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OWINl~IR:
CITY OF CORONA
Fire Department
135 IP1.111biloie ~!l!f®1ty Way
Cc1!'@111l!l!, CA 92818
7reie1P111@111le «951) 136-2221!)
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(9)51) 136-2~1M
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Located at
735 Pulb~~c Safety ay
Corona~ C ,TITTj''"'· 9287~
AIRCIHll7r~C7r~/~INIG!INl~~IR~:
Butte,ijeld Stage Square r,;;.,
Shopp on~ Cen1er 'l;:;'
Pep Boys Auto @
Union Bank @
Corona Fire Station #2 ®
SITE DATA
APN.
ZONE.
LAND USE.
SITE AREA .
. 119-220-038-2
U (UTILllY)
U (UTILllY)
. 1,305,058± S.F. (29.96± ACRES)
LEGAL DESCRIPTION
RECORDED BOOK / PAGE: MB 6/20 SB
SUBDIVISION NAME: AUBURNDALE COLONY & TOWNSITE
LOT /PARCEL: 4, BLOCK: P
NOTE:
THIS BUILDING WAS ORIGINALLY APPROVED BY THE
CITY ON 7/30/2012 UNDER ACTIVITY #B12-00853.
CODE ANALYSIS - 2019 CBC
ALL CONSTRUCTION SHALL MEET 2019 CBC, CFC, CPC,
CMC, CEC & CITY ORDINANCES.
EXISTING USE:
EXIST EOC DORM ROOM #217 (B OCCUP.).
EXIST SMALL CLASSROOM #242A (B OCCUP.)
EXIST CUBICLE AREA (B OCCUP.) ...
EXIST TRAVIS OFFICE (B OCCUP.) ..
NEW USES:
NEW MEN'S RESTROOM #217 (B OCCUP.).
NEW OFFICE #1 (B OCCUP.}
NEW OFFICE #2 (B OCCUP.).
NEW OFFICE #3 (B OCCUP.).
NEW OFFICE #4 (B OCCUP.) ... .
NEW OFFICE #5 (B OCCUP.) ... .
NEW RECEPTION AREA (B OCCUP.).
NEW CUBICLE AREA (B OCCUP.) .
TOTAL T.I. AREA (INCLUDES CEILING RE-WORK) .
(BUILDING FOOTPRINT DID NOT CHANGE)
. 166 S.F.
.... 801 S.F.
...... 160 S.F.
. .154 S.F.
. ...... 166 S.F.
. 222 S.F.
. .... 160 S.F.
. 134 S.F.
. 134 S.F.
. 134 S.F.
. 64 S.F.
. 159 S.F.
.1,327 S.F.
PETTIT
1181 IP@l11fil@l11la !Adi, ~t~ [l)
COD"l0111l!l!, CA 9)2818
7reliBIPl1i@M (Sl51) 136-8161
&
SHEET INDEX
ARCHITECTURAL
T-1
G-1
G-2
D-1
D-1.1
A1.0
A1.1
A2.0
A2.1
A-2.2
A-3
A-4
TITLE, VICINITY MAP & SITE DATA
GENERAL NOTES, SYMBOLS & ABBREVIATIONS
EXITING PLANS
DEMOLITION FLOOR PLANS
DEM C PLANS
OVERALL SITE PLAN - REFERENCE ONLY
PARTIAL SITE PLAN - REFERENCE ONLY
OVERALL 1 T FLOOR PLAN - REFERENCE ONLY
VERALL 2nd FLOOR - REFERENCE ONLY
ENLARGED FLOOR PLANS
REFLECTED CEILING PLANS
DETAILS
I 111 11111111 1111 11 1
Rel'flir and Smog
;;; Ganah l Lumber @ EXISTING CONSTRUCTION
@ Honda Cars of Corona
@ Mil l Creek
~-~corona Freew ~Y
r..Animal Medical
--;..:; Center of Coron.fl
Sollero Pl
~
0 u
W 2nd St
IJJ~rside FIJI,:
W 2nd S!
VICINITY MAP
N.T.S.
Kabob Hut! @ !
I
\
North Meinrn
Corona Metrolinkt:I
lYPE V-B. EXISTING OVERALL BUILDING OCCUPANCY IS B
WITH AUTOMATIC FIRE SPRINKLER SYSTEM. EXISTING
CONSTRUCTION IS METAL STUD WALLS W/ GYPBD AND
EXTERIOR CONCRETE WALLS.
PROPOSED NEW WORK
CONVERTING EXISTING DORM ROOM INTO NEW MEN'S
RESTROOM & OFFICE TENANT IMPROVEMENT. NEW
CONSTRUCTION WILL BE lYPE V-B, METAL STUD WALLS W/
GYPBD & B OCCUPANCY.
T E .I. W LL MEET TITLE 24 ENERGY / GREEN CODE
REQUIREMENTS. CLIENT / CONTRACTOR TO PROVIDE
MECHANICAL, PLUMBING & ELECTRICAL AS-BUILTS FOR
SUBMITTAL/PLANCHECK REVIEW SEPARATELY FOR APPROVAL.
NOT A PART OF THIS APPROVAL:
1. FIRE SPRINKLERS (AS NEEDED FOR REMODELED
AREA).
CONTRACTOR TO SUBMIT SEPARATE DETAILED
FIRE SPRINKLER PLANS FOR ALTERATIONS FOR
REVIEW AND APPROVAL.
2. FIRE ALARM SYSTEM. CONTRACTOR TO SUBMIT
SEPARATE DETAILED FIRE ALARM PLANS FOR
ALTERATIONS FOR REVIEW AND APPROVAL.
CONTRACTOR TO USE LICENSED FIRE ALARM
CONSULTANT.
3. SECURITY ALARM SYSTEM.
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OWNERLCLIENT
CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG - 2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
TTilE SHEET, VICINITY MAP
& SITE DATA
DATE 8/13/22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE PS SHOWN
DRAWING No. 22-049
T-1
REV. 01
ABV.
A.F.F.
A.F.G.
A.P.
A.D.
ACOUS
ACPL
ACT
ADD
ADH.
ALT.
AL.
ALLOW.
ANC.
A.B.
&
L
ANOD.
APRX.
ARCH.
ASPH
A.C.
AUTO
AVE.
BSMT.
BM.
B.M.
B.N.
B.O.
B.O.F.
BTWN.
BLK.
BLKG.
BD.
B.W.
BOT.
BRK.
BLDG.
BUR
BB
C
CAB.
CANT.
CPT.
C.I.
C.I.P.
C.B.
CLKG.
CLG.
CEM.
CPL
CL
CT
CL
C.N.
c.o.
CLR.
COL.
CONC.
C.M.U.
CONST.
C.J.
CONT.
d
L:,.
~. DIA.
DEM.
DEPT.
