
CLASSIFICATION ACCORDING
TO ASTM C635
SUSP.
CLG. GRID
LAYOUT
4
SCALE 1" = 1'--0"
387/A-9/,A
12GA. GALV, HANGER WIRE
12GA, GALV, HANGER WIRE 0 4'-0" c.c.
MAX. EACH WAY, CONNECT TO
STRUCTURE ABOVE
8" MAX
WALL PARTITION
{
SEE DETAIL S
TO FIRST
HANGER
12GA. GALV. HANGER WIRE
j
E.M.T. SLEEVE, 2 SHEET METAL
i`�8 SHEET METAL SCREW � EA. STUD
�
SCREWS MIN. THROUGH 1 /8" PILOT
z
MAIN RUNNER
HOLES 0 EACH CONNECTION OF
1 /2" MIN.
LAY -IN CEILING PANEL
STRUT SECTIONS
ace E.M.T. VERTICAL STRUT, SLOT END TO
FIT OVER MAIN RUNNER, LOCATE AT
MAX, 12' O.C. EACH WAY AND START
POP RIVET @ EACH RUNNER
WITHIN 6' OF EACH WALL, SEE MAX.
CONNECTION TO WALL ANGLE
HEIGHT OF STRUT SCHEDULE BELOW
FIXED CONDITION
I
MAIN RUNNERS @ 4'-0" O.C.
CROSS TEES 0 2' O.C. W/ POSITIVE
CONNECTION
8" MAX
WALL PARTITION
�JTYP,
12GA. GALV. DIAGONAL SPLAY WIRES 0
TO FIRST-�
HANGE
EA. STRUT, MAX. 45' ANGLE OFF OF
#8 SHEET METAL SCREW 0 EA. STUD
CEILING CONNECT TO STRUCTURE ABOVE,
SEE DETAIL 5
12GA. GALV. HANGER WIRE
12GA. GALV. WIRE LOOPED THROUGH
�""-�-�
MAIN RUNNER
1 /2" MIN.
PLOT HOLE AND TIED
CROSS TEES
LAY -IN CEILING PANEL
MAXIMUM HEIGHT SCHEDULE
�
2" MAX, FROM CROSS TEE TO POINT
OF CONNECTION OF DIAGONAL SPLAY
FOR ELECTRICAL
METALLIC TUE31NG
STRUT NOTES: WIRE TO RUNNER
DIAMETER
MAX. HEIGHT
1/2"
4'-0"
1. STRUTS OTHER THAN E.M.T. MAY REQUIRE ENGINEERING CALCS.
--- ----
24GA. SLOTTED METAL SPREADER
STRUT NOTCHED 0 EACH RUNNER,
3/4"
5'-2"
2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCS.
REQUIRED WHERE FIRST RUNNER
1"
6'-6"
3. E.M.T. SHALL LAP EACH OTHER AT LEAST 4" IN FULLY
PARALLEL TO WALL IS MORE THAN
1 1/4"
8'-6"
EXTENDED POSITION.
12" FROM WALL
1 1/2"
9'-10"
4. LEVEL CEILING GRID BEFORE SETTING STRUT.
SLIP CONDITION
2"
12'-0"
5. SEE U.B.C. SECTION 25.212
SUSPENDED CEILING
"G�
GRID
SUPPORT
__--
SCALE:1-1 /2" = 1'-0"
387/A-9/2A
.1450 POWER DRIVEN SHOT PIN
(ICBO NO. 2388)
Z a,fA
Uj-
(E) CONC. DECK
W i
12GA, x 3/4"WIDE "HILTI" BOLT,
CEILING CLIP OR EQUAL
12GA. GALV. HANGER WIRE MIN, 3
TIGHT TURNS IN 1 1/2" 0 EA. END
VERTICAL SUSPENSION WIRE
f1i
!\
` DIAGONAL SPLAY WIRE
CEILING SPLAY WIRES
SCALE: 1--1 /2"=1'-0„
3/8"W HILTI KWIK B0L1-
ICB0 NO. 2156)
2GA. x 1" WIDE x 2" LONG STL.
iTR AP
E) CONIC. DECK
2GA, GALV. HANGER WIRE MIN. 4
1GHT TURNS IN 1 1/2" ® EACH END
NOTES:
1. SEE U.B.C. TABLE 25-A
387/A-9/2B
SCALE: N.T.S.
SCALE: N.T.S.
