VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover...
Transcript of VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover...
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LOMA VISTA ROAD
ANNEX 3
ANNEX 4
REQUIREMENTS OF CALIFORNIA ADMINISTRATIVE CODE, TITLE 24
TRUE NORTH ANGLE, RELATIVE TO "REFERENCE NORTH" SHOWN ON
THE BUILDER SHALL PROVIDE THE OWNER WITH INSTRUCTIONS ON
THE EFFICIENT USE OF LIGHTING AND MECHANICAL SYSTEM
VENTURA COUNTY COMMUNITY COLLEGE DISTRICT
VENTURA COLLEGE
GENERAL REQUIREMENTS
2.
CONSTRUCTION:
2013 CBC - CALIFORNIA BUILDING CODE
2013 CEC - CALIFORNIA ELECTRICAL CODE
2013 CPC - CALIFORNIA PLUMBING CODE
2013 CMC - CALIFORNIA MECHANICAL CODE
2013 CEnC - CALIFORNIA ENERGY CODE
2013 CFC - CALIFORNIA FIRE CODE
2013 CAC - CALIFORNIA ADMINISTRATIVE CODE
2013 CALIFORNIA REFERENCED STANDARDS CODE
NUMBER OF EXITS: 2
HEIGHT: SINGLE- STORY
FIRE SPRINKLERS EXISTING: NONE
THE PLANS: +
COMPONENTS.
3.
APPLICABLE CODES
HUNDRED SQUARE FEET OF WALL AREA. ITEMS WHICH PENETRATE
BE INSTALLED ANY CLOSER TOGETHER THAN ONE PER EVERY ONE
ANY ITEMS WHICH PENETRATE FIRE RATED WALLS MUST BE EITHER
FIRE PROTECTION
FIRE RATED WALLS MUST BE SEPARATED BY A HORIZONTAL
DISTANCE OF TWENTY-FOUR INCHES WHEN ON OPPOSITE SIDES
FERROUS OR COPPER AND FIRE-STOPPED. ELECTRICAL OUTLET
BOXES INSTALLED IN FIRE RATED WALLS SHALL BE STEEL, SHALL
NOT EXCEED SIXTEEN SQUARE INCHES IN AREA, AND SHALL NOT
CALIFORNIA MECHANICAL CODE AND CBC SECTION 710.5.
WIRING WITHIN CONCEALED SPACES SHALL COMPLY WITH THE
PROJECT ANALYSIS
APN:
ZONING:
LOT AREA:
TENANT SPACE:
OFFICES:
VENTURA COLLEGE
OCCUPANCY: E
CODE ANALYSIS
xx
xx
XX SQ. FT.
XX SQ. FT.
OF A WALL.
2.
1.
CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE
SCOPE OF THE WORK
1.
TITLE 24 - ENERGY
ARCHITECTURAL
A-0
A-1
A-2
A-3
A-4
A-5
A-6
ELECTRICAL
E-100
E-150
E-300
E-400
E-401
E-402
E-600
PLUMBING
P-1
P-2
P-3
MECHANICAL - HVAC
M-1
COVER SHEET
KEY PLAN
C: DEMOLITION PLANS
C: (N) MEN'S / WOMEN'S FLOOR PLANS
INTERIOR RESTROOM ELEVATIONS
SELECTED DETAILS
TYPICAL ACCESSIBILITY DETAILS
ELECTRICAL COVER SHEET / NOTES
ELECTRICAL SITE PLAN / KEY PLAN
ELECTRICAL LIGHT FIXTURE SCHEDULE
ELECTRICAL DEMOLITION PLANS
ELECTRICAL POWER / LIGHTING PLANS
ELECTRICAL PANEL SCHEDULE
ELECTRICAL DOOR ACTIVATOR DETAIL
PLUMBING COVER SHEET
C PLUMBING FLOOR PLANS
SELECTED PLUMBING DETAILS
C: MECHANICAL DUCT PLANS
SHEET INDEX
VICINITY MAP
FIN FLR FINISHED FLOOR ELEVATION
CONT CONTINUOUSALT. ALTERNATEFBO FURNISHED BY OTHERS
CSMNT. CASEMENT
CATV CABLE TELEVISION
C.I. CAST IRON
CLG CEILING
A/C AIR CONDITIONING
ANNOD. ANNODIZED
ARCH('L) ARCHITECT(URAL)
AUTO. AUTOMATIC
B.M. BENCHMARK
B.U.R. BUILT UP ROOF
BTTM. BOTTOM
CAB'T CABINET
BLDG. BUILDING
AL. ALUMINUM
BTWN. BETWEEN
D.F. DOUGLAS FIR
(E) EXISTING
ENCL ENCLOS(UR)E
EQ EQUAL
CU FT CUBIC FEET
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
D DEPTH
DWG DRAWING
CFM CUBIC FEET PER MINUTE
DEMO DEMOLISH, DEMOLITION
D.H. DOUBLE HUNG
DS DOWN SPOUT
HORIZ HORIZONTAL
HB HOSE BIBB
I.D. INSIDE DIAMETER
INSUL INSULATION
GA GAGE, GAUGE
GALV GALVANIZED
GL. GLASS, GLAZING
GB. GLASS BLOCK
HDBD. HARD BOARD
HD HEAVY DUTY
HC HOLLOW CORE
HM HOLLOW METAL
FUT FUTURE
HWD HARDWOOD
HT. HEIGHT
ABBREVIATIONS
DRAWING SYMBOLS
ADJ. ADJACENT
ASS'Y. ASSEMBLY
A.B. ANCHOR BOLT
DETAILS
CMU CONCRETE MASONRY UNIT
CONC. CONCRETE
COL COLUMN
DETAILS
BUILDING SECTIONS
FLUOR. FLUORESCENT
FTG. FOOTING
N I C NOT IN CONTRACT
SHT SHEET
VERT VERTICAL
STD. STANDARD
S.H. SINGLE HUNG
S C SOLID CORE
SPEC('S). SPECIFICATION(S)
SQ FT SQUARE FOOT
T.S. TUBE SECTION
SST' L STAINLESS STEEL
THK THICKNESS
T&G. TONGUE AND GROOVE
PTDF PRESSURE TREATED DOUGLAS FIR
PSF POUNDS PER SQUARE FOOT
PSI. POUNDS PER SQUARE INCH
PL. PLATE, PROPERTY LINE
PWD PLYWOOD
PTN PARTITION
PLAS LAM PLASTIC LAMINATE
N.T.S. NOT TO SCALE
O C ON CENTER
OPNG. OPENING
OPP OPPOSITE
O D OUTSIDE DIAMETER
O'HEAD OVERHEAD
PH PHONE
TYP TYPICAL
SYS. SYSTEM
ST'L. STEEL
SIM SIMILAR
SECT. SECTION
R O ROUGH OPENING
ROW RIGHT OF WAY
NWF. NATURAL WOOD FINISH
LIN FT LINEAL FOOT
(N) NEW
LTWT LIGHT WEIGHT
GRID / COLUMN REFERENCE LINE
A
1
DATUM / LEVEL LINE
RF ROOF
(F.G) FINISH GRADE
(T.P.) TOP OF PAVEMENT
POINT ELEVATIONS
CONSULTANTS
ELECTRICAL ENGINEER: LUCCI & ASSOCIATES
KEN LUCCI
3251 CORTE MALPASO #
CAMARILLO, CALIFORNIA 93012-8094
805.389.6520
C15-010:C / COVER
C BLDG: GYMNASIUM
MEN & WOMEN
RESTROOM
RENOVATION
SCOPE OF WORK:
COMPLETE RENOVATION / ALTERATION OF FOUR (E) RESTROOMS. THE WORK INCLUDES
NEW PLUMBING FIXTURES, PRIVACY TOILET PARTITIONS, GRAB BARS, HAND DRYERS,
RESTROOM ACCESSORIES, HARDWARE, LIGHTING FIXTURES, SELF-PRIMING FLOOR DRAINS,
CERAMIC FLOOR AND WALL TILES, AND PAINTING.