DIT
I xx 1 ~c-- RooM NUMBER
~ "-(-- DOOR NUMBER
0 ~(-- WINDOW
@ ( DITAIL NUMBER
~ <-(-- SHEIT ON WHICH DITAIL OCCURS
- - ----lt-- - - "-(-- CENTER LINE
Gp 0- , "-(-- STRUCTURAL GRID LINES -r
X
X ( NUMBER OF CHANGES ON THIS SHEIT
UNDER THIS REVISION NUMBER
~(-- REVISION NUMBER
~ ( BLDG. OR DITAIL SECTION NUMBER
~ ~(-- SHEIT ON WHICH
SECTION OCCURS
.J;- ~ BLDG. OR DITAIL SECTION NUMBER Xx
,x 1 ( SHEIT ON WHICH
"' SECTION OCCURS
~ DITAIL LOOKING UP
~ DITAIL LOOKING LEFT
SYMBOLS
ABOVE
ABOVE FINISH FILOOR
ABOVE FINISH GRADE
ACCESS PANEL
ACCESS DOOR
ACOUSTIC, ACOUSTICAL
ACOUSTICAL PLASTER
ACOUSTICAL TILE
ADDITION
ADHESIVE
ALTERNATE
ALUMINUM
ALLOWABLE
ANCHOR, ANCHORAGE
ANCHOR BOLT
AND
ANGLE
ANODIZED
APPROXIMATE
ARCHrTECT, ARCHITECTURAL
ASPHALT
ASPHALT CONCRITE
AT
AUTOMATIC
AVERAGE
BASEMENT
BEAM
BENCH MARK
BOUNDARY NAILING
BOTTOM OF
BOTTOM OF FOOTING
BETWEEN
BLOCK
BLOCKING
BOARD
BOTH WAYS
BOTTOM
BRICK
BUILDING
BUILT-UP ROOFING
BULLCTIN BOARD
COMPACT PARKING SPACE
CABINIT
CANTILEVER
CARPIT
CAST IRON
CAST IRON PIPE
CATCH BASIN
CAULKING
CEILING
CEMENT
CEMENT PLASTER
CENTER LINE
CERAMIC TILE
CHAIN LINK
COMMON NAIL
CLEANOUT
CLEAR, CLEARANCE
COLUMN
CONCRITE
CONCRITE MASON RY U NrT
CONSTRUCTION
CONSTRUCTION JOINT/
COLD JOINT
CONTINUOUS
PENNY (NAIL WEIGHT)
DELTA
DIAMCTER
DEMOLITION, DEMOLISH
DEPARTIMENT
DITAIL
DIAG.
DIM.
DIV.
DO
DR.
DBL.
DN.
DS.
DWG.
D.F.
EA.
E.W.
ELEC.
E.P.
EL., ELEV.
E.N.
ENCL.
ENGR.
E.O.
EQ,
EQUIP.
EST.
EXH.
(E)
EXIST.
E.J.
EXP
EXT
F.O.C.
F.O.M.
F.O.S.
FT.
FTG.
FIG.
FIN.
F.E.
F.E.C.
F.D.
F.F.L.
F.H.
F.H.C.
F.H.R.
FIXT.
F.L.
FPRF.
FTG.
GAL.
GALV.
G.I.
G.
GKT.
GA.
GL.
G.L.B.
GLU. LAM.
GYP.
GP. BD.
HW.
HWD.
HDR.
HTG.
HVAC.
HT.
H.P.
H.C.
H.M.
HORIZ.
HR.
DIAGONAL
DIMENSION
DIVISION
DITTO
DOOR
DOUBLE
DOWN
DOWN SPOUT
DRAWING
DRINKING FOUNTAIN
EACH
EACH WAY
ELECTRIC, ELECTRICAL
ELECTRICAL PANEL
ELEVATION
EDGE NAILING
ENCLOSE, ENCLOSURE
ENGINEER
EDGE OF
EQUAL
EQUIPMENT
ESTIMATE
EXHAUST
EXISTING
EXISTING
EXPANSION JOINT
EXPOSED
EXTERIOR
FACE OF CONCRCTE
FACE OF MASONRY
FACE OF STUD
FOOT, FEIT
FOOTING
FIGURE
FINISH
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINIT
FILOOR DRAIN
FINISH FILOOR LEVEL
FIRE HOSE/
FIRE HYDRANT
FIRE HOSE CABINET
FIRE HOSE RACK
FIXTURE
FILOW LINE
FIREPROOF
FOOTING
GALLON
GALVANIZED
GALVANIZED IRON
GAS
GASKIT, GASKCTED
GAUGE
GLASS, GLAZING
GLUED LAMINATED BEAM
GLUED LAMINATED
GYPSUM
GYPSUM BOARD
HARDWARE
HARDWOOD
HEADER
HEATING
HEATING/VENTILATING/
AIR CONDITIONING
HEIGHT
HIGH POINT
HOLLOW CORE
HOLLOW MITAL
HORIZONTAL
HOUR
H.B.
H.W.
IN.
INCL.
INFO.
I.D.
INSUL.
INT.
IPW
JAN.
JT.
JST.
JCT.
J.B.
KCPL
KIT.
LAB.
LAM.
LAV.
LTG.
L.F.
LOC'N
LVR.
MACH.
M.B.
MH.
MFR.
M.O.
MATL.
MAX.
MECH'L
MTL
ML
MEZZ.
MIN.
MISC.
MPH
NAT.
(N)
NOM.
N.
N/A
N.I.C.
N.T.S.
#
No.
OFF.
o.c.
OPNG.
O.D.
o/
PR.
PNL.
PTN.
PVMT.
%
PERP.
PLAM
PL.
PLCS
PLUMB.
±
PLYWD.
PT.
P.O.C.
P.V.C.
P.C.C.
HOSE BIBB
HOT WATER
INCH
INCLUDE
INFORMATION
INSIDE OIAMCTER
INSULATE, INSULATED, INSULATION
INTERIOR
INSULATED PANEL WALL
JANITOR
JOINT
JOIST
JUNCTION
JUNCTION BOX
KEENE'S CEMENT PLASTER
KrTCHEN
LABORATORY
LAMINATE, LAMINATED
LAVATORY
LIGHTING
LINEAR FOOT/FIEIT
LOCATION
LOUVER
MACHINE
MACHINE BOLT
MANHOLE
MANUFACTURE, MANUFACTURER
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL
MITAL
MITAL LATH
MEZZANINE
MINIMUM
MISCELLANEOUS
MILES PER HOUR
NATURAL
NEW
NOMINAL
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
NUMBER, POUND
NUMBER
omcE
ON CENTER
OPENING
OUTSIDE DIAMITER
OVER
PAIR
PANEL
PARTITION
PAVEMENT
PERCENT
PERPENDICULAR
PLASTIC LAMINATE
PLATE, PROPERTY LINE
PLACES
PLUMBING
PLUS OR MIN US
PLYWOOD
POINT
POINT OF CONNECTION
POLYVINYL CHLORIDE
PORTLAND CEMENT CONCRITE
P.L.F. POUNDS PER LINEAR FOOT
ARCHITECTURAL ABBREVIATIONS
Fl
P.S.F.
P.T.
R/RAD.
RWD.
REF.
REM.
REQ.
R/W
RFG.
