TR 5-6

TR 7-8

TR 19-20

TR 22

TR 17-18

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: 6

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

AEC: DEMOLITION PLANS

AEC: (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

AEC PLUMBING FLOOR PLANS

SELECTED PLUMBING DETAILS

AEC / 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

15-007:AEC: COVER

AEC: EVENT CENTER

MEN & WOMEN

RESTROOM

COVER SHEET

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

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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.

OPEN TO GYMNASIUM BELOW

FIXED SEATING

EXERCISE AREA

ENTRY LOBBY

TICKETS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

15-007:AEC: A-1

A-2: AEC DEMO PLAN

A-4: AEC IMPROVEMENT PLAN

A-2: AEC DEMO PLAN

A-4: AEC IMPROVEMENT PLAN

SCALE:

1

32

" = 1'-0"

UPPER LEVEL FLOOR PLAN

AEC BLDG

AEC: EVENT CENTER

MEN & WOMEN

RESTROOM

KEY PLANS

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

DEMO FLOOR PLANS

DEMO KEY NOTES

(E) 8-INCH CONCRETE WALL TO REMAIN

D4

D2

D3

D1

D7

D6

D5REMOVE (E) TILE FLOORING & REPAIR MORTAR

BED

D8

D9

(E) 2x8 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

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) 4-INCH CAST IRON WASTE LATERAL (DOWN)

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) 3-INCH CAST IRON WASTE LATERAL (DOWN)

TO REMAIN

(E) 2-INCH CAST IRON WASTE LATERAL (DOWN)

TO REMAIN

REMOVE (E) WALL HUNG URINALS

REMOVE (E) WALL HUNG LAVATORIES

REMOVE (E) WALL HUNG TOILETS

REMOVE (E) TOILET ENCLOSURE PARTITIONS

REMOVE (E) PLASTER CEILING AND WOOD FRAMED

SOFFITS

REMOVE (E) ACCESSORIES: SHELVES/MIRRORS/

TOWEL DISPENSERS/ ETC.

28'-10

3

4

"

6'-0"

22'-10

3

4

"

20'-6"

17'-1"

3'-5"

7'-7

3

4

"

11'-6"9'-9"

D1 D10 D12

D4 D6

D14

D4 D6

F.D.

D7

F.D.

D7

F.D.

D7

D2D1 D4

D5

D5

D5

D5

D5

D18

D18

D18

D18

D18

REMOVE (E) PRIVACY PARTITION

D19

D19

D16

D16

D16

D15 D15 D15 D15 D15 D15 D15 D15 D15D15

D5

D16 D16D16D16 D16

D14

D17

D17

D17

D17

D17

D17

D6D3

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

D11 D11

D10

D10

D11

D11

D11

D6D3

D8

D8

D9

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

D8

D12

D17

D17

D17

D17

D17

D17

D17

D17

D17

D17

D14 D14

D18

D18

D18

D18

D18

D18

D18

D18

F.D.

D7

F.D.

D7

D11D11

D5

D5

D5

D5

D5

D5

D25D6

D1

D14

D14

D4 D6

D4 D2

D1

21'-3

1

2

"

19'-1

1

2

"

1'-1"1'-1"

14'-6"

3'-5

3

4

"3'-1

1

4

"

(E) ELECTRICAL PANEL TO BE PROTECTED

D21

D21

AEC: EXISTING MEN'S ROOM DEMOLITION FLOOR PLAN

SCALE:

1

2

" = 1'-0"

AEC: EXISTING WOMEN'S ROOM DEMOLITION FLOOR PLAN

SCALE:

1

2

" = 1'-0"

D16 D16D16D16 D16

3'-7"14'-0"

3'-8

1

2

"

D6

D6D25

D9

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

D9

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

D11

4-INCH C.O.T.G. TO REMAIN

D22D11

D8D8

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

AEC: GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

PRELIMINARY - NOT FOR CONSTRUCTION

15-007:AEC: A-2

(E) F.C.O. @ TICKET BOOTH

D10D13

D23(E) DRINKING FOUNTAINS TO REMAIN

D23

D24

REMOVE (E) DOORS & PREP FOR (N)

D24D24

D24

D25REMOVE (E) 2x4 FRAMED WALL

D25

EXPOSE THIS (E) CHASE DURING

DEMOLITION FOR ACCESS TO

PLUMBING

D26REMOVE (E) DRINKING FOUNTAIN AT THIS

LOCATION

D26

D6D25D6D25

D27

(E) SKYLIGHTS TO REMAIN - REMOVE CEILING

TILES & PREP FOR (N) GYP. BD.

D27

D27

D27

D27

D28REMOVE/REPLACE EXHAUST FAN COVER PLATE -

WHITE

D28

D28

D14

20'-9

1

2

"

21'-3

1

2

"

19'-9"1'-1"

5'-0" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

2'-0"

5'-0"

1'-7

1

2

"

3'-0"4"

4'-10"

1'-6"4'-5" 2'-0"

6'-0"

2'-10"

9'-4"

1'-6"

3'-6"

5'-0

1

2

"

3'-0"

3'-1"

1'-6

1

2

"

28'-10

3

4

"

6'-0"

22'-10

3

4

"

17'-1"

3'-5"

5'-3"

13'-10

3

4

"

9'-9"

1 10 12

AEC: (N) WOMEN'S ROOM FLOOR PLAN

SCALE:

1

2

" = 1'-0" SCALE:

1

2

" = 1'-0"

AEC: (N) MEN'S ROOM FLOOR PLAN

2'-1"

16'-0

1

2

"

5'-3"

1'-7

1

2

"

3'-0" 4"

2'-10"

9'-4"

1'-6" 4'-5"2'-6"2'-6"2'-6"2'-6" 2'-6"2'-6"

1'-5

3

4

"

3'-1" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

2'-6" I.D

.