AT THE TIME THIS BUILDING WAS CERTIFIED FOR OCCUPANCY, IT COMPLIED WITH ALL
APPLICABLE CODE REQUIREMENTS. IT IS TECHNICALLY INFEASIBLE TO MEET FULL
COMPLIANCE WITH ALL ACCESSIBILITY REQUIREMENTS. AN EXCEPTION IS GRANTED
UNDER CBC, SECT. 11B-202.3, EXCEPTION 2, AND TITLE-24, SECT. 202 TO COMPLY WITH
ACCESSIBILITY STANDARDS TO THE MAXIMUM EXTENT FEASIBLE.
DEMO NOTES
REMOVE ALL (E) PLUMBING FIXTURES, ENCLOSURES, WALL TILES, LIGHTING, AND
PARTITION WALLS WHERE SHOWN. PREP ALL COMPONENTS IN ORDER TO INSTALL
NEW PLUMBING LINES, FIXTURES AND PARTITIONS AT LOCATIONS SHOWN. EXPOSE STUD
FRAMING TO INSPECT AS-BUILT CONDITION. REPAIR AND REINFORCE FRAMING AND
BLOCKING AS NECESSARY.
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES
UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL
HAVE DIRECTIONAL SIGNS INDICATING THE NEAREST ACCESSIBLE ENTRANCE.
2. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 18" ABOVE FINISH
FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF
SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL
RECEPTACLES ARE NOT NORMALLY INTENDED.
3. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THESE SYSTEMS SHALL
INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE
LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED EITHER 80" ABOVE
FINISH FLOOR OR 6" BELOW FINISH CEILING, WHICHEVER IS LOWER.
4. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE
(ie.: LEVER-OPERATED, PUSH AND U-SHAPED PULLS) INSTALLED AT 48" A.F.F.
5. FLOOR SURFACE (TILE) SHALL BE INSTALLED TO TO BE STABLE, FIRM AND SLIP
RESISTANT. CHANGES IN LEVEL BETWEEN
1
4
" AND
1
2
" SHALL BE BEVELED WITH A
SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN
1
2
" REQUIRE A
RAMP. GRATINGS IN A FLOOR SURFACE SHALL HAVE SPACES NO GREATER THAN
1
2
" WIDTH. DOORWAY THRESHOLDS AND SADDLES SHALL NOT EXCEED
1
2
" HEIGHT.
6. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1
1
4
" - 1
1
2
" DIAMETER WITH
1
1
2
" CLEAR SPACE BETWEEN THE BAR AND THE WALL.
7. ACCESSIBLE WATER CLOSETS SHALL BE 17" - 19" FROM FLOOR TO TOP OF SEAT.
GRAB BARS SHALL BE 36" LENGTH LOCATED BEHIND THE WATER CLOSET AND 42"
LENGTH LOCATED ALONG THE SIDE, AND SHALL BE 33" - 36" ABOVE FINISH FLOOR.
8. ACCESSIBLE URINALS SHALL BE STALL TYPE OR WALL-HUNG TYPE, EACH
WITH ELONGATED RIMS AT 17" ABOVE FINISH FLOOR.
9. ACCESSIBLE LAVATORIES SHALL BE INSTALLED WITH THE RIM AT 34" MAX. ABOVE
FINISH FLOOR AND A CLEARANCE OF 29" MIN. A.F.F. TO UNDERSIDE OF THE APRON.
10. ACCESSIBLE SINKS SHALL BE INSTALLED WITH THE RIM AT 34" MAX. A.F.F. AND A
CLEARANCE OF 27" MIN. HEIGHT x 30" WIDTH x 19" DEPTH UNDER THE SINK. THE
SINK DEPTH SHALL BE 6
1
2
" DEPTH.
11. HOT WATER AND DRAIN PIPING UNDER ACCESSIBLE LAVATORIES AND SINKS
SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
CONTACT. THERE SHALL BE NO SHARP NOR ABRASIVE SURFACES AND EDGES
UNDER ACCESSIBLE LAVATORIES AND SINKS.
12. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS AND
VALVESETS (ie.: LEVER-OPERATED, PUSH-TYPE, ELECTRONICALLY CONTROLLED).
13. WHEN MIRRORS ARE INSTALLED IN RESTROOMS, AT LEAST ONE SHALL BE
INSTALLED WITH THE BOTTOM EDGE OF THE MIRRORED SURFACE AT 40" MAX. AFF
ACCESSIBILITY NOTES
1. THE DRAWINGS ARE INTENDED ONLY TO CONVEY DESIGN INTENT. THE PLANS AND SPECIFICATIONS SHALL
NOT BE CONSIDERED AS EITHER A LIST OF PARTS OR ASSEMBLY INSTRUCTIONS. THE SPECIFICATIONS ARE
INCLUDED WITH THESE DRAWINGS AND DEFINE ADDITIONAL WORK TO BE ACCOMPLISHED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF ALL OF THE CONTRACT DOCUMENTS, TO
EXAMINE THE PROJECT SITE AND TO FAMILIARIZE HIMSELF WITH THE TOTAL SCOPE OF THE WORK AND THE
INTENT OF THE CONTRACT DOCUMENTS. IT IS INCUMBENT UPON THE THE CONTRACTOR TO NOTIFY THE
ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES OR CONFLICTS IN THE CONTRACT
DOCUMENTS.
3. DURING THE BIDDING PROCESS THE CONTRACTOR SHALL OBTAIN PROPER WRITTEN CLARIFICATION OF
DISCREPANCIES, CONFLICTS, AND/OR UNCLEAR ITEMS PRIOR TO THE SUBMISSION OF THE BID.
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT PROCEED WITH THE INSTALLATIONS OR
APPLICATIONS OF ANY CONSTRUCTION THAT MAY BE AFFECTED BY DISCREPANCIES AND/OR CONFLICTS
UNTIL SUCH ISSUES ARE RESOLVED.
5. IT SHALL BE UNDERSTOOD THAT ALL CONTRACTORS AND THEIR PERSONNEL ARE PROPERLY TRAINED AND
EXPERIENCED TO PERFORM THE CONSTRUCTION WORK, AND TO OTHERWISE CARRY OUT THE INTENT OF
THE WORK INCORPORATED INTO THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS.
6. THE CONTRACT DOCUMENTS CONSIST OF THE THE COMPLETE PLAN DRAWINGS, SPECIFICATIONS, REPORTS,
BIDDING INFORMATION AND OTHER INFORMATION PREPARED BY THE ARCHITECT, THE ARCHITECT'S
CONSULTANTS, OR CONSULTANTS HIRED BY THE OWNER. IN THE EVENT OF DISCREPANCIES OR CONFLICTS
IN THE CONTRACT DOCUMENTS, THE INFORMATION CONTAINED IN THE WRITTEN SPECIFICATIONS SHALL
TAKE PRECEDENCE OVER THE DRAWINGS, AND FURTHER, LARGE SCALE DETAIL DRAWINGS SHALL TAKE
PRECEDENCE OVER THE SMALLER SCALE DRAWINGS.
7. WHERE ANY SPECIFIED MATERIAL OR PROCESS IS INDICATED ON THE DRAWINGS OR IN THE
SPECIFICATIONS, IT IS FOR THE PURPOSE MAKING CLEAR THE INTENT REQUIRED TO ACCOMPLISH THE
SCOPE OF THE PROJECT. THE CONTRACTOR MAY OFFER A SUITABLE MATERIAL OR PROCESS TOGETHER
WITH ALL SUPPORTING DOCUMENTATION TO VALIDATE THE EQUIVALENT NATURE TO THE SATISFACTION OF
THE ARCHITECT, THE CONSULTING ENGINEERS, AND TO VENTURA COLLEGE.
8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR TOTAL COORDINATION OF THEIR OWN WORK AND WITH
THE WORK OF ALL OTHER TRADES. THE CONTRACTOR SHALL PERSONALLY SUPERVISE AND DIRECT THE
PROJECT. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL METHODS OF CONSTRUCTION,
TECHNIQUES, SEQUENCES AND PROCEDURES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
SAFETY AND PERFORMANCE OF THE WORK, AND FULL COMPLIANCE WITH O.S.H.A., THE U.S. DEPT. OF
LABOR, THE STATE OF CALIFORNIA, AND THE VENTURA COUNTY COMMUNITY COLLEGE DISTRICT
REGULATIONS.