387/A-9/18
FOR ATTACHMENT TO STRUCTURE
ABOVE SEE 5/-
SUPPORT ALL RECESSED LIGHT
FIXTURES LOCATED WITHIN THE
SUSPENDED CEILING SYSTEM DIRECTLY
FROM THE STRUCTURE ABOVE; USE
12GA, GALV. HANGER WIRE -MIN. 4
PER FIXTURE, 1 W/IN 6" OF EACH
CORNER OF FIXTURE HOUSING
MAIN RUNNERS C 4'-0" o,c.
CROSS RUNNERS 0 2'-0" ox.
SEE U.B.C. SECTIONS 25.209.7
& 25,213
387/A-9/1C
REFLECTED CEILING PLAN
SCALE: 1 /8" = V-0"
CEILING KEYNOTES
New or relocated exit sign
{_`-_1 Existing suspended 2X2 ceiling and T-bor grid
system to remain
F3J Provide and install new 2X2 T-bor grid system
and acoustic tiles
0 Point underside of deck "Block"
I: l Rework perimeter of existing ceiling at new wall
or at new extension of existing wall to deck
above see 6/A-4
CEILING LEGEND
(N) 2x2 SUSPENDED T-BAR CEILING
SYSTEM SEE 4/A-4
(E) 2x2 SUSPENDED T-BAR CEILING
SYSTEM
LIGHT FIXTURE SEE ELECTRICAL
(} EXIT SIGN
DIRECTIONAL EXIT SIGN
GENERAL DEMOLITION NOTES
1. Sprinkler contractor to coordinate all sprinkler head
locations with architect and contractor prior to submittal
for permit and construction.
2, Coordinate sprinkler head layout with mechanical and
electrical plans. Sprinkler heads are to be centered in
tiles, typical
3. Ceiling height is at g'-O"t A.F.F. typical throughout
4. New illuminated exit lights to be connected to alternate
power source, see Electrical Drawings.
5, For reworking of lighting and diffuser layout see Mechanical
and Electrical Drawings
6. Contractor to coordinate power and data locations; See
electrical drawings.
7. Electrical drawings under separate permit. Lighting to be
maintained per CBC section 1003.2.9 which requires means
of egress form all occupioble ports of the building to be
provi :;ed with at least 1 foot candle of light at floor level
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ISSUED DRAWING LOG:
DATE: MARK: ISSUED FOR:
07/20/05 PLAN CHECK
08/05105 P. C. REVISIONS
Russarch as author of these documents
reserves Its common statutory&
copyright laws. These documents are
considered Instruments of service. The
client aggress not to use these drawings
and electronic files for other than the
project it was Intended for or without
written authorization from Russarch and
aggrees to Indemnify and hold harmless
Russarch from Habli ties arts ft from
misuse of these documeW
CAD FILE:
DRAWN:
CHECKED:
COPYRIGHT: RUSSARCH
SHEET TITLE:
REFLECTED
CEILING PLAN
AND DETAILS
SHEET NO.:
A=4
1 4 Of 6 sheets
PROJECT NO: 147
4
3
C
A
System N NL-| 1O��1
./V�`�O7 /,O. ,, �—'v^,�
/_
/ �
F Ratings - 1 and 9 Hr \�nn �[8�lS 1 and �/
T Rating - 0 A[ L Rating At Ambient _ Less Than l pFk /S" Ft
L Ah6nQ At 400 F - 4 pFM/S" Ft
SECTION A —A
WALL AT MULLION
"
WALL |
� | �� | GLASS
� ��
SCALE: O" = 1'-0"
0F\ CURTAIN WALL SYSTEM
NEOPRENE PAD - BLACK
5/8" GYPSUM PANEL -TYPICAL
METAL STUD
INSULATION
'J" MOLDING
387/A-9/3A
(N) WINDOW BLIND TO MATCH (E)
NEOPRENE PAD - BLACK, FULL HEIGHT
5/8" GYPSUM PANEL -TYPICAL
METAL STUD
INSULATION
^J^ MOLDING
ALUM. BREAKSHAPE CLOSURE PANEL
FINISH TO WATCH WINDOW FRAMING.
USE ONLY WHERE NEW PART11ION IS
0" OR LESS FROM WINDOW MULLION.
IF MORE THAN Q" PROVIDE
NEW WINDOW BLIND
387/A-m3A
1/2" EA. 81DE
SCALE: 3"=1-oil
k^A[__\,� \ ,
E
DOUBLE STUDS AROUND OPENING
FULL HGT. STUDS 0JAW8
GYP. BD. TO EXTEND INTO DOOR
FRAME 5/8' MIN.