RM.
R.O.
RND.
SAN.
SCHED.
SECT.
SHTG.
SHT.
S.M.
SIM.
s.c.
SPEC.
SQ.
S.F.
S.S.
STD.
STA.
STL.
STOR.
ST.
STR., STR'L
SUSP.
SW.
SYM.
T&B
TKBD.
TEL.
T.V.
TEMP.
THK.
T.O.
T.O.C.
T.O.D.
T.O.P.
T.O.S.
T.O.W.
T.U.P.
TYP.
U.N.O.
V.I.F
V.T.R.
V.T.W.
VENT.
VERT.
VEST.
VCT
V.T.
VSF
WSCT.
w.c.
W.H.
WP.
WP.
W.W.F.
WDW.
W/
W/0
WD.
W.I.
PROPERTY LINE
POUNDS PER SQUARE FOOT
PRESSURE TREATED
RADIUS
REDWOOD
REFERENCE
REMOVE
REQUIRED
RIGHT OF WAY
ROOFING
ROOM
ROUGH OPENING
ROUND
SANITARY
SCHEDULE
SECTION
SHEATHING
SHEIT
SHEIT MITAL
SIMILAR
SOLID CORE
SPECIFICATION, SPECIFICATIONS
SQUARE
SQUARE FOOT, SQUARE FEIT
SELECT STRUCTURAL,
STAINLESS STEEL
STANDARD
STATION
STEEL
STORAGE
STREIT
STRUCTURAL
SUSPENDED
SWITCH
SYMMITRICAL
TOP AND BOTTOM
TACKBOARD
TELEPHONE
TELEVISION
TEMPERATURE/
TEMPORARY
THICK, THICKNESS
TOP OF
TOP OF CONCRCTE
TOP OF DRAIN
TOP OF PARAPIT
TOP OF STEEL
TOP OF WALL
TILT-UP PANEL
TYPICAL
UNLESS NOTED OTHERWISE
VERIFY IN FIELD
VENT THRU ROOF
VENT THROUGH WALL
VENTILATE, VENTILATION
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
VINYL TILE
VINYL SHEIT FLOORING
WAINSCOT
WATER CLOSIT
WATER HEATER
WATERPROOF, WATERPROOFING
WEATHERPROOFING
WELDED WIRE FABRIC
WINDOW
WrTH
WrTHOUT
WOOD
WROUGHT IRON
GENERAL NOTES
1. All work shall comply with the applicable requirements of the City of Corona, State of California, and other applicable governing codes and building
ordinances, and the 2019 edition of the California
Building Code.
2. PERMrTS: The general building permit and plan
check fee shall be secured and paid for by the Owner. All other permits shall be taken out and paid for by the Contractor directly responsible.
3. SUBSTITUITION: No substitutions shall be made
without the Owner's and Architect's written approval.
4. INTENTION: The intention of the documents is to
include all labor, materials, equipment and transportation necessary for complete and proper execution of the work.
5. CHANGES: The Owner may order extra work or
make changes by altering, adding to, or deducting
from the work; the contract sum being adjusted
accordingly.
6. CUTTING AND PATCHING: All trades shall do their
own cutting, fitting, patching, etc., to make the
several parts come together properly and fit to
receive or be received by work of other trades.
7. SCOPE: All trades shall furnish all labor, equipment, materials, and perform all work necessary, indicated, reasonable, inferred or required by any code with jurisdiction to complete their scope of work for
a complete and properly finished job.
8. CLEAN-UP: All trades shall, at all times, keep the
premises free from accumulation of waste materials
or rubbish caused by their work.
9. TEMPORARY TOILITS: The General Contractor
shall provide temporary toilet facilities for all trades until completion of the work.
10. LINES AND LEVELS: The Contractor shall be responsible for the accuracy of the building lines and levels. The Contractor shall compare carefully the
lines and levels shown on the drawings with existing levels for the location and construction of the work and shall call the Architect's attention to any
discrepancies before proceeding with the work.
11. Contractor shall verify conditions at the site and
report any discrepancies to the Architect .lml!r!;
proceeding with the work.
12. Dimensions shown on floor plans, sections, and
details ore to center of column,
grid lines, and face of concrete walls.
unless otherwise noted or indicated.
13. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Contractor, and has not been
considered by Pettit Inc. The Contractor is responsible for the stability of the structure prior to the application of all shear walls, roof and floor diaphragms and finish materials. He shall provide the necessary bracing to provide stability prior to the
application of the aforementioned materials. Observation visits to the site by Pettit Inc. shall not include inspection of the above items.
14. It shall be the responsibility of the contractor to locate all existing utilities whether shown hereon or
not and lo protect them from damage. The Contractor shall bear all expense of repair or replacement in conjunction with the prosecution of this work.
15. The Architect's review of shop drawings shall not
relieve the General Contractor or Sub-Contractor
from responsibility for deviations from the drawings
or specifications unless he has, in writing, called the Architect's attention to such deviations at the time
of submissions, nor shall it relieve him from the
responsibility for errors of any sort in the shop
drawings.
16. Framing Contractor shall check and verify size and
location of plumbing runs with Mechanical
Contractor before framing walls, floors, etc.
17. Provide stiffeners, bracing, back-up plates, etc .. as required at stud walls for support of toilet room
fixtures or other equipment.
18. Door locations not established by dimension shall be centered in wall or 511 from finish wall to finish jamb where feasible.
19. Comply with CBC for pedestrian protection during
construction.
20. Sizes of mechanical equipment pad bases ore approximate only. Contractor shall verify dimensions of all pads and bases with equipment manufacturers.
21. Contractor to obtain CAL-OSHA permit for construction.
22. Not used.
23. Suspension system shell provide for ceiling, lighting fixtures and air conditioning diffusers. Provide
independent framing and attachments to structure,
adequate to support the ceiling system where ductwork interferes with normal suspension or attachment of hangers or framing to ductwork is prohibited.
24. Where gypsum board layers differ, studs are to be
offset to permit a continuous smooth finish line in
all corridors or where such conditions occur.
25. Maintain egress and access to building at all times. Do not close or obstruct entrance access.
GENERAL NOTES (cont)
26. All exits shall hove signs and all blind corridor turns shall have directional exit signs.
27. All exit doors shall be openable from the inside
without the use of a key or any special knowledge
or effort.
28. All exterior doors shall limit air leakage around their perimeter when in a closed position.
29. Open exterior joints around window and door
frames, joints between walls and foundations, joints
between walls and roof, joints between wall panels,
and joints at penetrations of utilities through the
envelope shall be sealed, caulked, or weatherstripped to limit air leakage.
30. Panic hardware shall be provided on all exit doors
serving rooms, corridors, or stairways handling on
occupant load capacity of 50 or more persons.
(Title 19, State Building Code & Chapter 10, CBC)
31. Glass doors, a~ocent panels, and all glazed openings within 18 of the adjacent floor shall be of glass approved for impact hazard (tempered glass).
32. All glass lights over 6 square feet in area, within 18" of floor or grade, shall be fully tempered, or
wire glass.