9. ALL THE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE 2013 EDITION OF THE CALIFORNIA
BUILDING CODE (CBC), AS WELL AS WITH ALL OTHER APPLICABLE FEDERAL REGULATIONS, STATE CODES,
LOCAL CODES, ORDINANCES AND REGULATIONS.
10. ONLY THE APPROVED DRAWINGS WITH THE STATEMENT "ISSUED FOR CONSTRUCTION" ON THE COVER
SHEET ARE TO BE USED FOR CONSTRUCTION ON THIS PROJECT. CONTRACTORS USING OTHER THAN THE
APPROVED DRAWINGS SHALL BE SOLELY RESPONSIBLE FOR SUCH WORK.
11. ALL DIMENSIONS SHOWN ON THE PLAN VIEWS OF THE DRAWINGS ARE TO THE STRUCTURAL FACE OF WALLS,
OR TO THE CENTERLINE OF WALLS, UNLESS NOTED OTHERWISE. DIMENSIONS TO FINISH SURFACES SHALL
BE NOTED AS SUCH.
12. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE
FIELD, AND SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR VARIATIONS TO THE ARCHITECT AND TO
THE OWNER'S REPRESENTATIVE.
13. THE CONTRACTOR SHALL REPAIR AND REPLACE ALL PROPERTY THAT MAY BE DAMAGED BY WORK UNDER
THIS CONTRACT TO THE SATISFACTION OF THE DIRECTOR OF FACILITIES, MAINTENANCE & OPERATIONS OF
VENTURA COLLEGE AND THE ARCHITECT. ALL PIPING, CONDUITS, LINES, ETC., THAT MAY BE ENCOUNTERED
SHALL BE ADEQUATELY SUPPORTED AND PROTECTED UNTIL PERMANENT SUPPORT AND PROTECTION IS
APPROVED, OR UNTIL REMOVAL IS AUTHORIZED.
14. ALL GLAZING SHOWN TO BE INSTALLED IN HAZARDOUS AREAS SHALL COMPLY WITH THE PROVISIONS OF
CBC CHAPTER 24.
15. THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL AND MECHANICAL LOADS THAT IS SCHEDULED TO BE
GENERATED BY THE TENANT'S EQUIPMENT SHOWN ON THE DRAWINGS AND/OR SPECIFIED PRIOR TO
ORDERING THE EQUIPMENT. INFORMATION REGARDING ITEMS THAT MAY AFFECT THE ARCHITECTURAL
NATURE OR STRUCTURE OF THE PROJECT OR EXISTING CONSTRUCTION SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY.
16. ALL FIRE RESISTIVE CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 7, AND SHALL
BE CONSTRUCTED OF LISTED WALL, FLOOR AND CEILING ASSEMBLIES PER CBC CHAPTER 7, SECTION 716,
AND TABLES 720.1(1), 720.1(2), 720.1(3), AND ADDITIONAL APPROVED ASSEMBLIES LISTED BY THE "GYPSUM
ASSOCIATION DESIGN MANUAL", LATEST EDITION. THESE PROVISIONS INCLUDE LIMITATIONS OF SIZE, TYPE
AND INDIVIDUAL FIRE RATING OF THE PENETRATING ITEM OR ASSEMBLY. NOTE THAT ADDITIONAL
THROUGH-WALL AND MEMBRANE PENETRATIONS SHALL BE PROVIDED WITH "F" AND "T" FIRE BLOCKING AS
DESCRIBED IN CBC CHAPTER 7 FOR THE METHOD OF PENETRATION BEING USED.
17. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC, TABLE
803.5.
18. ALL STRUCTURAL HOLD-DOWNS SHALL BE SET IN PLACE BY THE USE OF A TEMPLATE PRIOR TO ANY
FOUNDATION INSPECTION. SEE THE STRUCTURAL SHEAR SCHEDULE FOR THE SIZES AND SPACING OF
ANCHOR BOLTS.
19. THE ARCHITECT OR ENGINEER SHALL PERFORM ON-SITE OBSERVATIONS FOR COMPLIANCE WITH THE PLANS
AND SPECIFICATIONS.
20. EACH CONTRACTOR SHALL GUARANTEE, BE RESPONSIBLE FOR, AND MAKE GOOD ANY AND ALL DEFECTS
DUE TO FAULTS OF HIS RESPECTIVE TRADE FOR ALL LABOR, MATERIALS, OR LEAKS FOR ONE (1) YEAR
MINIMUM COMMENCING UPON ACCEPTANCE OF THE COMPLETED PROJECT BY THE BOTH THE ARCHITECT
AND THE DIRECTOR OF FACILITIES, MAINTENANCE AND OPERATIONS OF VENTURA COLLEGE
.
21. THE CONTRACTOR SHALL FURNISH AND BE RESPONSIBLE FOR ADEQUATE SHORING, BRACING, PERIMETER
CHAIN LINK FENCING, AND ALL OTHER PROTECTIVE MEASURES NECESSARY TO SAFELY EXECUTE THE
COMPLETE CONSTRUCTION WORK.
(E) MEN'S LOCKER ROOM
(E) MEN'S TRAINING ROOM
(E) SHOWER
(E) SHOWER
(E) SHOWER
(E) SHOWER
UP
EQUIPMENT ROOM
EXITEXIT
DU
CT
C
HA
SE
EGRESS LOBBY
STORAGE ROOM
STORAGE
STAIR No. 3
GYM
EXIT
EX
IT
CLASSROOM
GYMGYM
(E) DANCE STUDIO
UP
EXIT
EX
IT
(E) DANCE STUDIO
EGRESS LOBBY
(E) WOMEN'S LOCKER ROOM
(E) GYMNASIUM
(E) GYMNASIUM
OPEN ACCESS
OPEN ACCESS
(N) WEIGHT TRAINING
103
104
130
131
C-1
C-2
DN
DN
DN
PARTITION TO BE REMOVED
VISITOR TEAM ROOM
(E) SHOWER
(E) EQUIP'T RM
(E) EQUIPMENT MANAGER
C: DEMO PLANS
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
C15-010:C: A-1
A-3: C DEMO PLAN
A-4: C IMPROVEMENT PLAN
A-3: C DEMO PLAN
A-4: C IMPROVEMENT PLAN
SCALE:
1
32
" = 1'-0"
BLDG C: LOWER LEVEL FLOOR PLAN
AEC BLDG
C BLDG
C: GYMNASIUM
MEN & WOMEN
RESTROOM
KEY PLANS
C: (E) WOMEN'S ROOM DEMOLITION FLOOR PLAN
SCALE:
1
2
" = 1'-0"
C: (E) MEN'S ROOM DEMOLITION FLOOR PLAN
SCALE:
1
2
" = 1'-0"
20'-6"
4'-10"
21'-7"
13'-8"
12'-2"
DEMO KEY NOTES
(E) 8-INCH/12-INCH CONCRETE WALLS TO REMAIN
D4
D2
D3
D1
D7
D6
D5REMOVE (E) TILE FLOORING & REPAIR MORTAR
BED
D8
D9
D10
D11
D12
D13
D14
D15
D16
D17
D18
D19
D20
D21
(E) 2x4 WOOD STUD PARTITION TO REMAIN
REINFORCE AS REQ'D FOR STABILITY
REMOVE (E) FLOOR DRAIN & WASTE LATERAL
SAWCUT AS REQUIRED
(E) 2x6 WOOD STUD PARTITION TO REMAIN
REINFORCE AS REQ'D FOR STABILITY
D22
REMOVE (E) WALL TILE & BACKING
(E) 6-INCH CAST IRON WASTE LATERAL TO REMAIN
REMOVE (E) 3-INCH C.I. WASTE LATERAL
REMOVE (E) 2-INCH C.I. WASTE LATERAL
(E) 2-INCH V.T.R. (UP) TO REMAIN
(E) 4-INCH CAST IRON WASTE LATERAL TO REMAIN
(E) 2-INCH CAST IRON WASTE LATERAL TO REMAIN
REMOVE (E) WALL HUNG URINALS
REMOVE (E) WALL HUNG LAVATORIES
REMOVE (E) WALL HUNG TOILETS
REMOVE (E) TOILET ENCLOSURE PARTITIONS
(E) WOOD-FRAMED SOFFITS TO REMAIN
REMOVE (E) ACCESSORIES: SHELVES/MIRRORS/
TOWEL DISPENSERS/ ETC.