CLE

AR

6'-0"

5'-0"

14'-1

1

2

"

3'-0"3'-0"3'-0"3'-0" 2'-11"

3'-0" I.D

.

CLE

AR

3'-0"

3'-0"

7'-9" I.D. CLEAR

6'-6"

20'-6"

2'-6"

5'-0"

5'-1

1

2

"

KEY NOTES

(E) 8-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

7

PORCELAIN WALL TILE o/ THINSET MORTAR o/

1

2

"

DUROCK BOARD TO 8-FT - TYP. ALL WALLS

8

8

8

8

7

1'-3"

2'-7"

2'-7"

2'-7"

2'-7"

2'-7"

1'-3"

1'-5

1

2

"

3'-0"3'-0"3'-0"3'-0"

1'-6"

3'-6"

(N) 2x6 WOOD STUD PARTITION

8

8

8

8

6

5

3

8

17

18

19

20

21

22

15

16

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

CERAMIC TILE FLOORING o/ THINSET o/ CUSTOM

"REDGARD" MEMBRANE

KOHLER KINGSTON TOILET #K-4325 (WHITE) w/

#K-4731-C SEAT 1.6 GPF - SEE PLUMBING PLANS

24

11

11

11

11

11

24

1111111111

111111

VERIFY SEAT

@ 17"-19" A.F.F.

VERIFY SEAT

@ 17"-19" A.F.F.

10

10

10

10

10

2'-8" DR. PNL.

2'-8" DR. PNL.

2'-4" DR. PNL.

2'-4" DR. PNL.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4

" D

R. P

NL

.

2'-4" DR. PNL.

2'-4" DR. PNL.

8

6

8

8

8

7

2 4 4

7

2 7

8

CHICAGO FAUCET #802-V 317ABCPD

13131313

13131313131313

KOHLER DEXTER URINAL #K-0-5015-ET (WHITE) 0.5

GPF - SEE PLUMBING PLANS

15

14

3'-0" DR. PNL.

1'-0"

1'-0"

15

5'-3"

4'-0"

8 8

8

8

EX

IS

TIN

G M

EC

HA

NIC

AL

C

HA

SE

T

O R

EM

AIN

EXTEND (E) MECHANICAL CHASE AS REQUIRED

FOR (N) PLUMBING FIXTURES/STALLS

17

6

8

8

ASI #9012 BABY CHANGING STATION - SURFACE

MOUNT - NOTE MEN'S ROOM CONDITION

18

18

FLORIANA "HEATHER" 12" x 24"

(LOWE'S #0486888) PORCELAIN

2'-6" 2'-6" 2'-6"

7'-6"

EX

IS

TIN

G M

EC

HA

NIC

AL

C

HA

SE

T

O R

EM

AIN

7

8

5

12

12

12

12

12

12

AMBULATORY

ACCESSIBLE

WHEELCHAIR

ACCESSIBLE

15

AMBULATORY

ACCESSIBLE

WHEELCHAIR

ACCESSIBLE

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC: GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

GRAB BAR / PARTITION / CHANGING STATION

SHALL BE MOUNTED INTO CONCRETE WALL WITH

1

4

" EPOXY ANCHOR INTO CONCRETE WALL

1919

1'-6

1

2

"

3'-0"

3'-0"

3'-1

1

2

"

VERIFY SEAT

@ 17"-19" A.F.F.

3'-0" I.D

.

CLE

AR

7

1

2

"

21

7

1

2

"

5'-0

1

2

"

20

17

4

4

4

4

8

KOHLER TAHOE LAVATORY #K-2890-4U (WHITE)

UNDERCOUNTER MOUNT - SEE PLUMBING PLANS

14 14 14 14

1414

1414141414

19

15

15

20

20

8"

8"

6"

8" 8" 8" 8" 8"

3'-0"

8"

3'-0"

6"

2'-11"

8"

5'-0" I.D

.

CLE

AR

3'-6"

GEORGIA PACIFIC #56508 SOFPULL TOILET TISSUE

DISPENSER - INSTALL BY CONTRACTOR

22

7

1

2

"

7

1

2

"

22

FIN.

℄

℄℄

℄℄

℄℄

℄℄

℄℄

℄℄℄

FIN.

FIN.

FIN

.

FIN

.

FIN

.

FIN

.

℄℄℄℄℄℄

BOBRICK #B-270 SANITARY NAPKIN DISPOSAL AT

WOMEN'S COMPARTMENTS

25 25 252525

25 25 25

25

25

25

25

℄

℄℄

3'-0

1

2

"

3'-0"

1'-6"

FIN.

℄℄

1'-6"

3'-0

1

2

"

℄

℄℄

℄

℄

FIN.

FIN.

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

26

EXTREME-AIR #GXT9-M ELECT. HAND DRYER; 120v

1500w / 6.5AMP o/ SEPARATE CIRCUIT

2727

2727

3'-6

1

8

"

5'-0"

3'-0" I.D

.

CLE

AR

F.O.S.

F.O.S.

F.O.S.

F.O.C.W.

F.O.C.W.

F.O.C.W.

F.O.S.

F.O.S.