CAULKING -COLOR TO WATCH
-WALL
CROSS WALL WHERE OCCURS
HOLLOW METAL DOOR FRAME
STEEL STUD ANCHOR
STANDARD RABBET
DOOR - SEE SCHEDULE
DOOR WHERE OCCURS
WALL JAMB BEYOND OR
DOOR FRAME WHERE OCCURS
VINYL COMPOSITION TILE
ALIGN EDGE OF STRIP WITH FINISH
SURFACE OF ADJACENT WALL
VINYL W0JLDUNQ CARPET/
VINYL TILE ADAPTER
CARPET
387/A-9/3B
--EXISTING CONCRETE FILL OVER METAL
EXISTING CONCRETE FILL OVER METAL 4
FLOOR DECKING FLOOR DECKING
1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of
the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs FILL VOID NTH APPROVED VOID NTH APPROVED
in the UL Fire Resistance Directory and shall include the following construction features: FIRE REISISTIVE MATERIAL FIRE REISISTIVE MATERIAL
A. Studs -- Wall frorning may consist of either wood studs or steel channel studs. Wood studs to
Cq
consist of norn 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and DEEP LEG SLIP TRACK ATTACH 16GA. DEEP LEG SLIP TRACK ATTACH
spaced max 24 in. OC. When steel studs are used and the diorn of opening exceeds the width of C14 TO STRUCTURE W/ HILT[ .177" 0 TO STRUCTURE W1 HILTI .177'
stud cavity, the opening shall be framed on all sides using lengths of steel stud @ 16" O.C. 6" FROM TRACK ENDS
all
installed between the 0 16" O.C. & 6" FROM TRACK ENDS
vertical studs and screw-ottoched to the steel studs at each end. The framed opening in the w 1/2" SLIP JOINT SPACE BETWEEN 1/2" SLIP JOINT SPACE BETWEEN
shall be 4 to 6 in. wider and 4 to 6 in, higher than the diam of the pene TRACKS; FILL VOID W1 FIRE TRACKS; FILL VOID W/ FIRE
trating item such that,
when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the
REISISTIVE MATERIAL
REISISTIVE MATERIAL
penetrating item and the froming on all four sides.
5/8" TYPE 'X' GYP. 8D. TYPICAL 5/8" TYPE 'X' GYP. BD. TYPICAL
8, Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type,
EACH SIDE; ATTACH VERTICALLY WITH EACH SIDE; ATTACH VERTICALLY WITH
thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual NO. 6 DRYWALL SCREWS 0 8" O,C. AT NO. 6 DRYWALL SCREWS @ 8" O.C. AT
U300 or U00 Series Design in the UL Fire Resistance Directory. Max diarn of opening is 32-1/4 in. PERIMETER & 12" O.C. AT THE PERIMETER & 12" O.C. AT THE
INTERMEDIATE STUDS. 3 5/8" x 20 GA. INTERMEDIATE STUDS. 3 5/8" x 20 GA.
for steel stud walls. Max diom of opening is 14-1/2 in. for wood stud walls. CL n
The F Rating of the firestop system is equal to the fire rating of the wall assembly. 0 0
2. Th rough- Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or ry ry
eccent6colly within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may ry ry
0 EXISTING SUSPENDED ACOUSTICAL 0 EXISTING SUSPENDED ACOUSTICAL
be installed with continuous point contact. Pipe, conduit or tubing may be installed at an ongle not greater A TILE 0 REWORK PER CEILING 6/A-4
or tubing to be rigidly supported on both sides of wall V
than 45 degrees from perpendicular. Pipe, conduit ry
A assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: r1K INSULATE TO MATCH EXISTING
�,A CONSTRUCTION CONDITION CD
A. Steel Pipe -- Norn 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe Nom 30 in. diarn (or smaller) cost or ductile iron pipe. 3 5/8" X 18 GA STL. STUDS EXISTING STL. STUDS
C. Conduit -- Nom 4 in diarn (or smaller) steel electrical metallic tubing or 6 in. diom steel conduit. @ 16" O.C.
D. Copper Tubing Nom 6 in. diarn (or smaller) Type L (or heavier) copper tubing,
< TOPSET RUBBER BASE < TOPSET RUBBER BASE
E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe.
ry
3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the BOTTOM TRACK ATTACH TO BOTTOM TRACK ATTACH TO
annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and
POWER DRIVEN FASTNER 0 24" O.C. POWER DRIVEN FASTNER 0 24" O.C.
wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces
of wolf
HILTI CONSTRUCTION CHEMICALS, DIV OF 4*
(E) CONC. SLAB (E) CONC. SLAB
YL us U.B.C. TABLE 7-A, 16-1.1 U.&C. TABLE 7-A, 16-1.1
C 9� PARTITION
PENETRATION @ RATED WALL ONE-HR RATED PARTITION EXTENSION TO CONIC. DECK
ISSUED DRAWING LOG:
DATE: MARK: ISSUED FOR:
07/2DI05 PLAN CHECK
Russarch as author of these docunmft
reserves Its common statutory &
copyright laws. These documents am
considered Instruments of service. The
client aggr*es not to use these drawings
and electronic files for other then the
projed It was Intended for or without
written authorization from Russarch and
aggrees to Indemnify and hold hamdass
Russarch from liabilities arlang from
misuse of these docurneft.
CAD FILE:
COPYRIGHT: RUSSARCH
SHEET TITLE:
DETAILS
SHEET NO.:
A=5
5 Of 6 sheets
L PROJECT NO: 1147
l
4 �
-9
O" ^ ` 8"
m
S DOOR SIGN
WOMEN'S
ACCESSIBILITY SIGNAGE
'
SCALE: 1-1/2"" � = 1-0"
FRONT ELEVATION SIDE ELEVATION
.
.. 2-8^ (E) ._
3" HIGH RASED WHEELCHAIR LOGO
1" LETTER HEIGHT; RAISED 1/32"-TYP.
GRADE #2 BRAILLE
CLEAR ACRYLIC PLASTIC, TYP.
OPAQUE WHITE ACRYLIC
PLASTIC BACKING, TYP.
PAINT BACKGROUND ON
INTERIOR FACE OF CLEAR
PLASTIC, TYP.
RADIUS CORNER5, TYP.
SUBSURFACE IMAGE TO BE
CENTERED ON SIGN
1/2° WIDE BORDER-TYP.
NOTE:
ATTACH SIGN TO DOOR USING /3\
THREE COUNTERSUNK FLATHEAD
WOOD SCREWS WITH ADHESIVE;
MOUNT SIGN CENTERED ON DOOR
AND 60" ABOVE FINISH F
STAINLESS STEEL BACK PANEL
EXISTING BARRIER FREE
STAINLESS STEEL DRINKING
FOUNTAIN
EXISTING ALCOVE WALL
F LMI N
EXISTING
ACCESSIBLE DRINKING FOUNTAIN
SCALE: 1/2^=1'-0^
LIM
M|M|M0N CLEAR
FLOOR SPACE
DOOR -REFER TO DOOR SCHEDULE
FOR TYPE
DOOR S|GNAGE
SEE DETAIL 7/-
SURFACE MOUNT ROOM
ACCESSIBILITY IDENTIFICATION SIGN
LOCATE AT LATCH SIDE OF DOOR
SEE DETAIL 7/-
ACCESSIBILITY SIGNAGE AT DOOR
SCALE 1/2"=1`-O"
EXISTING
TYPICAL GRAB BAR
° `
SCALE: J~=1-O~
SIDE ELEVATION 4
MAX. MIN.
18" FIN. SURFACE
SIDEWALL
^CLEARANCE
CLEARANCE -J,,
SINK PLAN URINAL PLAN TOILET PLAN
WALL
OCCURS
SIDE ELEVATION
TYPICAL ACCESSIBILITY REQUIREMENTS
EXISTING FINISH FACE
1 1/2"0 O.D. STAINLESS STEEL
GRAB BAR
{
D48" MIN, CLR. @ END DOOR
I I END DOOR
c:),
SIDE DOOR
BUILDING DEPARTMENT NOTE
FOR PREVIOUS COMPLIANCE WITH ACCESSIBILITY
(CHAPTER 10 AND 11 OF THE CBC REFER TO
PLAN CHECK #10107828. THIS ADDRESSES
PARKING, RAMPS, DOORS, SIGNAGE, RESTROOMS
ETC. I
EXISTING ACCESSIBLE CONDITION
TYPICAL MEN AND WOMEN RESTROOM
SCALE: NTS
SCALE: 1/4" = 1^-0"
9'-4" EXISTING
_Q� <---, V
_
|
wX
ISTING
m
COUNTER TOP AT
f35" HIGH AND
~D \
( ' UNDERSIDE OF
\ o / COUNTER IS AT
/ f29" HIGH
UJ LLJ > UJ Q
T "04 ��_4 T --c"i
AN
WALL SIGNS SEE 5
ACCESSIBILITY
��/�[-��C�|[�i| |7-\/ K]/l-�[���
��\/��[-~����[}|L-| i | NOTES
[�~�
1. Sanitary facilities identification
o. Doorways leading to sanitary facilities shall be identified by 1/4" thick, symbols centered on
the door, OQ^ high, with contrasting colors.
b. Men'o symbol is 12" equilateral triangle pointing up.
c. Wurnen`o symbol is 12" diameter circle.