REMOVE FLOOR TILE & MORTAR BED: PREP FOR (N)
FINISH CONC FLOOR TO MATCH RESTR'M ELEV.
REMOVE (E) DRAIN & PREP FOR (N) FLOOR DRAIN
w/ TRAP PRIMER
REMOVE EXPOSED SHOWER PLUMBING / CAP
SUPPLY LINES / MAINTAIN (E) ADJACENT SHOWER
SCOPE OF DEMOLITION WORK:
REMOVE ALL (E) PLUMBING FIXTURES,
FLOOR DRAINS, TOILET ENCLOSURES,
WALL TILES, FLOOR TILES, LIGHT
FIXTURES, SWITCHES AND PARTITION
WALLS WHERE SHOWN. PREPARE ALL
COMPONENTS IN ORDER TO INSTALL
NEW PLUMBING LINES, SELF- PRIMING
FLOOR DRAINS, PLUMBING FIXTURES,
LIGHT FIXTURES, SWITCHES AND TOILET
PARTITIONS AT LOCATIONS SHOWN. THIS
INCLUDES EXPOSING STUD FRAMING TO
INSPECT THE EXISTING AS-BUILT
CONDITION. REPAIR AND REINFORCE
FRAMING AND ADD BLOCKING AS
NECESSARY TO ANCHOR THE NEW WALL
MOUNTED FIXTURES AND APPLIANCES.
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
D23REMOVE 3
1
4
" METAL STUD WALL & 2'-8"x7'-0" DOOR
TO BE REPLACED WITH 2x4 P.T.D.F. STUD WALL &
3'-0"x 7'-0" WOOD DOOR IN H.M. FRAME
D23
D23
D24REMOVE METAL FURRED NON-BEARING PARTITIONS
D24
D24
D24 D24
8'-0"
D24
D24
D24
D24
D5
D5
D5
D5
D5
D5
D6
D6
D6
D6
D14
D14
D17D17D17
D15
D1
D1
D16
D16
D16
D16
D15
D15
D15
D1
D1
D1
D20
D20
D20
D20
D17
D17
D17
D17
D16
D16
D16
D16
D25REMOVE 2'-8"x7'-0" DOOR AND FRAME / PATCH
CONCRETE WALL SURFACE
D25
D18
D18
D18
D18
D18
D18
D14
D24
D6
D25
REMOVE (E) 2x4 WOOD STUD WALL
D4
D24
(E) CORRIDOR
(E) CORRIDOR
(E) CORRIDOR
(E) CORRIDOR
LOCKER ROOM
(E) SHOWER ROOM
SHOWER ROOM
LOCKER ROOM
D4
EXTERIOR EGRESS
EXTERIOR
C BLDG: GYMNASIUM
MEN & WOMEN
RESTROOMS
DEMO FLOOR PLANS
C15-010:C: A-2
SAWCUT 4" CONCRETE SLAB
TO EXPOSE U.G. DRAIN LINES
SAWCUT 4" CONCRETE SLAB
TO EXPOSE U.G. DRAIN LINES
3'-0"
4'-0"
5'-4"
4'-0"
23'-0"
D12
D12
D9
D7
D7
D9
D11
D11
D10
D10
D12
D9
D9
D8
D12
D11
D5
D24
D6
D6
D14
8'-2"
6"
12'-2" 1'-0"10"
10'-2
1
2
"
1'-6"
1'-2
1
2
"
6'-0"
1'-1"
D5
D3
D1
D24
D6
D19
D19
D6
D6
D6
D21
D21
D22
D22
D1
6" x 6'-0" HT.
CONC. WALL
D25PREPARE FOR (N) ELECTRIC DOOR OPENING ASS'Y
D25
D25
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
20'-6"
13'-8"
4"
1'-4
1
2
"
7
1
2
"
1'-8"
1'-7"
2'-8"
6'-0"4'-8"
1'-6"
10'-6"
4'-5
1
2
"
2'-6"
2'-6"
2'-6"
1'-6"
5'-0"
2'-0"
5
1
2
"
1'-10"
1'-6"
5'-0"
7'-10"
5
1
2
"
12'-7"
12'-5"
(E) 8-INCH / 10-INCH CONCRETE WALL TO REMAIN
4
2
3
1
7
6
5
36" L x 1
1
2
" DIAM. STAINLESS STEEL GRAB BAR @
33" - 36" A.F.F. (DISABLED ACCESS)
42" L x 1
1
2
" DIAM. STAINLESS STEEL GRAB BAR @
33" - 36" A.F.F. (DISABLED ACCESS)
8
9
(E) 2x8 WOOD STUD PARTITION TO REMAIN
REINFORCE AS REQ'D FOR STABILITY
10
11
12
13
14
15
16
(E) 2x4 WOOD STUD PARTITION TO REMAIN
REINFORCE AS REQ'D FOR STABILITY
(E) 2x6 WOOD STUD PARTITION TO REMAIN
REINFORCE AS REQ'D FOR STABILITY
INSTALL (N) ZURN SELF-PRIMING FLOOR DRAIN
VERIFY MODEL WITH VENTURA COLLEGE M&O
(N) 2x8 WOOD STUD PARTITION
(N) 2x4 WOOD STUD PARTITION
PORCELAIN WALL TILE o/ THINSET MORTAR o/
1
2
"
DUROCK BOARD TO 8-FT - TYP. ALL WALLS
(N) 2x6 WOOD STUD PARTITION
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
KOHLER KINGSTON TOILET #K-4325 (WHITE) w/
#K-4731-C SEAT 1.6 GPF - SEE PLUMBING PLANS
CHICAGO FAUCET #116.211.AB.1 (ELECTRONIC)
KOHLER DEXTER URINAL #K-0-5016-ET (WHITE)
0.5 GPF - SEE PLUMBING PLANS
EXTEND (E) MECHANICAL CHASE AS REQUIRED
FOR (N) PLUMBING FIXTURES/STALLS
KOHLER KINGSTON LAVATORY #K-2005 (WHITE)
WALL-HUNG - SEE PLUMBING PLANS
KOHLER TAHOE LAVATORY #K-2890-4U (WHITE)
UNDERCOUNTER MOUNT - SEE PLUMBING PLANS
GEORGIA PACIFIC #56508 SOFPULL TOILET TISSUE
DISPENSER - INSTALL BY CONTRACTOR
BOBRICK #B-270 SANITARY NAPKIN DISPOSAL AT
WOMEN'S COMPARTMENTS
EXTREME-AIR #GXT9-M ELECT. HAND DRYER; 120v
1500w / 6.5AMP o/ SEPARATE CIRCUIT
COUNTER TOP:
3
4
" GRANITE "LUNA PEARL", FROM
PACIFIC STONEWORKS, 31 PEKING ST., VENTURA,
CA 93001 [805/648.4098] o/
3
4
" PLYWOOD
GEORGIA PACIFIC #57710 SAF-T-GARD TOILET SEAT
COVER DISPENSER - INSTALL BY CONTRACTOR
BOBRICK #B-2888 TOILET TISSUE DISPENSER
SURFACE MOUNT
METPAR "THE CORINTHIAN" #FP-500SS TOILET
COMPARTMENT PARTITIONS ROTARY BRUSH SWIRL
#
301
304
STAINLESS ST'L w/ #4 SATIN FIN.
NOTE: OUTSWING DOORS AND LATCHSETS
PEMKO SADDLE ADA THRESHOLD TO BLEND (N)
FLOOR FOR A SMOOTH FINISH SURFACE
(E) DOOR TO REMAIN
INSTALL (N) DISABLED ACCESS SIGNAGE FOR
UNISEX RESTROOMS PER CBC, CHAP. 11
4'-11
1
2
"
3
1
2
"
C: WOMEN'S ROOM FLOOR PLAN
SCALE:
1
2
" = 1'-0" SCALE:
1
2
" = 1'-0"
C: MEN'S ROOM FLOOR PLAN
FLORIANA "HEATHER" 12" x 24"
(LOWE'S #0486888) PORCELAIN
RESTROOM FINISH SCHEDULE
WALLS:
TILE GROUT PAINT
TEC ADVANCED PERFORMANCE
#940 "ANTIQUE WHITE"
FLOORS
DUNN-EDWARDS: DEW 382 FADED GRAY
@ WALLS ABOVE TILE & CEILINGS
DURALTEXÉ RESINOUS EPOXY
FLOOR COATING
ACCESSORIES
FINISH VERTICAL EDGE: SCHLUTER "SCHIENE" #10 (
3
8
")
EDGE PROFILE; STAINLESS STEEL
EUCLID CHEMICAL CO.