F.O

.S

.

F.O

.C

.W

.

F.O

.S

.

FIN

.

F.O

.S

.

F.O

.S

.

F.O

.S

.

F.O

.C

.W

.

F.O

.S

.

F.O

.S

.

F.O

.S

.

COUNTER TOP:

3

4

" GRANITE "LUNA PEARL", FROM

PACIFIC STONEWORKS, 31 PEKING ST., VENTURA,

CA 93001 [805/648.4098] o/

3

4

" PLYWOOD

28

2828

28

8"

8"

GEORGIA PACIFIC #57710 SAF-T-GARD TOILET SEAT

COVER DISPENSER - INSTALL BY CONTRACTOR

23

23

23

20

22

20 20 20 20

20

20

20 20

23

23

23

23

23

23 23

23

23

23232323

RESTROOM FINISH SCHEDULE

WALLS:

TILE GROUT PAINT

TEC ADVANCED PERFORMANCE

#940 "ANTIQUE WHITE"

FLOORS

DUNN-EDWARDS: DEW 382 FADED GRAY

@ WALLS ABOVE TILE & CEILINGS

AMERICAN OLEAN "SHADOW BAY"

SEA GRASS SH52 12"x12" PORCELAIN

ACCESSORIES

FINISH VERTICAL EDGE: SCHLUTER "SCHIENE" #10 (

3

8

")

EDGE PROFILE; STAINLESS STEEL

CUSTOM "REDGARD" WATERPROOF &

CRACK ISOLATION

TILE MEMBRANE ACCESSORIES

COVE BASE: SCHLUTER "DILEX-HKUE"

w/ #HKUR 10E AT CORNERS; STAINLESS STEEL

GROUT

TEC ADVANCED PERFORMANCE

#934 "DELOREAN GRAY"

BOBRICK #B-2888 TOILET TISSUE DISPENSER

SURFACE MOUNT

BOBRICK #B-2888 TOILET TISSUE DISPENSER

SURFACE MOUNT w/ EXPANSION ANCHOR INTO

CONCRETE WALL

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

29

29

29

29

29 29 29 29 29

292929

29

29

29

29

29

29

29

29

29

29

11

KOHLER KINGSTON TOILET #K-4325 (WHITE) w/

#K-4731-C SEAT 1.6 GPF - SEE PLUMBING PLANS

PEMKO SADDLE ADA THRESHOLD TO BLEND (N)

FLOOR TILES FOR A SMOOTH FINISH SURFACE

3030

16"x16", 12"x12" STAINLESS STEEL WALL ACCESS

PNLS - COORDINATE WITH PLUMBER

32

(N) 3-FT WIDTH DOOR / IN-SWING / PUSH-PULL

HARDWARE / CLOSER / 1

1

2

PR STNLSS STL HINGES

32

9

9

9

9

9

9

9

9

9

9

9

9

9

INSTALL (N) DISABLED ACCESS SIGNAGE FOR

UNISEX RESTROOMS PER CBC, CHAP. 11

33

33

33

33

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

FLOOR PLANS

LOBBY AREA - EGRESS (11B-207)

15-007:AEC: A-3

32

33

3'-0

" D

R. P

NL

.

3'-1

1

2

"

(E) DRINKING FOUNTAIN & RAILINGS TO REMAIN

36

INSTALL (N) 1

1

2

" DIAM. STAINLESS STEEL PIPE

RAILS w/ 2x BLOCK'G IN (E) WALL - 3'-0" I.D. CLEAR

35

34

35

A-5

6

P-3

1

P-3

1

A-5

5

P-3

4

P-3

4

A-5

5

A-5

5

A-5

5

P-3

3

P-3

3

P-4

3

P-3

3

P-3

3

26

A-6

1

A-6

2

A-5

1

A-5

2

A-5

2

A-5

1

A-5

1

27

SIM.

A-5

1

A-5

1

SIM.

(N) DRINKING FOUNTAIN - ELKAY #LZSG8WSSK

STAINLESS STEEL PER ADA REQ'TS

℄ ℄

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.

10. REMOVE (E) CEILING TILES & INSTALL (N)

5

8

" TYPE-X GYP. BD.

USG "PURPLE BOARD" FOR WET LOCATIONS.

31

3131

31

(E) SKYLIGHTS TO REMAIN - (N)

5

8

" TYPE-X GYP.

BD. AT LIGHT-WELL SHAFT

37

37

(N) EXHAUST FAN COVER PLATE - WHITE

38

38

37

37

A-5

8

A-5

8

3'-0" I.D

.

CLE

AR

(N)

5

8

" TYPE-X (1-HR) GYP. BD. CEILING

THROUGHOUT

39

39

39

39

39

39

39

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC: GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

2

1

1 1

1

3

7(N) 2x4 WOOD STUD PARTITION

7

4

4

5

2'-4" 2'-4" 2'-8"

ADAPTABLE ACCESSIBLE

8'-0"

2'-10"

2'-5"

4'-5"

4'-9

1

2

"

2 2 27

7

5 5

3'-0" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4"

8"6" 8"

7

6'-10"

1'-0"

1'-0"

7'-9"

ACCESSIBLE BEYOND

5'-0"

3 3 3 3 3

6

1

1

5 5

3'-4"

5'-0" 5'-0"

3'-6

1

8

"

8" 8" 8" 8" 8" 8"

4'-11"

6'-6"

5

2'-4" 2'-4"

8"8"

2'-8"

ADAPTABLE

3'-0"