33. Contractor to provide all required wiring and rewiring required to complete the proposed job.
34. All sheet metal flashings to be minimum 26 go.
galvanized steel or bonderized. (U.N.O.)
35. Door subcontractor shall field verify door opening sizes prior to ordering. Maximum effort to operate doors shall not
exceed 8 1 /2 pounds for exterior doors and 5 pounds for interior doors. Such effort shall be applied at right angles to hinged doors. Latching and locking doors shall be with a single effort by hardware designed to provide passage without the ability to grasp. Doors shall be operable from the inside without the use of a key or any special knowledge.
36. Location of all mechanical roof openings shall be
determined or verified by mechanical contractor.
37. If gas service is provided, also provide outside gas shut-off valve conspicuously marked.
38. Contractor shall verify with the proper utility company the location of all existing below ground utilities and their service connection.
39. Finish grading shall be uniformly sloped away from
the building for drainage.
40. New concrete walks shall be 4 inches thick unless
otherwise noted.
41. Building structure shall comply with Title 24 (State Building Code) "Disabled Accessibility".
42. A "Certificate of Compliance" signed by the owner,
General Contractor, Architect. or Engineer shall be
given to the Building Deportment stating that the
work has been performed and materials installed
according to the plans and specifications affecting
non-residential energy.
43. Contractor to submit samples prior to installation
to owner or Architect / Project Engineer.
44. The highest and lowest operable part of oll
controls, receptacles, end other operable equipment
shall be placed within 48" of the floor but no
lower than 15" if forward approached and within
54" but no lower than 9" if side approached.
Electrical and communication system receptacles
on walls shall be mounted no less than 15" above
the floor.
45. Controls and operating mechanisms shall be
operable with one hand and shall not require tight
grasping, punching, or twisting of the wrist. The
force required to activate controls shall be no
greater than 5 pounds of force.
PLANNING DEPARTMENT
1. All development and use of this site shall conform to the requirements of the following zone: U (Utility).
2. The project shall comply with all applicable requirements of the Corona Municipal Code (CMC) and ordinances and the relevant Specific Pion, if any, including the payment of all required fees.
3. The applicant agrees to defend, indemnify, and hold harmless the City of Corona or its agents, officers, and employees from any claim, action or proceeding against the City of Corona or its agents, officers, or employees to attack, set aside, void or annual any approval of the City of Corona, whether by its City Council, Planning Commission or other authorized board or officer. The City of Corona shall promptly notify applicant of any such claim, action or proceeding, and the City of Corona shall cooperate fully in the defense.
BLDG. DEPARTMENT NOTES
1. Access, sanitary facilities, and parking shall comply with Title 24 Disabled Access requirements.
2. Contractor shall provide separate permits for all fences, walls, and paving.
3. All contractors must show proof of State and City Licenses, and Workmen's Compensation Insurance to the City prior to the issuance of permits.
4. Business shall not open for operation prior to posting of Certificate of Occupancy issued by the City of Corona
Building Department.
5. Construction activity shall not occur between the hours of 8:00 p.m. to 7:00 a.m .. Monday thru Saturday and
6:00 p.m. to 10:00 a.m. on Sundays ond Federal
Holidays.
FIRE DEPARTMENT NOTES
1. Provide a Class "A" Roofing Material.
2. Provide a minimum twenty-five (25) foot inside and fifty (50) foot outside radius for access drives.
3. Not used.
4. Not used.
5. An approved fire sprinkler system shall be submitted to the Building Department and shall be approved by the Fire
Department prior to system installation.
6. All projects shall comply with the City of Corona Fire Department Site construction Standard. A copy of which is available ot the Fire Department Counter. Pro)ects shall have approved all weather access from two (2) directions and fire hydrants providing the required fire flow tested and accepted prior to combustible construction.
7. Provide a (1) inch = 200 foot scale of site pion prior to issuance of Certificate of occupancy to the Fire Department.
8. Fire extinguishers shall be provided prior to occupancy.
Fire extinguishers shall beor a California State Marshal's service tag; it shall be oppropriotely rated for the hazard; shall be mounted so that the top of the extinguisher is no higher than five (5) feet above floor level; ond shall be located such that travel distance to on extinguisher does not exceed seventy-five (75) feet.
9. Not used.
10. Occupant shall obtain Fire Department permits as required by CFC prior to occupancy of building.
11. Not used.
12. The Developer shall meet with the Fire Department prior to construction to determine the location of: Fire Deportment connections for sprinkler systems, post indicator valves, etc.
13. Required Fire Department access and exit doors shall not be obstructed by parking, landscaping, trash enclosures, etc., nor shall the access and exit obstruct drives.
14. Schedule a Certificate of Occupancy inspection/building final inspection prior to occupancy of this structure/improvement area.
15. Not used.
16. Drive aisle widths shall be 28' -0" minimum.
17. Separate permit required for modifications to existing fire sprinkler system. Plans for modifications to any fire extinguishing system and/or fire alarm system shall be reviewed and approved by the Fire Department prior to commencement of work on said systems.
18. Not used.
19. If Fire Department inspection is required. Inspections to be scheduled 24 hours in advance. Inspection fees to be paid at
Fire Department counter, City Hall. This fee is independent of any fees collected by the Building Department.
20. Locations and classifications of fire extinguishers shall be in accordance with 2019 CFC, Sect 906 ond placement shall be subject to approval of the fire inspector.
21. Not used.
22. Interior finish, furnishings and decorations shall meet the CFC 803 regulations.
PUBLIC WORKS DEPARTMENT
1. Any public improvements damaged during construction shall be repaired, or replaced, by the Contractor to the satisfaction of the City Engineer.
2. A Public Works Construction Permit is required for any work done within the public right-of-way. (Including underground telephone and/or electrical facilities)
3. At the time of building permit, Contractor shall comply with all applicable Building Pion Submittal Requirements (a copy is available at the public counter).
4. Contractor shall construct, repair and/or replace/missing public improvements.
5. All proposed utilities to be installed underground, as determined by the City Engineer.
6. Grading / BMP notes:
• Excavations below existing finished grade ore for footings for the construction of a building only and will be authorized by a Building Permit. • Any cut or fill shall not exceed 100 cubic yards of material nor exceed 100 foot in depth or height.
• If more than 100 cubic yards of cut and fill is being moved on the project site, a grading permit shall be required from the Public Works Dept. • We, the Architect, Engineer, Contractor and Property Owner(s) of a project herein the attached set of drawings, understand that said information will be a basis for subsequent City action on the project proposed and described hereon. We, the the Architect, Engineer, Contractor and Property Owner(s) also understand that approval of this request does not relieve us from the responsibilities to provide necessary protection to "life, limb ond property" as intended by Corona Municipal Code Section No. 15.36, which retention of a soil's engineer's service is considered an essential part of this protection. We certify that all information submitted with and within this set of drawings attached hereto is true and accurate to the best of our knowledge and belief.
• Erosion and sediment control Best management Practices (BMPs) shall be implemented and maintained to minimize and/or prevent the transport of soil from the construction site.