PROPRIETARY MEMBRANE
EPOXY MEMBRANE ACCESSORIES
COVE BASE: SCHLUTER "DILEX-HKUE"
w/ #HKUR 10E AT CORNERS; STAINLESS STEEL
KEY NOTES
1
8"
5
6
5
6
7
7
8
8
15
15
16
16
23
29
29
29
29
29
29
30
23
23
23
20
22
11
11
11
11
11
25
25
25
12
6
1
1
1
1
1
1
1
33
33
14
14
14
14
8
8
6
8
7
28
28
13
13
13
13
8
8
OPEN TO EXTERIOR - EGRESS (11B-207 )
OPEN TO EXTERIOR - EGRESS (11B-207 )
SEALCOAT
ECOTHANEÉ URETHANE
68
8
8
7 8
17
17
4
4
14
18
DURALTEXÉ RESINOUS EPOXY FLOOR COATING w/
VINYL CHIP BROADCAST & EUCOTHANE SEALCOAT
9
9
9
9
9
9
9
9
9
9
9
1'-6"
22
20
20
2'-4" DR. PNL
2'-4" DR. PNL
3'-0" DR. PNL
1'-3"
1'-3"
1'-6"
CORRIDOR
(E) EXIT CORRIDOR
(E) CORRIDOR
C BLDG: GYMNASIUM
MEN & WOMEN
RESTROOMS
FLOOR PLANS
C15-010:C: A-3
(N) 3-FT WIDTH DOOR / IN-SWING / PUSH-PULL
HARDWARE / CLOSER / 1
1
2
PR STNLSS STL HINGES
32
33
33
33
33
(E
) C
ON
CR
ET
E
O
PE
NIN
G
1
A-5
5
P-3
1
P-3
1
A-5
5
P-3
4
P-3
3
P-3
3
10
10
(N) 110v G.F.I. CONVENIENCE OUTLET @ 40" A.F.F.
34
34
WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER
SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)
26
26
WIKK ACCESSIBILITY BOLLARD ELECTRIC DOOR
OPENER #BPS SM-ING 48" HT. ALUM. 6063-T5
35
(N) 3-FT x 7-FT EXTERIOR STEEL DOOR & FRAME
ELECTRIC OPERATION
36
30
30
30
A-4
3
A-4
4
NOTES:
1. THINSET MORTAR: FOR PORCELAIN TILE (WHITE)
2. SEAL ALL GROUT WITH AQUA MIX PENETRATING SEALER
3. INSTALL
1
2
" DUROCK BACKERBOARD o/ (1) - 6 MIL
POLYETHYLENE MOISTURE BARRIER
w/ 1
1
4
" SUPERIOR-BILT BACKER BOARD SCREWS
@ 8-INCH ON CENTER (TCA HANDBOOK DETAIL #EJ-171)
4. ACCESSIBLE TOILETS SHALL BE FITTED WITH
ZURN #ZER6000AV-CPM ELECTRONIC FLUSH VALVES.
ALL OTHER TOILETS SHALL BE FITTED WITH THE SLOAN
111-1.6 HET MANUAL FLUSH VALVES.
5. GEORGIA PACIFIC ITEMS #20 & #23 WILL BE SUPPLIED BY
VENTURA COLLEGE AND SHALL BE INSTALLED BY THE
CONTRACTOR.
6. WAXIE TOWEL DISPENSER #26 WILL BE SUPPLIED BY
VENTURA COLLEGE AND SHALL BE INSTALLED BY THE
CONTRACTOR.
7. FURR CEILING DOWN AS REQUIRED TO SEAL OVERHEAD
PLUMBING LINES AND HVAC DUCTS PER DTL 15/A-7.
8. REINFORCE THE REPLACEMENT CONCRETE SLAB WITH
#4 BARS, GRADE 60, AT 24" O.C.E.W. DOWEL THE NEW
SLAB TO THE EXISTING SLAB WITH #4 BARS AT 48" O.C.
9. REMOVE/REPLACE CEILING FINISH WITH
5
8
" TYPE-X USG
"PURPLE BOARD" GYP. BD.
FIN.
FIN.
FIN
.
1'-0"
5'-0"
14'-0"
1'-6"
FIN
.
12'-2"
6'-2"
FIN
.
1"
35
1"
10"
1
1
6"
1'-10"
6'-6
1
2
"
FIN.
20
20
5'-0"
3'-6
1
2
"
3'-7"
7'-5
3
4
"
15'-6"
20'-6"
FIN.
1'-10
1
2
"
2'-0"
(E) EXIT CORRIDOR
(E) EXIT CORRIDOR
1
'
-
0
"
℄℄
℄℄
℄℄
℄℄
3
1
2
"3
1
2
"3
1
2
"
℄℄
℄
FIN.
3'-7
3
4
"
℄1'-9
3
4
"
℄
1'-10"
3'-7
3
4
"
℄1'-9
3
4
"
℄
1'-10"
3'-7
1
4
"
℄1'-9
1
4
"
1'-4"
7"
1'-4"
1'-0"
8"
2'-4" DR. PNL
2'-4" DR. PNL
2'-4" DR. PNL
3'-0" DR. PNL
1'-6"
1'-6"
2'-0"
FIN
.
2'-10"2'-10"2'-10"1'-6"
FIN
.
℄ ℄ ℄ ℄
33
33
32
6"
2'-6"
141414
181818
1'-3"
6'-0"
7
1
2
"
5
1
2
"
P-3
1
P-3
1
P-3
1
12
12
12
12
12
P-3
1
P-3
1
8
26
26
23
23
29
23
1'-8"
1'-0"
11
11
29
29
29
29
29
29
7
2'-7"
2'-7"
2'-7"
2'-7"
2'-7"
32'-8"
℄℄
℄℄
℄℄
7
(E) DRAINAGE TROUGH @ SHOWER
REMOVE (E) DRAIN & CAP
19
10
P-3
3
XXXXX
XXXXX
(E) EXTERIOR LANDING
TO REMAIN
4'-0"
8'-10"
19'-0"
31'-10"
4'-0"
9
7
1
4
"
A-5
6
MEN
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
KEY NOTES
WALL TILE: FLORIANA "HEATHER" o/ THINSET
4
2
3
1
6
5
LINE OF WALL TILE
COUNTER TOP: GRANITE "LUNA PEARL" PER
PACIFIC STONEWORKS, VENTURA, CA
PAINT: DUNN-EDWARDS DEW 382 FADED GRAY
PARTITIONS: MET-PAR CORP.
(N) 2x6 WOOD STUD PARTITION
7(N) 2x4 WOOD STUD PARTITION
SEMI-RECESSED A.D.A. RATED DISPENSER
BOBRICK - SUBMIT MFR'S TECH DATA
LINE OF CONCRETE WALL
8
9
C: LOCKER ROOM WOMEN'S ROOM INTERIOR ELEVATIONS
SCALE:
1
4
" = 1'-0"
NORTHWESTSOUTHEAST
C: LOCKER ROOM MEN'S ROOM INTERIOR ELEVATIONS
SCALE:
1
4
" = 1'-0"
NORTH WEST SOUTHEAST
FINISH FLOORING
A-5
5
2'-4" 2'-4"
1'-3" 1'-3" 8"
3'-0"
1
1
P-3
1
5
5
1
4
1
P-3
4
1
2'-10"
2'-5"
2'-6" 2'-6" 2'-6"
1
1'-6" 1'-6"5'-0"5'-0"
3'-0"
17"-19"
3'-0"
1
2'-6" 2'-6" 2'-6"
CLEAR I.D. CLEAR I.D.