8"ACCESSIBLE

18'-0"

11'-0" 4'-5"

3'-4"

SEMI-RECESSED A.D.A. RATED DISPENSER

BOBRICK - SUBMIT MFR'S TECH DATA

EXTREME-AIR #GXT9-M ELECT. HAND DRYER; 120v

1500w / 6.5AMP o/ SEPARATE CIRCUIT

8

88

88

9

14

2

3

1

1

4

1

1

33 3

2 2

3 3

2

1

1 1

1

7

6

5

7"-9"

ACCESSIBLE

4

3'-0"

17"-19"

FINISH FLOORINGFINISH FLOORING FINISH FLOORING

1'-6"

17"-19"

2'-10"

2'-5"

2'-6" 2'-6" 2'-6" 2'-6" 2'-6"2'-6"

CLEAR I.D. CLEAR I.D. CLEAR I.D. CLEAR I.D. CLEAR I.D. CLEAR I.D.

3'-0"

FINISH FLOORING FINISH FLOORINGFINISH FLOORINGFINISH FLOORING

AEC LOBBY: (N) WOMEN'S ROOM INTERIOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

NORTHWESTSOUTH EAST

AEC (N) MEN'S ROOM INTERIOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

NORTHWESTSOUTH EAST

1'-5"

A-5

5

P-3

4

A-5

5

P-3

1

A-5

1P-3

4

A-5

5

P-3

4

A-5

5

P-3

4

2'-6" 2'-6" 2'-6" 2'-6" 2'-6"

2'-6" 2'-6" 2'-6"

2'-0

1

8

"

1'-6"

1'-6"

1'-0"

4'-0"

2'-0"

1'-0"

5'-10"

15-007:AEC: A-4

LINE OF WALL BEYOND - EXTEND CHASE AS

MINIMUM REQUIRED FOR DUCTS & LINES

10

ACCESSIBLE

5

5

10

CLEAN-OUTS ABOVE EACH URINAL w/ 4-INCH

DIAM. STAINLESS STEEL ACCESS PANELS

11

1111

12

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

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

13

13

13

13

13

AT WALL

BEYOND

13

AT WALL

BEYOND

FIN

. T

ILE

℄

℄℄℄℄℄℄

℄

9

℄ ℄ ℄ ℄

13 13

13 13

13

AT WALL

BEYOND

13

13

FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL

8'-0"

2'-10"

2'-5"

2'-0" 1'-2"

2'-0"1'-2"

14

5

13

13

13

AT WALL

BEYOND

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

1

1

14

1

1

15

RICHARDS-WILCOX #105 SERIES SLIDING DOOR

ASS'Y w STAY ROLLER & H.D. OFFSET HASP

16

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

ELEVATIONS

(N)

5

8

" TYPE-X (1-HR) GYP. BD. CEILING

THROUGHOUT

16161616

16 16 16 16

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

PRELIMINARY - NOT 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

15-007:AEC_C: A-7

TYPICAL FOR ALL

OUT CORNER CONDITIONS

PIPE RAIL DETAIL AT DRINKING FOUNTAINS

SCALE: 1" = 1'-0"

6

1'-6"

2'-9"

3

1

2

" O.D. RADIUS +/-

BUTT WELD

GRIND SMOOTH

TYP. EA. END

1

1

2

" DIAM. STAINLESS

STEEL PIPE RAILING

GRIND SMOOTH ALL

WELDS

4-HOLE FLANGE

ANCHOR INTO BLOCKING

TYPICAL

FLANGE w/

SET SCREW

SET POST IN CORE DRILLED HOLE

BTTM OF SLEEVE CLOSED w/ PLATE

SLEEVE I.D. = PIPE O.D. +

1

16

"

SET POST & SLEEVE IN GROUT(E) CONC. FL'R SLAB

6"

4"

REPAIR ALL ADJACENT WALL

AND FLOOR SURFACES TO MATCH

THE EXISTING SURFACES

4-HOLE FLANGE

ANCHOR INTO BLOCKING

TYPICAL

(N) TILE FIN.

2x8 BLOCK'G

2x8 BLOCK'G

SECURE BLOCK TO STUDS

w/ (2)-#9x1

1

2

" SDS SCREWS

@ EACH END

AEC: EVENT CENTER

C: GYMNASIUM

RESTROOM

SELECTED DETAILS

WALL FRAMING

ADD 2x FRAMING

FOR ADD'L SUPPORT

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

AEC: TYPICAL WOOD DOORS

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

4x HEADER

PORCELAIN TILE

o/ THINSET

o/

1

2

" DUROCK

12 GAUGE H.M. FRAME

STEELCRAFT F-12

1

3

4

" DOOR

8"

2'-10"

STAINLESS STEEL KICKPLATE

AT PUSH SIDE ONLY

STAINLESS STEEL PUSH PLATE

AND PULL HANDLE

MORTISE DEADBOLT LOCK

PER VENTURA COLLEGE

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"

9

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

2'-9"

3'-1

1

2

"

3'-0"

ELKAY LZSG8WSSK

DRINKING FOUNTAIN

& BOTTLE FILLER

ADA MOUNTING

6'-0"

4'-0"

FLORIANA "HEATHER" 12" x 24"

WALL TILE o/ THINSET MORTAR

o/ DUROCK BACKER BOARD

FLORIANA "HEATHER" 2

1

2

" FACE

BULLNOSE o/ THINSET MORTAR

o/ DUROCK BACKER BOARD

2'-7

1 4

"