• Appropriate BMPs for construction related materials, wastes, spills or residues shell be implemented to eliminate or reduce transport from the site to streets, drainage facilities or adjoining properties by wind or runoff. 0 "
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CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
GENERAL NOTES, SYMBOLS
AND ABBREVIATIONS
DATE 8/13/22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
DRAWING No. 22-047
G-1
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FIRE DEPT NOTES:
1. BUILDING MATERIALS SHALL BE STORED ON SITE IN A MANNER
AND LOCATION APPROVED BY BOTH THE FIRE AND PUBLIC
WORKS DEPTS .
2. COMBUSTIBLE SCRAP MATERIALS AND SCRAP LUMBER SHALL
BE PICKED UP ON A DAILY BASIS, OR MORE FREQUENTLY, AS
REQUIRED BY THE FIRE DEPT. COMBUSTIBLIE DEBRIS SHALL
NOT BE ACCUMULATED WITHIN BUILDINGS PER 2019 CFC,
SECT 3304.2.
3. OPEN BURNING IS PROHIBITED ANYWHERE ON THE SITE
DURING CONSTRUCTION, ALTERATION OR DEMOLITION PROJECTS
PER 2019 CFC, SECT 3304.3.
4. CONTRACTOR TO FOLLOW 2019 CFC CHAPTER 33 FIRE SAFETY
DURING CONSTRUCTION & DEMOLITION FOR THE DURATION OF
THE PROJECT. PLEASE CORRECT AS NEEDED AND PROVIDE
CONSISTENCY THROUGHOUT (2019 CFC, SECT 105.4.1 ).
OFFICE EXITING PLAN
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LEGEND:
EXIST TO REMAIN
1mmmm1mmm. NEW STUD WALL
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EXIST DIRECTIONAL EXIT SIGN
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PATH OF EXIT TRAVEL
KEY NOTES
0-EXIST EXTERIOR CONG TILT-UP WALL
0-EXIST WINDOW
0--- EXIST INTERIOR PARTITION WALL
0-NEW COUNTER-TOP & SINKS
©- NEW TOILET PARTITION
©- NEW TOILET
(j)-- NEW RECEPTION COUNTER
©- RELOCATED EXIST CUBICLE
0--- RELOCATED EXIST FIRE EXTINGUISHER. SEE NOTES
#8 & 20 ON SHT G-1
®-RELOCATED EXIST EXIT SIGN. EXIT SIGN SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGN
SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE
THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE
MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.
IN ADDITION, EXISTING ILLUMINATED EXIT SIGN TO HAVE AN
INTENSITY OF NOT LESS THAN 1 FOOT-CANDLIE AT FLOOR
LEVEL.
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@-NEW ADA TOILET
CODE ANALYSIS
OCCUP. LOAD FACTOR
ROOM NAME OCCUP. FLR. AREA PER 2019 CBC,
TABLE 1004.5
NEW MEN'S RESTROOM #217 B 166 SF N/A
EXIST DANIEL OFFICE #247 B 134 SF 150
EXIST JOHN OFFICE #246 B 105 SF 150
EXIST XENTE OFFICE #245 B 197 SF 150
EXIST STORAGE ROOM B 187 SF 300
NEW OFFICE #1 (248) B 222 SF 150
NEW OFFICE #2 B 160 SF 150
NEW OFFICE #3 B 134 SF 150
NEW OFFICE #4 B 134 SF 150
NEW OFFICE #5 B 134 SF 150
NEW RECEPTOINIST B 64 SF 150
CUBICLE #1 B 93 SF 150
CUBICLIE #2 B 66 SF 150
CODE ANALYSIS NOTES:
OCCUP.
EXITS REQ. PER
2019 CBC
LOAD
TABLE 1006.2.1
N/A N/A
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1. THERE ARE NO FIRE SEPARATION WALLS REQUIRED BETWEEN B OCCUPANCIES (2019 CBC, TABLE 508.4 ).
2. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS (2019 CBC, SECT 1010.1.2.1 ) .
3. EGRESS THROUGH INTERVENING SPACES:
MEANS OF EGRESS ARE NOT PROHIBITED THROUGH ADJOINING OR INTERVENING ROOMS OR
SPACES IN A GROUP H, S OR F OCCUPANCY WHEN THE ADJOINING OR INTERVENING ROOMS OR SPACES ARE THE SAME OR A LESSER HAZARD OCCUPANCY GROUP (2019 CBC, SECT 1016.2.2, EXCEPTION).
4. MAXIMUM DISTANCE OF TRAVEL ALLOWED FOR B OCCUPANCY IS 300 FEET (2019 CBC, TABLE 1017.2).
5. FOR THIS TENANT IMPROVEMENT THE CAPACITY, IN INCHES, OF MEANS OF EGRESS
COMPONENTS HAS BEEN CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY THE TENANT IMPROVEMENT AREA BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT PER 2019 CBC, SECT 1005.3.2, EXCEPT 1.
MAXIMUM OCCUPANCY LOAD ALLOWED ON ONE 36 INCH DOOR IS 240.
6. EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36" IN WIDTH AND UNOBSTRUCTED (2019 CBC, SECT 1024.2).
DOOR NOTES:
1. MAXIMUM EFFORT TO OPERATIE DOORS SHALL NOT EXCEED 8 1 /2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS.
2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
GENERAL NOTES:
1. VISUAL EXIT SIGNS ARE REQUIRED WHENEVER TWO EXITS ARE REQUIRED, EVERY 1 DO FEET.
2. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:
- ELECTRICAL EQUIPMENT ROOMS (IF ANY).
1_,_
- FIRE PUMP ROOMS (IF ANY).
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OWNER[CLIENT
CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
EXITING PLAN &
CODE ANALYSIS
DATE BL13L22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
DRAWING No. 22-048
G-2
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EXIST DATA JACK
EXIST THERMOSTAT
KEY NOTES
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DEMOLITION NOTES
0-- EXIST CARPET, PADDING, TACK STRIP & COVE
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EXIST OUTLET TO BE REMOVED & CAPPED
<s>- EXIST DATA/PHONE JACK TO BE REMOVED &
CAPPED
<§>- EXIST FILE CABINET TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <t>- EXIST HIGH LEVEL OUTLET & DATA JACK TO BE RELOCATED. CONTRACTOR TO ADJUST WIRING AS NECESSARY PER CODE <E>- EXIST WALL MOUNTED TV TO BE RELOCATED.