C15-010:C: A-4
LINE OF WALL BEYOND - EXTEND CHASE AS
MINIMUM REQUIRED FOR DUCTS & LINES
10
10
10
6"
ACCESSIBLE
C: GYMNASIUM
MEN AND WOMEN
RESTROOM
ELEVATIONS
CLEAN-OUTS ABOVE EACH URINAL w/ 4-INCH
DIAM. STAINLESS STEEL ACCESS PANELS
11
12
WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER
SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)
12
1
3'-4"
NOTES:
1. FURR DOWN THE FINISH CEILING AS MAY BE
REQUIRED TO ACCOUNT FOR OVERHEAD
PLUMBING LINES AND HVAC DUCTS PER 15/A-7.
2. ALL VERTICAL INSTALLATION DIMENSIONS ARE
INTENDED TO COMPLY WITH ALL RELEVANT
ACCESSIBILITY REQUIREMENTS.
3. CONFIRM THE SIZE AND LOCATIONS OF
STAINLESS STEEL ACCESS PANELS (NOTE 13)
4. CONFIRM THE OPENING (HINGED OR SCREWED)
OF ACCESS PANELS.
1
2
1316"x16", 12"x12" STAINLESS STEEL WALL ACCESS
PNLS - COORDINATE WITH PLUMBER
FIXED PANEL
14
13
13
13
13
AT WALL
BEYOND
10
10
8'-0"
WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER
SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)
15
16
ECOTHANE URETHANE SEALCOAT o/ DURALTEX
EPOXY FIN. FLOOR o/ CONCRETE SLAB (PER MFR)
2'-6"2'-6" 2'-6"
CLEAR I.D.CLEAR I.D.CLEAR I.D.CLEAR I.D.
7'-3
3
4
"
1'-5"
FIN. WALL SURFACE
3'-4"
121212
13
1
1
1
10
2'-8"2'-0"2'-0"
17"-19"
5'-0"
P-3
1
5
7'-3
3
4
"
3'-4"
2'-10"
2'-0"
17"
2'-10"
3'-2
1
2
"
2'-5"
1'-6"
2'-10"
15
2'-4" 2'-4"
1'-4"
6'-10"
1'-0"
1'-0"
5
1'-4"
3'-7
3
4
"3'-7
1
4
" 3'-7
3
4
" 6'-6
1
2
"
2'-10" 2'-10" 2'-10" 1'-6"2'-0"
7
1
4
"
2'-4"
1'-8"
3'-0"
8"
1
1
1
1
13
13
13
17"-19"
2'-10"
2'-10"
10
5
1111 11 11 11 11
55
17
TOILET SEAT COVER DISPENSER - SURFACE MOUNT
(SUPPLIED BY VENTURA COLLEGE)
17
3'-0"6"
17
10
3'-4"
A-5
5
10 10
17 17 17
WIKK AUTOMATIC DOOR OPEN ASS'Y
4'-5
1
2
"
5
9
1'-0"
16 16 16 16
16161616
FINISH FLOORING
18
PAINT CEILING: SEE A-3
18181818
18181818
10
7
2x4 PTN
19
19
(E) MTL WNDO / PROTECT IN PLACE
19
7 7
A-5
5
A-5
6
A-5
6
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
OUTSIDE CORNER DTL - TYPICAL
SCALE: HALF SCALE
5
2x FRAMING
PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"
GROUT: TEC ADVANCED PERFORMANCE #940
ANTIQUE WHITE
THINSET MORTAR: WHITE, FOR PORCELAIN
1
2
" DUROCK BACKER BOARD TO CEILING
OVER 6 MIL POLYETHYLENE MOISTURE BARRIER
WITH 1
1
4
" SUPERIOR-BIT BACKER BOARD SCREWS
AT 8" O.C. (SEE T.C.A. DETAIL #EJ-171)
SCHLUTER "SCHIENE" 10E 316L
VERTICAL EDGE TRIM
PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"
GROUT: TEC ADVANCED PERFORMANCE #940
ANTIQUE WHITE
SCHLUTER "SCHIENE" 10E 316L
VERTICAL EDGE TRIM
PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"
GROUT: TEC ADVANCED PERFORMANCE #940
ANTIQUE WHITE
C15-0010:C: A-5
TYPICAL FOR ALL
OUT CORNER CONDITIONS
C: GYMNASIUM
MEN & WOMEN
RESTROOM
SELECTED DETAILS
WALL X-SECT - TYPICAL
SCALE: 1" = 1'-0"
1
WALL X-SECT - TYPICAL
SCALE: 1" = 1'-0"
2
3x SILL P.T.D.F.
w/ HILTI SHOT PIN
@ 32" O.C.
2x STUD FRAMING
@ 16" O.C.
1
2
" DUROCK SHEATHING
FLORIANA "HEATHER"
WALL TILE
CONC. FLOOR SLAB
PAINT - ENAMEL
SEMI GLOSS FINISH
(E) 2x12 JOISTS
PERPENDICULAR
SIMPSON STCT
@ EACH JOIST
3x SILL P.T.D.F.
w/ HILTI SHOT PIN
@ 32" O.C.
2x STUD FRAMING
@ 16" O.C.
1
2
" DUROCK SHEATHING
FLORIANA "HEATHER"
WALL TILE
CONC. FLOOR SLAB
PAINT - ENAMEL
SEMI GLOSS FINISH
(E) 2x12 JOISTS
PARALLEL
SIMPSON STCT
@ EACH JOIST
2x12 BLOCKING @ 48" O.C.
PARALLEL ROOF FRAMING PERPENDICULAR ROOF FRAMING
8'-0"
8'-0"
WALL BASE DETAIL
SCALE: 3" = 1'-0"
4
SCHLUTER 10E 316L
COVE BASE TRIM - TYP.
3x SILL P.T.D.F.
w/ HILTI SHOT PIN
@ 32" O.C.
2x STUD FRAMING
@ 16" O.C.
1
2
" DUROCK SHEATHING
FLORIANA "HEATHER"
WALL TILE
A-7
4
A-7
4
3x SILL P.T.D.F.
w/ HILTI SHOT PIN
@ 32" O.C.
P.T.D.F. WOLMANIZED
2x STUD FRAMING
@ 16" O.C.
1
2
" DUROCK SHEATHING
FLORIANA "HEATHER"
WALL TILE
CONC. FLOOR SLAB
PAINT - ENAMEL
SEMI GLOSS FINISH
(E) 2x12 JOISTS
PERPENDICULAR
SIMPSON STCT
@ EACH JOIST
(E) CONCRETE WALL
PARALLEL ROOF FRAMING
AT CONCRETE WALL
8'-0"
A-7
4
WALL X-SECT - TYPICAL
SCALE: 1" = 1'-0"
3
DOORS
SCALE: 1" = 1'-0"
8
WIKK ACCESSIBILITY BOLLARD
ELECTRIC DOOR OPENER #BPS
SM-ING 36" HT. ALUM. 6063-T5
(N) 3-FT x 7-FT EXTERIOR STEEL DOOR
& FRAME ELECTRIC AND PUSH PULL
OPERATION
NOTE: DOOR OPENS TO INTERIOR
C: MEN'S ROOM EXTERIOR AEC & C: TYPICAL WOOD DOORS
POWER EQUIPMENT AT INTERIOR
3'-0"
3'-0"
7'-0"
3'-0"
3-FT x 7-FT INTERIOR WOOD DOOR w/ MTL
FRAME & PUSH PULL OPERATION
A-7
9
JAMB DETAIL
SCALE: 3" = 1'-0"
9
HEAD DETAIL
SCALE: 3" = 1'-0"
10
12 GAUGE H.M. FRAME
STEELCRAFT F-12
1
3
4
" DOOR
PORCELAIN TILE
o/ THINSET
o/
1
2
" DUROCK
5 1/2"
2"
2"
5 1
/2
"
A-7
10
A-7
13
A-7
14
JAMB DETAIL
SCALE: 3" = 1'-0"
13
HEAD DETAIL
SCALE: 3" = 1'-0"
14
4x HEADER
5 1/2"
2"
POWER EQUIPMENT AT INTERIOR
CONCRETE WALL
10"
5 1
/2
"
2"
10
"
PORCELAIN TILE
o/ THINSET
o/
1
2
" DUROCK
12 GAUGE H.M. FRAME
STEELCRAFT F-12
1
3
4
" DOOR
1
3
4
" STEEL CRAFT
B-SERIES METAL DOOR
12 GAUGE H.M. FRAME
STEELCRAFT F-12
PORCELAIN TILE
o/ THINSET
o/
1
2
" DUROCK
CONCRETE WALL
JAMB DETAIL
SCALE: 3" = 1'-0"
11
SCALE: 3" = 1'-0"
12
8"
2'-10"
8"
2'-10"
STAINLESS STEEL KICKPLATE
AT PUSH SIDE ONLY
STAINLESS STEEL KICKPLATE
AT PUSH SIDE ONLY
STAINLESS STEEL PUSH PLATE
AND PULL HANDLE
STAINLESS STEEL PUSH PLATE
AND PULL HANDLE
MORTISE DEADBOLT LOCK
PER VENTURA COLLEGE
MORTISE DEADBOLT LOCK
PER VENTURA COLLEGE
3"
OPTIONAL CARD READER
VERIFY WITH VENTURA COLLEGE
LINE OF CONCRETE (E) ALCOVE
4'-0" x 7'-3"
3"
LINE OF (E) ROUGH OPENING
3'-4" x 7'-2"
REPLACEMENT CONCRETE DETAIL
SCALE: 1" = 1'-0"
7
PORCELAIN FLOOR TILE
THIN-SET MORTAR
CRACK ISOLATION
MEMBRANE
(N) SLAB (E) SLAB
4" CONCRETE
#4 DOWEL x 12" LENGTH
@ 48" O.C. SET IN EPOXY GROUT
4" 4" 4"
#4 BARS @
24" O.C.E.W.