2'-3"

1

2

" DUROCK

ADA SADDLE DTL

SCALE: 1" = 1'-0"

8

PORCELAIN FLOOR TILE

ADA SADDLE

(E) FIN. FL'R @ LOBBY

AEC / C BLDGS:

TYPICAL DISABLED

ACCESS RESTROOM

DETAILS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC: GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

15-007:AEC_C: A-8

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

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

AUTO-

MATIC

HAND

DRYER

PAPER

TOWELS

MIRROR

SHELF

RESTROOM ACCESSIBILITY CODE REFERENCES

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 18 INCHES FROM 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 WHEN AT LEAST

ONE SIDE WALL PROVIDES 9-INCH HEIGHT TOE SPACE UNDER. (11B-604.3.1 AND 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

4

" - 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 DOOR SYMBOLS SHALL COMPLY WITH CBC, SECT. 11B-703.7.2.6.

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 34 - 44" A.F.F.

(CBC, 11B-404.2.7)

5. FLOOR SURFACE (PER FINISH SCHEDULE) SHALL BE INSTALLED TO TO BE STABLE,

FIRM & 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

" - 2" DIAMETER WITH

1

1

2

" CLEAR SPACE BETWEEN THE BAR AND THE WALL. (CBC, 11B-609.2.1)

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 THE TOP OF THE GRAB BAR SHALL BE

BETWEEN 33" - 36" ABOVE FINISH FLOOR.

8. ACCESSIBLE URINALS SHALL BE STALL TYPE OR WALL-HUNG TYPE, EACH

WITH ELONGATED RIMS AT 17" MAXIMUM 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.

11. ALL 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 ABOVE THE ACCESSIBLE

LAVATORY, IT SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE

MIRRORED SURFACE AT 40" MAX. ABOVE THE FINISHED FLOOR.

ACCESSIBILITY GENERAL NOTES

13

1

2

"

11B-605.2

40" MAX.

PER MANUF.

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

AEC 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

rcolb@sbcglobal.net

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

AEC 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

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: C

M02 D

RA

WIN

G F

ILE

NA

ME

: 15806A

EC

E100 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\A

EC

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 8:25 am

OPEN TO GYMNASIUM BELOW

FIXED SEATING

EXERCISE AREA

ENTRY LOBBY

TICKETS

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

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC 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

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

1UPPER LEVEL FLOOR PLAN

2SITE PLAN

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC 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

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: C

M02 D

RA

WIN

G F

ILE

NA

ME

: 15806A

EC

E150 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\A

EC

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 8:25 am

OPEN TO GYMNASIUM BELOW

FIXED SEATING

EXERCISE AREA

ENTRY LOBBY

TICKETS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC 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

rcolb@sbcglobal.net

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

AEC 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

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: C

M02 D

RA

WIN

G F

ILE

NA

ME

: 15806A

EC

E400 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\A

EC

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 8:25 am

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC 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

rcolb@sbcglobal.net

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

AEC 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

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: C

M02 D

RA

WIN

G F

ILE

NA

ME

: 15806A

EC

E401 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\A

EC

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 8:25 am

OPEN TO GYMNASIUM BELOW

FIXED SEATING

EXERCISE AREA

ENTRY LOBBY

TICKETS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

15-007:AEC: P-1

1. THE SCOPE OF WORK COVERED BY THESE PLUMBING DRAWINGS SHALL INCLUDE ALL LABOR, PLUMBING FIXTURES,

FITTINGS, EQUIPMENT, PRODUCTS, ACCESSORIES AND ALL ASSOCIATED MATERIALS NECESSARY FOR AND REASONABLY

INCIDENTAL TO THE PROPER INSTALLATION OF THE ENTIRE PLUMBING WORK SHOWN ON THE ARCHITECTURAL AND

PLUMBING DRAWINGS, INCLUDING THE NOTES AND SPECIFICATIONS. THE SCOPE SHALL FURTHER INCLUDE THE REMOVAL

OF ALL ITEMS SHOWN AND NOTED ON THE ARCHITECTURAL AND PLUMBING PLANS.

2. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO THE START OF WORK.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR OWNER OF DISCREPANCIES AND UNFORESEEN CONDITIONS.

4. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES WITH RESPECT TO ELEVATION, SIZE, LOCATION, MATERIAL,

METER (IF APPLICABLE) AND POINTS-OF-CONNECTION.

5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO VERIFY THE DISINFECTING OF ALL AFFECTED WATER LINES

WITHIN THE SCOPE OF THE PROJECT (CPC; SECT 609.9).

6. UNLESS OTHERWISE INDICATED THE CONTRACTOR SHALL BE THE RESPONSIBLE AGENT TO OBTAIN AND PAY FOR

ALL PERMITS, FEES, CONNECTION CHARGES, AND TEMPORARY SERVICE CHARGES WHERE APPLICABLE.

7. ALL MATERIALS AND METHODS OF INSTALLATION SHALL COMPLY WITH THE CALIFORNIA PLUMBING CODE, 2013 ED.,

AND ANY OTHER STATE AND LOCAL ORDINANCES.