CONTRACTOR TO ADJUST WIRING AS NECESSARY
PER CODE <§>-- EXIST BOOK SHELF TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <8>- PORTION OF EXIST STUD WALL TO BE REMOVED 0-- EXIST THERcOSTAT TO BE RELOCATED. CONTRACTOR
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CONTRACTOR TO ADJUST WIRING AS NECESSARY
PER CODE 0-- EXIST KEY BOX TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <8>- EXIST DOOR, HARDWARE & FRAME TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <E>- EXIST CUBICLE TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <§>- EXIST FURNITURE TO BE RELOCATED. SEE FLOOR PLAN FOR NEW LOCATION <€>- EXIST BASE CABINETRY TO BE REMOVED <§>- EXIST ELECT SWITCH TO BE REMOVED & CAPPED
EXIST WINDOW & FRAME TO BE REMOVED
<t>- EXIST EXIT SIGN TO BE RELOCATED. CONTRACTOR
TO ADJUST WIRING AS NECESSARY PER CODE
<Q>- EXIST CARD READER TO BE RELOCATED. CONTRACTOR TO ADJUST WIRING AS NECESSARY
PER CODE PORTION OF EXIST STUD WALL TO BE REMOVED TO
ACCOMMODATE FOR NEW DOUBLE DOOR <8>- EXIST FIRE EXTINGUISHER TO BE RELOCATED. SEE
FLOOR PLAN FOR NEW LOCATION
0-- EXIST EMERGENCY BUTTON TO BE RELOCATED.
CONTRACTOR TO ADJUST WIRING AS NECESSARY
PER CODE
DEMOLmON NOTES:
1. THE PLANS ON THIS PAGE ARE BASED ON A LJMITED SURVEY OF THE
EXISTING
CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS SHOWN AND BECOME FAMILIAR WITH SITE CONDITIONS PRIOR TO BEGINNING WORK.
2. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE CONSTRUCTION
AREA ELEMENTS WITHIN THE AREA OF THE NEW WORK WHICH ARE NOT A PART
OF THE NEW WORK, AND ARE NOT TO BE SAVED.
3. THE CONTRACTOR SHALL REMOVE, CAP, OR CONCEAL BEHIND FINISHED
SURFACES ANY PROJECTING OR SURFACE MOUNTED ITEMS WHICH ARE NOT A PART OF THE NEW CONDITION.
4. THE CONTRACTOR SHALL PATCH AND LEVEL THE EXISTING FLOOR SURFACE WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS.
5. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, OR OTHER SUPPORT AS REQUIRED DURING DEMOLITION.
6. PROTECT EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT TO BE DEMOLISHED.
7. CONTRACTOR TO PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS
AS REQUIRED FOR SAFETY AND IN ORDER TO PROVIDE A COMPLETE DUST FREE ENVIRONMENT.
8. PROTECT EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT TO BE DEMOLISHED.
9. PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURES, PROVIDE BRACING AND SHORING AS NECESSARY.
10. MARK LOCATION OF UTILITIES.
11. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY ENGINEER BEFORE PROCEEDING.
12. DO NOT INTERFERE WITH NORMAL BUSINESS ACTIVITIES.~
13. CONTRACTOR TO FOLLOW 2019 CFC CHAPTER 33 FIRE SAFETY DURING . '"\ CONSTRUCTION & DEMOLITION FOR THE DURATION OF THE PROJECT. PLEASE CORRECT AS NEEDED AND PROVIDE CONSISTENCY THROUGHOLIT (2019 CFC, SECT 105.4.1 ).
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CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
DEMOLITION PLANS
DATE B,:'.13,:'.22 DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
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KEY NOTES
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0- EXIST FIRE SPRINKLER HEAD
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DUCTING TO BE REMOVED & CAPPED OFF
<§>--EXIST RETURN DIFFUSER TO BE REMOVED.
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REMOVED
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<§>--EXIST SUPPLY DIFFUSER TO BE RELOCATED. SEE
CEILING PLAN FOR NEW LOCATION
<E>-EXIST CEILING SPEAKER & WIRING TO BE REMOVED.
CONTRACTOR TO REPLACE CEIING TILE WITH NEW TO
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PLAN FOR NEW LOCATION
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SEE CEILING PLAN FOR NEW LOCATION
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AS NECESSARY FOR ROOM #248 AS NECESSARY
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CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
CORONA
PROJECT TITLE
FIRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
DEMOLITION CEILING PLANS
DATE 8/13/22
DRAWN RC
JOB
CHECKED
NO. 22027
SCALE />S SHOWN
DRAWING No. 22-050
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1787 POMONA RD, STE D
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PHONE (951) 736-8161
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NOTE:
FLOOR PLAN PREPARED BY
ANOTHER COMPANY AND APPROVED
BY CITY OF CORONA IN 2007.
USED HERE AS REFERENCE TO
SHOW EXISTING WALLS.
<J1> EXISTING EMERGENCY LIGHT UNIT (BUG-EYES)
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LEGEND:
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EXIST TO REMAIN
NEW PARTITION STUD WALL: USE 2"x3 %"x20 GA
METAL STUDS @ 24" o.c. W/ (1) 5/8" TYPE
GYPBD ON EACH SIDE & R-13 BATT. INSULATION.
FLOOR TO UNDERSIDE OF CEILING
EXIST DIRECTIONAL EXIT SIGN
EXIST ELECT SWITCH
EXIST ELECT OVTLET
EXIST DATA JACK
EXIST THERMOSTAT
FOR RESTROOM ACCESSORY HEIGHTS,
SEE SHEET A-4.
11'-8 1/2"
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KEY NOTES
0- EXIST EXTERIOR CONC TILT-UP WALL
©-- EXIST WINDOW
0- EXIST INTERIOR PARTITION WALL
©- EXIST CARPET
0- EXIST FURNITURE
CD- NEW COUNTER-TOP & SINKS. CLIENT TO SELECT.
INSTALL INSTA-HOT UNDER COUNTERTOP, NEAR
SINK. CONTRACTOR TO RUN WATER LINES &
SEWER AS NECESSARY PER CODE
0- NEW ADA COMPLIANT MIRROR SELECTED BY
CLIENT
CD- SEMI-RECESSED PAPER TOWEL DISPENSER/WASTE
RECEPTACLIE. SELECTED BY OWNER
©- NEW DOOR MOUNTED TOILET SIGN PER DETAIL
5/A-4
@- WALL MOUNTED TOILET SIGN PER DETAIL
6/A-4
@- NEW WATER RESISTANT TOILET PARTITIONS & DOORS.
COLOR & TYPE TO BE SELECTED BY OWNER. ADA
STALL DOOR SHALL BE SELF-CLOSING AND PULL TO
COMPLY WITH 2019 CBC, SECT 11 B
@- ADD OPAQUE FILM/PAINT ON WINDOW GLASS FROM
WINOOW SILL TO 6' -0" HIGH ABOVE FLOOR SURFACE
@- NEW TOILET SELECTED BY CLIENT. CONTRACTOR TO
RUN WATER LINE & SEWER AS NECESSARY PER
CODE
@- NEW PARTITION MOUNTED TOILIEl-SEAT-COVER
DISPENSER & TOILET TISSUE DISPENSER (SELECTED
BY CLIENT)
@- INSTALL NEW OUTLET COVER PLATE
@- NEW ADA TOILET SELECTED BY CLIENT. CONTRACTOR
TO RUN WATER LINE & SEWER AS NECESSARY PER
CODE
@- NEW WALL MOUNTED 1 1 /2" DIA., 18 GA STAINLESS
STEEL GRAB BAR. SELIECTED BY OWNER. SEE DETAIL
8/A-4
@- RECESSED TOILET-SEAT-COVER DISPENSER & TOILET
TISSUE DISPENSER (SELECTED BY CLIENT)
@- NEW COMMERCIAL-TYPE SHEET VINYL FLOORING &
RUBBER COVE BASE. COLOR & TYPE SELECTED BY
CLIENT
@-- RELOCATED EXIST BOOK SHELF
@- RELOCATED EXIST FILE CABINET
@- RELOCATED EXIST ELECT SWITCH
@- RELOCATED EXIST HIGH OUTLET & DATA JACK.