4" CLEAN WASHED SAND
10 MIL POLYETHYLENE
MOISTURE BARRIER
1"
SUB-SOIL COMPACT TO 90%
TEST THE NEW CONCRETE FOR MOISTURE
PRIOR TO INSTALLING FLOOR TILE
9"
SOFFIT DETAIL - OPTIONAL
SCALE: 1" = 1'-0"
15
JOIST/RAFTER FRAMING
UNISTRUT #P-2000 CHANNEL
w/ SDS SCREWED TO FRAMING
@ 16" O.C.
5
8
" TYPE- X GYP. BD. FOR WET
LOCATIONS "PURPLE BOARD"
SCREWED TO UNISTRUT
2x WALL FRAMING
NOTE: THIS DETAIL SHALL APPLY WHERE A SOFFIT MAY BE REQUIRED
NOT USED
NOT USED
5
8
" TYPE-X WATER-RESISTANT
GOLD BOND XP "PURPLE" GYPSUM BOARD
5
8
" TYPE-X WATER-RESISTANT
GOLD BOND XP "PURPLE" GYPSUM BOARD
SCALE: 1" = 1'-0"
6
WALL X-SECT @ (E) SHOWER
6'-0"
(E) 6'-0" x 6" TH. CONCRETE
SHOWER PARTITION
TO REMAIN
(E) WALL TILE ASS'Y
TO REMAIN EA. SIDE
(E) DRAIN TROUGH AT
THIS SIDE TO REMAIN
3
4
"
FILL WITH SELF-LEVELING
CEMENTITIOUS LIGHTWEIGHT FILL
BLEND WITH (E) RESTROOM FLOOR
ECOTHANE URETHANE SEALCOAT
o/ DURALTEX EPOXY FIN. FLOOR
o/ CONCRETE SLAB (PER MFR)
SCHLUTER 10E 316L
COVE BASE TRIM - TYP.
3
4
" GAP BTWN (E) WALL TILE &
(N) STUD WALL
9'-0"
3x4 P.T.D.F. SILL (WOLMANIZED)
PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"
GROUT: TEC ADVANCED PERFORMANCE #940
ANTIQUE WHITE - EXTEND TO CEILING
REMOVE (E) CEILING TILE
PATCH & PREPARE SUBSTRATE
TO BLEND SEAMLESSLY w/
THE RESTROOM & PAINT
LINE OF (E) SOFFIT TO REMAIN
REPLACE HVAC GRILLE w/
(N) STAINLESS STEEL GRILLE
REMOVE (E) SOFFIT TILE
PATCH & PREPARE SUBSTRATE
TO BLEND SEAMLESSLY w/
THE RESTROOM & PAINT
REMOVE (E) SOFFIT TILE
PATCH & PREPARE SUBSTRATE
TO BLEND SEAMLESSLY w/
THE RESTROOM & PAINT
2x4 PRESSURE TREATED
DOUGLAS FIR STUDS
@ 16" O.C.
1
2
" DUROCK SHEATHING
(E) SOFFIT w/ TILE
TO REMAIN THIS SIDE
6"
4"
2"
6-FT HT. CONC. PTN
24 GA. STAINLESS
STEEL FLASHING
BITUTHANE
ADHERE TO (E) TILE
FLORIANA "HEATHER"
WALL TILE THIS SIDE
FROM TOP OF PTN
TO CEILING
1
2
" DUROCK
3/4"
(E) EXPOSED LINE
TO REMAIN THIS SIDE
(E) H.W.
(E) EXPOSED H.W. & C.W. LINES
TO REMAIN THIS SIDE
EXTEND (N)
1
2
" CHROME PLATED
H.W. & C.W. SUPPLY LINES
TO (N) LAVATORIES - (4)
ESCUTCHEON PL.
SEAL WATERTIGHT
ESCUTCHEON PLATES
SEAL WATERTIGHT
(E) C.W.
SEAL AROUND WATER SUPPLY SUPPORTS
FOR A WATERTIGHT INSTALLATION AT THE
TOP OF THE PARTITION
PTN DETAIL
SCALE: 3" = 1'-0"
6-A
(E) EXPOSED H.W. & C.W. LINES
TO REMAIN THIS SIDE
SEAL
48" MIN.
THESE ARE TYPICAL CONDITIONS AND DIMENSIONS
OF RESTROOMS. THIS INFORMATION SHALL BE USED
AS REFERENCE FOR ALL RESTROOMS.
MINIMUM NON-ABSORBENT
SURFACE
MIRROR
MIRROR
REQUIRED
CLEAR SPACE
30" MIN.
18" MIN.
WA
LL
A
DJA
CE
NT
48" MIN.
REQUIRED
CLEAR SPACE
30" MIN.
18" MIN.
WA
LL
A
DJA
CE
NT
TYPICAL
HAND
DRYER
V-MAX
HAND
DRYER
PAPER
TOWELS
MIRROR
SHELF
C: GYMNASIUM
TYPICAL DISABLED
ACCESS RESTROOM
DETAILS
DISABLED ACCESSIBILITY NOTES
ALL OPERABLE PARTS OF TOILET ROOM ACCESSORIES SHALL BE 40-INCHES HT.
MAXIMUM ABOVE FINISH FLOOR. (11B-603.5)
TOILET ROOMS SHALL COMPLY WITH CBC, SECT. 11B-603.1
2
THE CENTER LINE OF THE ACCESSIBLE TOILET SHALL BE WITHIN17-18-INCHES OF
THE SIDEWALL OR PARTITION. (11B-604.2)
3
CLEARANCE AROUND AN ACCESSIBLE TOILET SHALL BE 60-INCHES MINIMUM MEASURED
PERPENDICULAR FROM THE SIDE WALL AND 56-INCHES FOR A WALL-MOUNTED TOILET
MEASURED PERPENDICULAR FROM THE REAR WALL. (11B-604.3.1 AND 11B-604.8.1)
4
3
CLEARANCE IN FRONT OF THE TOILET SHALL BE 60-INCHES MINIMUM WIDTH AND
48-INCHES DEPTH MANEUVERING SPACE. (11B-604.3.1)
5
6
8
7
FLUSH VALVES, MANUALLY OPERATED OR AUTOMATIC, SHALL BE LOCATED ON THE
OPEN SIDE OF THE COMPARTMENT AND 44-INCH HT. MAXIMUM. (11B-604.6)
TOILET TISSUE DISPENSERS SHALL BE 7"-9" IN FRONT OF THE TOILET AS
MEASURED TO THE CENTER LINE OF THE DISPENSER, AND 19-INCHES MINIMUM
ABOVE THE FINISH FLOOR. (11B-604.7)
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL BE 60-INCHES WIDTH
MINIMUM AND 56-INCHES DEPTH FOR WALL-HUNG TOILETS, OR 59-INCHES DEPTH
FOR FLOOR MOUNTED TOILETS. (11B-604.8.1)
9
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS SHALL BE 34-INCHES
WIDTH MINIMUM CLEAR OPENING AND BE SELF-CLOSING. (11B-604.8.1.2)
10 GRAB BARS SHALL BE 1
1
2
" DIAM. AND BE INSTALLED AT 1
1
2
" MAXIMUM FROM THE
WALL IT IS MOUNTED ON. (11B-604.8.1.5 AND 11B-609)
11
AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 35"-37" WIDTH AND
60-INCHES DEPTH MINIMUM. (11B-604.8.2.1)
12
URINAL SHALL BE INSTALLED WITH THE FRONT RIM 17-INCHES ABOVE FINISH FLOOR
AND 13
1
2
" DEPTH MINIMUM. (11B-605.2, 11B-605.4 AND 11B-305)
13
MANUAL LEVER FLUSH VALVES FOR TOILETS AND URINALS SHALL HAVE A
OPERATING FORCE NO GREATER THAN 5LBS. MAXIMUM, OPERATE WITH ONE HAND,
AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
(11B-309.4)
14
LAVATORIES SHALL BE INSTALLED AT 34-INCHES HT. WITH 29-INCHES UNDER
COUNTER CLEARANCE, AND CLEAR FLOOR SPACE. (11B-606, 11B-606.4 AND 11B-305)
15
TOILET ROOM ACCESSIBILITY SIGNAGE SHALL COMPLY WITH CBC, SECT.