8. THE CONTRACTOR SHALL FULLY COORDINATE THIS WORK INCLUDING ANY FIELD DETAILS WITH OTHER AFFECTED

TRADES TO AVOID ALL INTERFERENCES, TO MAINTAIN ALL REQUISITE CLEARANCES, AND TO AVOID UNNECESSARY DELAYS

9. THE CONTRACTOR AT PREPARE AND PAY FOR 5 COPIES OF THE MANUFACTURER'S TECHNICAL BROCHURES, INSTALLATION

DRAWINGS, SPECIFICATIONS, CUT SHEETS AND OTHER INFORMATION TO COMPLETELY VERIFY THE PLUMBING FIXTURES,

ACCESSORIES, EQUIPMENT, PRODUCTS, MATERIALS AND ASSOCIATED ITEMS. THIS INFORMATION SHALL BE ASSEMBLED

IN BINDER FORMAT (BOOK FORM) AND SUBMITTED TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO INSTALLATION.

10. THE CONTRACTOR SHALL VERIFY THE INSTALLATION OF TOILETS, LAVATORIES, URINALS, AND DRINKING FOUNTAIN

PLUMBING FIXTURES AND ALL RESTROOM ACCESSORIES COMPLY WITH ALL DISABILITY ACCESS REQUIREMENTS

PER CBC; CHAPTER 11B AND THE AMERICANS FOR DISABILITY ACT.

11. THE CONTRACTOR SHALL VERIFY THE DIMENSIONED LOCATION OF ALL PLUMBING FIXTURES PRIOR TO THE START OF WORK.

THE EXACT LOCATION OF THE PLUMBING FIXTURES IS SHOWN ON THE ARCHITECTURAL DRAWINGS.

12. THE CONTRACTOR SHALL PAY ALL COSTS OF DESIGN AND INSTALLATION FOR CHANGES RESULTING FROM THE

SUBSTITUTION OF ALTERNATE PLUMBING FIXTURES, ACCESSORIES, AND ANY OTHER PRODUCTS NOT NOTED.

ACCEPTANCE OF ALTERNATE PLUMBING FIXTURES, ACCESSORIES, AND OTHER PRODUCTS DOES NOT CHANGE THIS

RESPONSIBILITY OR REQUIREMENT.

13. THE DRAWINGS ON THE PLUMBING PLAN SHOW THE PIPES AND LINE DIAGRAMMATICALLY (SCHEMATICALLY).

THE CONTRACTOR SHALL ALLOW FOR MINOR RE-ROUTING AS MAY BE REQUIRED AS INCLUDED IN THE SCOPE OF THIS WORK.

14. THE CONTRACTOR SHALL VARY THE RUN OF PLUMBING LINES AND PIPES, AND INSTALL OFFSETS DURING THE PROGRESS

OF THE INSTALLATION AS MAY BE REQUIRED TO AVOID STRUCTURAL, HVAC, ELECTRICAL SERVICE, AND ANY OTHER

CONFLICTS WITH THIS WORK.

15. ALL BUILDING WASTE DRAIN LINES SHALL SLOPE

1

4

" PER FOOT MINIMUM.

16. CLEANOUTS SHALL BE READILY ACCESSIBLE, AND SHALL BE INSTALLED WITH ADEQUATE SPACE CLEARANCE FOR

EFFECTIVE USE. CLEANOUTS SHALL NOT BE LOCATED IN HIGH TRAFFIC AREAS OR WORK STATION AREAS. PROVIDE

CLEANOUTS WITH 135 DEGREES OF TURN AND LOCATE AT 100-FT INTERVALS MAXIMUM.

17. PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL FLOOR DRAINS AND INFREQUENTLY USED PLUMBING RECEPTACLES.

18. ANY VENT PIPES THROUGH THE ROOF SHALL BE LOCATED A MINIMUM OF 10'-0" CLEARANCE FROM ANY HVAC AIR INTAKES,

WINDOWS, VENTS AND OPENINGS INTO THE BUILDING. TIE THE VENT PIPES TOGETHER TO CREATE A MINIMUM NUMBER

OF ROOF PENETRATIONS.

19. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR WATERPROOF SEALING ALL ROOF PENETRATIONS INTO THE BUILDING.

THE CONTRACTOR SHALL COORDINATE THIS WATERPROOF SEALING THE ROOFING CONTRACTOR OR GENERAL CONTRACTOR.

20. ALL HOT WATER PIPING SHALL BE INSULATED WITH ONE-INCH MINIMUM FIBERGLASS INSULATION WITH ASSOCIATED JACKETING

AND "ZESTOON" FITTINGS, OR APPROVED EQUAL.

21. ROUGH-IN ALL WASTE LINES AND SUPPLY LINES TO ALL FIXTURES AND SPECIAL EQUIPMENT, AND MAKE ALL FINAL

CONNECTION HOOK-UPS ACCORDING TO THE MANUFACTURER'S INSTALLATION DRAWINGS AND REQUIREMENTS.

22. PIPING AND LINES SHALL NOT PASS THROUGH ANY FOUNDATION FOOTINGS UNLESS OTHERWISE SHOWN AND NOTED

ON THE PLANS. REFER TO THE ARCHITECTURAL AND STRUCTURAL PLANS.

23. SEAL ALL PIPING LINES THAT MAY PASS THROUGH ANY FIRE-RATED WALL OR CEILING ASSEMBLY WITH AN ICC APPROVED

FIRE STOP MATERIAL.

24. SUSPENDED PIPING LINES SHALL BE INSTALLED WITH ADJUSTABLE "J" HANGERS AND THREADED RODS, AND SHALL BE

DOUBLE NUTTED. HANGERS AND SUPPORTS SHALL BE SIZED TO FULLY SUPPORT THE FULL WEIGHT OF EACH PIPE,

THE WEIGHT OF THE FLUID AND THE WEIGHT OF THE INSULATION. PROVIDE 12-INCH LENGTH 24 GAUGE SHEET METAL

SLEEVE AT INSULATED PIPES WHERE SUPPORTED BY HANGERS.