INSTALL AT SAME HEIGHT AS EXIST ONES
@- RELOCATED EXIST TV & WALL MOUNT
@- RELOCATED EXIST THERMOSTAT
@- RELOCATED EXIST DOOR, HARDWARE & FRAME
@- NEW ELECT OUTLET. CONTRACTOR TO RUN
WIRING AS NEEDED PER CODE
@-- NEW PHONE/DATA JACK. CONTRACTOR TO RUN
WIRING AS NEEDED PER CODE
@- NEW ELECT SWITCH. CONTRACTOR TO RUN
WIRING AS NEEDED PER CODE
®- NEW OFFICE FURNITURE SELECTED BY CLIENT
®- NEW RECEPTION COUNTER SELECTED BY CLIENT
@- RELOCATED EXIST KEY BOX
®- RELOCATED EXIST EMERGENCY BUTTON
®- RELOCATED EXIST EXIT SIGN
®- RELOCATED EXIST CARD READER
@- INFILL EXIST OPENING WITH NEW STUDS, GYPBD &
BATT INSUL TO MATCH EXIST WALL THICKNESS.
MATCH EXIST TEXTURE FINISH & COLOR
®- NEW MAN-DOOR, MATCH EXIST SIZE, TYPE,
HARDWARE & DOOR FRAME
@- NEW (2) 3' -o• WIDE DOOR, MATCH EXIST DOOR
HEIGHT, LEVER BOTH SIDES, GLASS ON BOTH
LEAFS TO MATCH EXIST ENTRY DOOR. LATCH.
DOOR FRAME TO MATCH EXIST.
®- NEW CUBICLE TO MATCH EXIST TYPE, HEIGHT
& COLOR
@- RELOCATED EXIST CUBICLIE
@- RELOCATED EXIST FIRE EXTINGUISHER
NOJES•
1. CONTRACTOR TO PATCH CARPET VOIDS WITH NEW CARPET
TO MATCH EXIST TYPE & COLOR. COORDINATE WITH CLIENT,
2. ELECTRICAL SHOWN AS REFERENCE. CONTRACTOR TO SUBMIT
ELECTRICAL AS-BUILT TO BUILDING DEPT FOR REVIEW &
~PPROVAL.
3. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOORS,
FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED
AS REQUIRED IN CBC SECTIONS 714.3 & 714.4.
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OWNERLCLIENT
CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FlRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
FLOOR PLANS
DATE BL13L22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
DRAWING No. 22-045
A-2.2
REV. 01
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ROOM
LEGEND:
EXIST TO REMAIN
tmmmmm1mm. NEW PARTITION STUD WALL. CONTRACTOR TO
ADD 2x DIAGONAL BRACING. SEE DETAIL
11/SHT A-4
l~ I EXIST DIRECTIONAL EXIT SIGN
I EXITI RELOCATED LIGHTED EXIT SIGN
EXIST 2'x2' SUSPENDED CEILING
(+X'-X") ; CEILING HEIGHT
KEY NOTES
0- EXIST EXTERIOR CONG TILT-UP WALL
0- EXIST WINDOW
0- EXIST INTERIOR PARTITION WALL
0- EXIST FIRE SPRINKLER HEAD
0- EXIST CEILING SPEAKER
©- EXIST SUPPLY DIFFUSER
(j)-- EXIST RETURN DIFFUSER
©- NEW SOLID CEILING: USE % " THK GYPB
ATTACHED TO NEW 2x CEILING JOISTS. TEXTURE
FINISH & COLOR SELECTED BY CLIENT
0- NEW CEILING MOUNTED LIGHT FIXTURE SELECTED
BY CLIENT. CONTRACTOR TO RUN
CONDUIT/WIRING TO NEW FIXTURES PER CODE
®- NEW BATHROOM EXHAUST FAN WITH BDD &
ROOF /WALL CAP (SELECTED BY CLIENT) .
CONTRACTOR TO RUN POWER & EXHAUST PER
CODE. INTERLOCK WITH LIGHT SWITCH
®- NEW LIGHT FIXTURE SELECTED BY CLIENT.
CONTRACTOR TO RUN CONDUIT/WIRING TO NEW
FIXTURES PER CODE
@- RELOCATED EXIST SPRINKLER HEAD TO BE DONE
BY LICENSED FIRE SUPPRESSION COMPANY
@- EXIST LIGHT FIXTURE
@- RELOCATED EXIST SUPPLY DIFFUSER.
CONTRACTOR TO RUN DUCTING AS NECESSARY
PER CODE
@- NEW RETURN DIFFUSER. CONTRACTOR TO RUN
DUCTING AS NECESSARY PER CODE
@- NEW SUPPLY DIFFUSER. CONTRACTOR TO RUN
DUCTING AS NECESSARY PER CODE
®- RELOCATED EXIST RETURN DIFFUSER.
CONTRACTOR TO RUN DUCTING AS NECESSARY
PER CODE
@- RELOCATED EXIST CISCO ALARM/ROUTER.
CONTRACTOR TO RUN WIRING AS NECESSARY
PER CODE
®- NEW SUSPENDED LIGHT FIXTURE TO MATCH
EXIST TYPE. CONTRACTOR TO RUN WIRING AS
NECESSARY PER CODE
@- NEW SQUARE LIGHT FIXTURE TO MATCH EXIST
TYPE. CONTRACTOR TO RUN WIRING AS
NECESSARY PER CODE
CEILING NOTE:
CONTRACTOR TO MODIFY SUSPENDED ACOUSTICAL
CEILING TILES, DIFFUSERS, DUCTING, LIGHTING AS
NECESSARY FOR NEW WALLS & ROOMS. FIRE
SPRINKLER HEADS THAT NEED TO BE MODIFIED TO
BE DONE BY LICENSED FIRE SUPPRESSION
CONTRACTOR .
GENRAL NOTE:
ELECTRICAL & MECHANICAL SHOWN AS
REFERENCE. CONTRACTOR TO SUBMIT ELECTRICAL
& MECHANICAL AS-BUILTS TO BUILDING DEPT
FOR REVIEW & APPROVAL.