2. Toilet room accessories
a. Mirrors - nnnxirnurn 40" above floor to bottom.
b. Toilet tissue dispensers to be mounted within 12" from the front edge of the toilet oaot
o. Operating parts of dispensing and disposal fixtures (towels, *nate' coin $|otn, etc.) are to
be within 40" of floor.
3.Woter closets
n. The height measured to the top of the toilet seat aho|( be 17''-19" above Moor.
b. Rush controls to be mounted on wide side of toilet area; rnVxirnurn height 44", maximum
operating force 5 {bo and requiring no tight 9rosping, pinching or wrist twisting.
4.Lovotor|aa
o30" X 40" n|aor floor space is required for forward approach. 30" floor space may adjoin
or overlap mooeaa|b|e route.
6. Space beneath lavatories to be min/mum 29" high be 30" wide by 8" deep at Lop and 9"
high by 30" wide by 17" deep at bottom,
n. Hot water and drain pipes to be insulated.
d. Faucet controls and operating mechanism (operable with one hand) oho|| be of the type
not requiring tight grosp7ng, pinching or twisting of the wrist with on operating force not
exceeding o|os.
e. Self closing vn|von to remain open for at least 10 seconds.
5. URINALS
o. One with 14" deep elongated rim to be o maximum of 17" above floor must be provided.
b. Flush controls to be operable by handle with o maximum force of 5 |ba and located at
44" nDnXinnWnl above floor.
b. ENTRANCES
a. All primary entrances to buildings shall be made accessible to the physically handicapped.
b. Hand activated foor opening hardware to be mounted between 36" and 44" above the
floor and shall be operable with o single effort by lever type hardware,
c Maximum effort to operate exterior and interior doors shall not exceed 5 pounds, with
such pull or push effort being applied at right angles to hinged doors and at the center
plane of sliding or folding doors. Compensation devices or automatic door operators may
be utilized to meet the above standards. When fire doors are required, the nnnxirnupn effort
to operate the dour may be increased to the minimum allowable by the appropriate
administrative authority, not exceed 15 pounds /1133b.2,5\
d. The bottom 18" of all doors (except sliding and outumot/n\ shall have n smooth
uninterrupted surface.
o. All doorways ehn|| have o minimum 32" n|mor opening when the door position is at SO
degrees to the closed position.
t One door of o poir of doors aho|| meet the rnininnunn width requirements.
g. Woxinnurn height of threshold to be 1/2" Maximum vertical change at edge is 1/4" with
a maximum bevel of 1: 2,
h. Grating at wo|ha ohoU have 1 /2" nnox|rnurn opening in the direction of travel.
i. Provide o O` VV X 5' rn/ninurn landing on the walk n|dv of doors that awing toward the
walk.
j, Walks nhoU extend 24- to the akje of strike edge of door that owing toward the walk.
k. All building entrances accessible to and usable by physically handicapped ohnU be
identified with at least one standard sign with additional directional signs as required.
7. SIGNAGE
o. The international symbol of accessibility ahoU be the standard used to identify facilities
that are accessible to and usable by physically handicapped persons.
6.The symbol shall consist of o white figure on o block background.
c. Contracted grade 2 Braille nhoU be used *here Braille symbols are specifically required in
other portions of these standards. Dots shall shall bo{\1 inch on center in each cell with
0.2 inch in between cells. Dots shall be raised o rninirnurn of 0.025 inch above the
background.
d. Letters and numbers on signs shall have o width to height ratio between 1:5 and 1: 1O.
e. Characters and oynhWa ohoU contrast with their background, Either light characters on o
dark background or dark characters on o light background,
8. WALKS AND SIDEWALKS
o. Walk and sidewalk surfaces ahoU be slip -resistant as follows:
1. Surhzoom with o slope of |eae than 0% gradient ohoU be at least slip -
resistant as that described as o medium salted finish. /1133B7.1\
2. Surfaces with slope of @% or greater gradient shall be slip -resistant.
,~
b. When the slope in the direction of trovel of any *o|k exceeds 1 vertical to 20
D-_~^/ horizontal, in shall comply with the provisions of section 1133B.5 as o pedestrian romp.