25. EACH HANGER OR CLAMP SHALL BE INSTALLED WITH ISOLATION MATERIAL HAVING LIGHT GAUGE STEEL BAND BACKING

IN ORDER TO ISOLATE ELECTROLYSIS AND SOUND VIBRATION. THIS ISOLATION MAY NOT BE REQUIRED FOR SOIL, WASTE,

VENT AND FUEL GAS PIPE LINES.

26. ISOLATE ALL PIPING LINES FROM STRUCTURAL COMPONENTS WITH FELT PADS OR TRISOLATORS.

27. ALL INSULATED PIPING LINES SHALL HAVE A SADDLE INSTALLED AT EACH HANGER OR SUPPORT.

THESE SADDLE ASSEMBLIES SHALL BE SIZED FOR THE RESPECTIVE PIPE DIAMETERS AND FOR INSULATION THICKNESS.

28. SAW-CUTTING OF CONCRETE FLOORS AND WALLS, AND CUTTING OF OTHER STRUCTURAL COMPONENTS SHALL BE SUBJECT

TO APPROVAL BY THE ARCHITECT AND THE OWNER PRIOR TO THE START OF THIS WORK.

29. ALL SUPPLY LINES SHALL BE EQUIPPED WITH QUARTER TURN BALL VALVES AT THEIR RESPECTIVE TERMINATION.

30. INSTALL DI-ELECTRIC UNIONS AT ANY PLUMBING CONNECTION OF DISSIMILAR METALS.

31. ALL PRESSURIZED WATER LINE PIPING BELOW GRADE SHALL BE INSTALLED WITH 2'-6" DEPTH MINIMUM COVER BELOW GRADE.

32. INSTALL SHUT-OFF VALVES AT THE TERMINATION OF ALL WATER AND FUEL GAS ROUGH-IN LINES PRIOR TO CONNECTING

FINAL HOOK-UPS TO PLUMBING FIXTURES AND EQUIPMENT.

33. ALL BURIED BLACK STEEL PIPE SHALL BE FACTORY WRAPPED WITH PROTECTIVE CHLORIDE OR POLYETHYLENE TAPE;

SCOTHCHWRAP #51, OR EQUAL.

34. PROVIDE AND INSTALL WATER HAMMER ARRESTORS FOR ALL QUICK ACTING VALVES, AND AT THE END OF LONG WATER

PIPING RUNS.

35. MAXIMUM WATER TEMPERATURE SHALL BE LIMITED TO 110 DEGREE FAHRENHEIT FOR ALL PUBLIC LAVATORIES.

36. PURGE ALL WATER AND GAS LINES PRIOR TO FINAL INSPECTION.

37. TEST ALL WATER LINE SYSTEMS AT A HYDROSTATIC PRESSURE OF 150 PSIG MINIMUM WITH A 5 PSIG PERMISSIBLE

DROP AFTER FOUR (4) HOURS DURATION.

38. FILL AND TEST THE ENTIRE WASTE DRAIN AND VENT ASSEMBLY WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK

FOR A DURATION OF TWO (2) HOURS.

39. FILL AND TEST THE ENTIRE INTERIOR RAIN WATER ASSEMBLY WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK

FOR A DURATION OF TWO (2) HOURS, IF APPLICABLE.

40. TESTS MUST BE PERFORMED AND ALL SYSTEMS CONFIRMED FOR THEIR INTENDED USE PRIOR TO FINAL PAINTING, COVERING,

INSULATING, FURRING, AND/OR CONCEALING ANY PIPING.

41. UPON COMPLETION OF THE WORK, ALL CHANGES, ALTERATIONS AND MODIFICATIONS SHALL BE NOTED ON A SET OF DRAWING

PRINTS, AND DELIVERED TO THE ARCHITECT.

PLUMBING NOTES

G

HW

CW COLD WATER LINE

HOT WATER LINE

FUEL GAS LINE

SANITARY WASTE (DRAIN) LINE

(E) SANITARY WASTE (DRAIN) LINE

VENT PIPE

DRAINS/FLOOR DRAINS

FLOOR CLEAN OUT

WALL CLEAN OUT

P.O.C. (POINT OF CONNECTION)

S.O.V. (SHUT-OFF VALVE)

L-ANGLE / T-ANGLE

PLUMBING LEGEND

MINIMUM CONNECTION SIZES

TOILET

4" 2" -

1

2

"

FIXTURE S/W VENT DRAIN COLD HOT

WATER WATER

2" 1

1

2

"

-3

4

"

-

-URINAL

2" 1

1

2

"

-LAVATORY

1

2

"

1

2

"

2" 1

1

2

"

-HAND SINK

1

2

"

1

2

"

2" 1

1

2

"

-UTILITY SINK

3

4

"

3

4

"

2" 1

1

2

"

-FLOOR SINK

- -

MAXIMUM WATER USAGE

TOILET 1.6 GAL. PER FLUSH MAX.