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OWNER/CLIENT
CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG - 2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
REFlLECTED CEILING PLANS
DATE BL13L22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
DRAWING No. 22-051
A-3
REV. 01
3'-6"
6" 1'-0" 2'-6"
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1/4" 1/4" MUST COMPLY WITH 2019 CBC,
SECT 11 B-703
~ ~ r BACK PAINTED
CLEAR ACRYLIC BACKGROUND
PLASTIC FACE COLOR
' -,
OPAQUE WHITE n
~ ACRYLIC PLASTIC ✓
BACK
1. r--&- ' z
"' "' -Ct ' - - [XJ
/ PAINT SYMBOL, SIGN,
~ ETC. ON INTERIOR
FACE OF CLEAR .
~ PLASTIC J'A. .. ~.N
> ~ PERMANENTLY - ADHERE SHEETS L -'
I. I 8"
' TOGETHER 0 ., L [ GRADE 2 BRAILLE
I
LO ; RADIUS ' INDICATING UNISEX
CORNERS 0 > I' SANS SERIF,
t!QI!;; TYP. ;,. RAISED 1 /32",
SIGN SHALL BE 98" TO 2" HIGH
MOUNTED ON WALL
ADJACENT TO DOOR
STRIKE OR U.N.0. FIN. FLOOR
WALL MOUNTED TOILET SIGN
[)(j
~ BEND FLANGE & ATTACH
W/ (3) #9-15 BUILDEX
TRUEGRIP GT SCREWS
TYP
(E) SUSPENDED
ACOUSTICAL
CEILING
TYP I
3 5/8"x18 GA.x3" LEG__.,.....
CONT. SLOTTED TRACK
W/ #10 SMS @ EACH
STUD FACE
NEW STUD WALL____,,/
0 311=1 1-o"
/ (E) ROOFING
3 5/8"x20 GA MTIL
STUD DIAGONAL
BRACING @ 6' -0" o.c.
STAGGERED W/ (2)
#10 SMS TO SLOTTED
TRACK
TYP. NON-BEARING WALL DETAIL
3/4"=1·-o·
RESTROOM FIXTURES & ACCESSORIES SHALL MEET
CURRENT ACCESSIBILl1Y REQUIREMENTS
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TYP ADA RESTROOM REQUIREMENTS
NOTE:
GRAB BAR AND WALL SURFACE
SHALL NOT HAVE ANY SHARP OR
ABRASIVE ELEMENTS. EDGES SHALL ______ METAL STUD WALL
HAVE A MINIMUM RAfJIUS OF 1/8",/
ll------- GYP. BD.
/3" 4"x14 GA. GALV. STEEL
MOUNTING PLATE. WELD
ACROSS MIN. TWO STUDS
1-1/2" DIA. GRAB BAR W/
INTEGRAL MOUNTING PLATE
(SEE PLAN FOR LOCATION)
~------ FOR ANCHORAGE SEE GRAB BAR
SPEC'S
1/2"=1 '-o"
GRAB BAR SPEC'S.
1. BENDING STRESS IN A GRAB BAR BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR.
2. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAIR STRESS FOR
THE MATERIAL OF THE GRAB BAR, AND IF ITS MOUNTING BRACKET OR
OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT
AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.
3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE
ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE
OR THE SUPPORT STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD.
4. TENSILE FORCE INDUCED IN FASTENER BY A DIRECT TENSILE FORCE OF A 250 LB. POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 LB. POINT LOAD, SHALL BE LESS THAIN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE.
5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
GRAB BAR MOUNTING
3"=1'-0"
NOTES:
1. CONTRACTOR TO VERIFY THAT ALL ACCESSORIES
& FIXTURES MEET AfJA REQUIREMENTS.
2. FLUSH CONTROLS MUST BE MOUNTED ON THE WIDE
SIDE OF TOILET AREA.
3. WATER CLOSET VALVE CONTROLS, FAUCET AND
OPERATING MECHANISMS CONTROLS SHALL BE OPERABLE
WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,
PINCHING OR TWISTING OF THE WRIST AND SHALL BE
MOUNTED NO MORE THAN 44' ABOVE THE FLOOR. THE
FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO
GREATER THAN 5 LBF.
4. HOT WATER & DRAIN PIPES ACCESSIBLE UNDER SINKS
SHALL BE INSULATED. THERE SHALL BE NO SHARP
OR ABRASIVE OBJECTS OR SURFACES UNDER SINK.
5. FAUCET CONTROLS AND OPERATING MECHANISMS FOR SINKS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE FACET CONTROLS AND
OPERATING MECHANISMS FOR SINKS SHALL BE NO GREATER
THAN 5 LBF. LEVER-OPERATED, PUSH-TYPE AND
ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES
OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE
ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST
10 SECONDS.
I
I ,........- INTERSECTING WALL
V WHERE OCCURS
I 4"
-·
I
I
I I
/ NEW DOOR
. .. . .
u
DBL METAL JAMB
STUDS TYP
JAMB ANCHOR
TYP
------ HOLLOW METAL
I
DOOR FRAME TYP
"-
' '-
GYP BOARD 2" RETURN TYP
INTERIOR DOOR JAMB
3"=1 '-0"
----'k---li-L- ----
' 0
I I>
LO t!QlD;
1/4"
-
THICK,
1/4" THICK, EQUAIJ\TERAL
TRIANGLE
1. ATTACH SIGNS USING (3) THREE FLATHEAD COUNTERSUNK
SCREWS TO SOLID BACKING & ADHESIVE TO BACK.
2. SIGN TO BE MOUNTED 5'-0" FROM Ct, TO FINISHED FLOOR ON DOOR TO TOILET ROOM (SEE PLAN FOR LOCATION).
3. SIGNS ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST.
FIN. FLOOR
DOOR MOUNTED TOILET SIGN
,/
u u
1/2"
n n
Nef
HEAD _J
ANCHOR TYP
NEW DOOR -
1 1/2"=1'-0"
V ~-- #8 SMS @ 16" o.c.
• TYP
~-- DBL METAL STUD
•. V HEADER W/ 18 GA
TRACK TOP &
BOTTOM
-1,• .---- GYPSUM BOARD
PER FLOOR PLAN
TYP
~
, HOLLOW METAL
DOOR FRAME
TYP
fillIE;_ TRIM OFF HEADER FLANGES
AT EACH END & EXTEND VERTICAL
WEBS 3" PAST CLEAR OPENING.
FASTEN TO DBL JAMB STUDS W/
(4) #12 SMS TYP EACH SIDE
. '
INTERIOR DOOR HEAD
J"'=1'-o"
N
~ ~ ~ .,,
C
"
:c
u
z u I
C ll'.
_J
<(
~
en 2
z m C
iii :J
c:j VI
0:: w
ll'
~
0 0
z
N
~ k / K / --... --... K I'--- --... K
OWNERLCLIENT
CITY OF CORONA
400 S. VICENTIA AVE
CORONA, CA 92882
PROJECT TITLE
CORONA FIRE DEPT BLDG -
2ND FLOOR T.I.
735 PUBLIC SAFETY WAY
CORONA, CA 92878
SHEET TITLE
DETAILS
DATE BL13L22
DRAWN RC
CHECKED
JOB NO. 22027
SCALE AS SHOWN
DRAWING No. 22-052
A-4
REV. 01