o. Wo|h and sidewalk surface cross slopes mhoU not exceed 1/4" per fnnL
8. RAMPS
o. Doors in any position shall not reduce the minimum dimension of the romp landing to
|ean than 42' and ohoU not reduce the required with by more than J" when fully open
0O3.3.4.4\
b. All romp landings mh(d| be level with maximum slope in any direction not to exceed
2% slope.
o. At bottom and intermediate |ondinga, the width aho|| be at least the some as
required for the romp /1133135.4.5\
10. FLOORS AND LEVELS
o. in buildings and fooi|it|es, floors of o given story oho|| be o common level throughout,
or mho|| be connected by pedestrian romps, passenger elevators, or apoo|oi onoasu lifts.
b. Ground and Moor surfaces along oocenoib|o routes on in accessible rooms and mp000s.
including floors, wo|ks, romps stoir$, and curb romps, shall be stable, firm, and
slip-res|stont (1120B.2 8c11248.1)
c. If carpet or carpet tile is used on o ground or floor surface, it shall be securely
attached; have o firm cushion, pad or backing or no cushion or pod: and have n level
loop, textured loop, level out pile, or level out/uncut pile texture. The nnoxhnurn pile height
ohoU be 1/2" Exposed edges of carpet ohoU be fastened to fluor surfaces and have trim
o|mng the entire |angth oexpose d edge. Corpet edge tr|rn shoU comp wi sec ton
/1124B.3\
11. STAIRWAYS
o. All tread surfaces ahoU be slip -resistant. Weather exposed etoho and their approaches
ohoU designed so that water will no accumulate on walking surfaces. Treads shall have
smooth rounded` or nhonnfnred exposed edges, and no abrupt edges at the nosing (lower
front edge) /113384.5.1\
12. ELECTRICAL
o. The center of junction box for electrical and communication system receptacle outlets
ohoU be installed at an accessible location meeting the clearances and reach range
requirements of section 11188 and not less than 15" above the floor or working platforms.
/11178.6.3\
b. The center of the grip of the operation handle of control or switches intended to be
used by the occupant of the room or area to control lighting and receptacle outlets,
appliances, or cooling . heating, and ventilation equipment aMoU meet the requirements or
port 2' California Building Code (CBC)' Section 11188. Space allowance and reach ranges,
for persons with disabilities and ohoU not be more than 48" above the floor or working
platform.
c The center of fire o(orrn initiation devices (boxes) eho|| be located 48" above the /ovel
of the floor, working p|otforrn, ground aurhooe, or sidewalk.
12' MULTIPLE ACCOMMODATION SANITARY FACILITIES
o. Water closet compartment shall be equipped with o door that has on outnnnotio closing
device, and nho|| have o clear, unobstructed ipening width or 32" when located at the end
and 34" when located at the side with the door positioned at on angle or 90 degrees
fronn its closed position. /111587.1.4\
b. When standard comportment doors are used, with onn[ninnunn O^ o\nonznoa for footrests
undeneath and o self closing device, clearance at the strike edge, on specified in section
1133b.2.4.3` is not required. 56.7.1
o. The inside and outside of the comportment door $hoU be equipped with o loop or
U-shaped handle immediately below the latch. The latch shall be flip over style' a||ding, or
other hardware not requiring the Voor to gasp or twist (1115B7.1.4)
d. Exept for door opening widths and doors swings, a clear unobstructed access not |nms
� than 44" shall be provided to water closet compartments designed for use by persons with
dYoobiUUeo and the space immediately in front of o water closet compartment shall be not
less than 48" as measured at right angles to compartment door in its closed position.
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�
DATE: MARK: ISSUED FOR:
07/20/05 PLAN CHECK
(�
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ostosm A P. C. REVISIONS
`
-�
'
`
Russarch as author of these documents
reserves Its common statutory&
copyright laws. These documents are
.�
considered Instruments of service. The
'
,
client aggrees not to use these drawings
and electronic flies for other than the
. ^
/
project It was Intended for or without
written authorization from Russarch and
aggrees to Indemnify and hold harmless
Russarch from liabilities arising from
J'
misuse of these documets.
�
'
�
�
CAD FILE:
�
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COPYRIGHT: RUSSARCH
|�
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'
SHEET TITLE:
'
ACCESSIBLE
PLANSO ELEVATIONS
AND DETAILS
'
SHEET NO,:
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