11B-703.7.2.6.
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C: GYMNASIUM
MEN & WOMEN
RESTROOMS
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
BUILDING AND SAFETY - SUBMITTAL
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 010
00
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
This project has been designed by me, or
under my direct supervision.
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING - SUBMITTAL
.
ISSUED FOR CONSTRUCTION
C15-010:C: A-6
2'-6" CLR
2'0" MAX
2'10" M
AX
3'10" M
AX
4'0" M
AX
TOP OF THERMOSTAT,
SWITCH, OUTLET,
CONTROL
THERMOSTAT, SWITCH,
OUTLET, CONTROL
L
C
TOP
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
DR
AF
TE
R: Lee K
eener D
RA
WIN
G F
ILE
NA
ME
: 15806C
E100 P
AT
HN
AM
E: G
:\15\806\E
L\S
heets\C
B
UILD
IN
G D
AT
E: 14 June 2016 T
IM
E: 12:21 pm
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
UP
3
UP
103
104
130
131
C-1
C-2
DN
DN
DN
CREATIVE RESOURCE CENTER
CHILD DEVELOPMENT CENTER
PHYSICAL EDUCATION ( SMALL GYM)
BOOKSTORE / CAMPUS SERVICES
ALTERNATE TEXT PRODUCTION CENTER
APPRENTICESHIP PROGRAMS
CONTINUING EDUCATION CLASSROOMS
CONTINUING EDUCATION CLASSROOMS
ATHLETIC EVENTS CENTER (LARGE GYM)
ADMINISTRATION
AGRICULTURE / CONSTRUCTION TECHNOLOGY
APP
CRC
CDC
C
BCS
ATPC
ANNEX 4
ANNEX 3
AEC
ADM
AA
AS
HW
OO
D A
VE
AUTOMOTIVE / MANUFACTURING / WELDING SHOPS
TELEGRAPH ROAD
V E N T U R A C O L L E G E
BUSINESS / CAREER / TECHNICAL EDUCATION
CAMPUS CENTER - CAFETERIA / STUDENT ACTIVITIES
LIBRARY / LEARNING RESOURCE CENTER
INST. FOR COMMUNITY AND PROFESSIONAL DEVELOPMENT
HEATLTH / SCIENCE CLASSROOMS
HEAD HOUSEHH
LRC
CLASSROOMS
CLASSROOMS
K
J
ICPD
HSC
GUTHRIE HALL
EOPS
BUSINESS / ESL
CTE
CSA
GH
EOPS
DP
STUDIO ARTS BUILDINGSAB
T
SSC
SHC
S & R
SCI
BUSINESS / COMPUTER LABS
STUDENT SERVICES CENTER
STUDENT HEALTH / PSYCHOLOGICAL SERVICES
SCIENCES / MATHEMATICS
SHIPPING / RECEIVING
PROJECT
MAC
M & O
NMG
S
PAC
MAINTENCE / OPERATIONS
PERFORMING ARTS CENTER
MEDIA ARTS CENTER
NEW MEDIA GALLERY
BUSINESSU
VENTURA COLLEGE SPORTSPLEX
LECTURE HALLS
VCS
UV
RELOCATABLE PERFORMING ARTS ( NEAR PAC)
RELOCATABLE NURSING SKILLS LAB (NEAR LRC / SSC / MAC)
RELOCATABLE CLASSROOMS (NEAR LRC / SSC / MAC)
RELOCATABLE CLASSROOMS (NEAR BASE BALL FIELD)
MULTI-MEDIA / GRAPHICS
TR 17 - 22
TR 16
TR 12 - 15
TR 5 - 8
TR 4
TR 5-6
TR 7-8
TR 19-20
TR 22
TR 17-18
LOMA VISTA ROAD
DA
Y R
OA
D
ANNEX 3
ANNEX 4
SCI
HSC
APP
SAB
CDC
VCS
ADM
CSA
T
SCI
J
CTE
K
U
UV
GH
TR 4
AEC
C
EOPS
BCS
SSC
LRC
S
H
C
CRC
NMG
MAC
PAC
DP
WRIGHT
LIBRARY
SCI
HSC
HSC
HH
EL CAMINO
HIGH SCHOOL
CAPS
ICPD
S
AA
S & R
M & O
ATPC
1LOWER LEVEL FLOOR PLAN
2SITE PLAN
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
DR
AF
TE
R: Lee K
eener D
RA
WIN
G F
ILE
NA
ME
: 15806C
E150 P
AT
HN
AM
E: G
:\15\806\E
L\S
heets\C
B
UILD
IN
G D
AT
E: 14 June 2016 T
IM
E: 12:21 pm
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
UP
UP
103
104
130
131
C-1
C-2
DN
DN
DN
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
DR
AF
TE
R: Lee K
eener D
RA
WIN
G F
ILE
NA
ME
: 15806C
E400 P
AT
HN
AM
E: G
:\15\806\E
L\S
heets\C
B
UILD
IN
G D
AT
E: 14 June 2016 T
IM
E: 12:21 pm
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
(E) SHOWER
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
DR
AF
TE
R: Lee K
eener D
RA
WIN
G F
ILE
NA
ME
: 15806C
E401 P
AT
HN
AM
E: G
:\15\806\E
L\S
heets\C
B
UILD
IN
G D
AT
E: 14 June 2016 T
IM
E: 12:21 pm
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15
DR
AF
TE
R: Lee K
eener D
RA
WIN
G F
ILE
NA
ME
: 15806C
E600 P
AT
HN
AM
E: G
:\15\806\E
L\S
heets\C
B
UILD
IN
G D
AT
E: 14 June 2016 T
IM
E: 12:21 pm
VENTURA COUNTY
COMMUNITY
COLLEGE DISTRICT
VENTURA COLLEGE
4667 Telegraph Road
Ventura, CA 93003
C BUILDING
PUBLIC RESTROOM
RENOVATION
PROJECT DIRECTORY
SOILS ENGINEER / SEPTIC SYSTEM:
XXXX
CIVIL ENGINEER:
XXXX
STRUCTURAL ENGINEER:
XXXX
ELECTRICAL ENGINEER:
LUCCI & ASSOCIATES
805/389.6520
MECHANICAL ENGINEER:
A/E GROUP
805/653.1722
LANDSCAPE ARCHITECT:
XXXX
WATER SYSTEM / FIRE PROTECTION SYSTEM:
XXXXt
THIS PLAN IS BASED UPON DATA COMPILED
AND FURNISHED BY OTHERS.
SHEET NAME
DATE
SCALE
PROJECT
SHEET NUMBER OF SHEETS
C15 - 007
15-806
ROY E COLBERT
ARCHITECTURE
PLANNING
DESIGN
353 SAN JON ROAD
VENTURA, CA 93001
805 / 650 . 9590 PH
805 / 650 . 9589 FX
CALIFORNIA C12050
N.C.A.R.B.
AS SHOWN
12/08/15