FIXTURE USAGE

1.0 GAL. PER FLUSH MAX.URINAL

0.5 GAL. PER MINUTE MAX.LAVATORY

0.5 GAL. PER MINUTE MAX.HAND SINK

0.5 GAL. PER MINUTE MAXUTILITY SINK

0.5 GAL. PER MINUTE MAXFLOOR SINK

2.5 GAL. PER MINUTE MAXSHOWERHEAD

ALL PLUMBING FIXTURES AND OPERATING VALVES AND

CONTROLS SHALL BE CALIFORNIA ENERGY COMMISSION

(CEC) APPROVED

PLUMBING MATERIALS

SOIL, WASTE, DRAIN, AND VENT LINES: SCHEDULE 40 ABS PER ASTM F628 OR

ASTM D 2661 AND ABS FITTINGS FOR DWV APPLICATIONS. JOINTS AND

FITTINGS SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

ALL PRODUCTS SHALL BEAR THE SEAL OF A NATIONALLY RECOGNIZED

CERTIFYING AGENCY. JOIN ABS COMPONENTS WITH "MEK" SOLVENT CEMENT

FOR ABS DWV PER ASTM D 2235. MAINTAIN 4'-0" LENGTH MAXIMUM BETWEEN

HANGER SUPPORTS. PROVIDE FOR FREE MOVEMENT, EXCEPT UPWARD

MOVEMENT SHALL BE RESTRICTED.

CONTROL EXPANSION AND CONTRACTION WITH EXPANSION JOINTS, GUIDES,

CLAMPED FLEXIBLE CONNECTORS, HUBLESS COUPLINGS AND OFFSET PIPING

CONFIGURATIONS

WATER LINES: TYPE "L" COPPER. ANY UNDER SLAB WATER LINES SHALL BE

TYPE "K" DRAWN COPPER. ALL COPPER FITTINGS SHALL COMPLY WITH ASTM

B88. ALL COPPER PIPING SHALL BE REAMED TO FULL INSIDE DIAMETER. USE

LISTED FLUX AND LEAD FREE SOLDER. INSULATE ALL HOT WATER PIPING

LINES WITH ONE-INCH THERMOCELL INSULATION, PER CPC, 2013 ED.

GAS PIPING: ABOVE GRADE GAS PIPING SHALL BE 150 PSI SCHEDULE 40. ALL

EXTERIOR BURIED GAS PIPING SHALL BE FACTORY WRAPPED SCHEDULE 40

WITH ALL JOINTS PRIMED AND WRAPPED TWICE WITH 20 MIL TAPE, OR SHALL

BE GAS RATED PIPING WITH TRACER WIRE. PE GAS PIPING MUST BE AIR

TESTED TO 60PSI FOR 30 MINUTES DURATION.

BURIED PE GAS PIPING SHALL HAVE A LISTED STEEL TRANSITION TO ABOVE

GROUND INSTALLATION. FITTINGS SHALL BE MALLEABLE IRON FITTINGS

SPECIFIED FOR STEEL GAS PIPING.

VALVES: ALL VALVES SHALL HAVE BRASS BODIES RATED TO 125PSI, NIBCO,

OR EQUAL. WATER SHUT OFF VALVES SHALL BE FULL PORT BALL VALVES,

UNO PER CPC, 2013 ED.

P-2: PLUMBING PLAN

A-2: AEC DEMO PLAN

A-4: AEC IMPROVEMENT PLAN

SCALE:

1

32

" = 1'-0"

UPPER LEVEL KEY PLAN

AEC BLDG

P-2: PLUMBING PLAN

A-2: AEC DEMO PLAN

A-4: AEC IMPROVEMENT PLAN

MAXIMUM HANGER SPACING

PIPE TYPE HORIZONTAL VERTICAL

SCHEDULE 40

ABS DWV

& PVC DWV

ALL: 48-INCH MAX.

ALLOW FOR EXPANSION

BASE & EACH FLOOR

PROVIDE FOR

EXPANSION EVERY

30'-0"

CAST IRON EVERY OTHER JOINT BASE & EACH FLOOR

HUBLESS UNLESS OVER 4'-0" THEN

SUPPORT EACH SIDE OF

JOINT 1'-6" MAXIMUM

15'-0" MAXIMUM

COPPER PIPE

1

1

2

" & SMALLER: 6' MAX.

2" & LARGER: 10' MAX.

EACH FLOOR

STEEL GAS

1

2

": 6'-0" MAX.

3

4

" & 1": 8'-0" MAX.

1

1

4

" & LARGER: 10' MAX.

1

1

4

" & LARGER EACH

FLOOR

HANGER SPACING NOTES

1. HANGERS SHALL NOT BE PLACED ON COUPLINGS.

2. FOR MECHANICALLY-JOINTED PIPING, NO PIPE LENGTH MAY BE

LEFT UNSUPPORTED BETWEEN ANY TWO COUPLINGS.

3. USE HANGERS WITH 1

1

2

" MINIMUM VERTICAL ADJUSTMENT.

4. PROVIDE SEISMIC BRACING FOR ALL PIPING THAT IS 1-INCH AND

LARGER EXCEPT WHERE THE TOP OF THE PIPE IS SUSPENDED

12-INCHES OR LESS BY AN INDIVIDUAL HANGER PER PPIC/SMACNA.

SUPPORT PIPING AT HORIZONTAL BRANCH CONNECTIONS

PIPE SIZE MINIMUM HANGER ROD DIAMETER

1

2

" - 1"

3

8

"

1

1

2

" - 2"

3

8

"

2

1

2

" - 3"

1

2

"

PVC (ALL SIZES)

3

8

"

PLUMBING FIXTURE SCHEDULE

ITEM FIXTURE

TOILET H.C.

TOILET TYP.

KOHLER KINGSTON TOILET #K-4325 (WHITE)

w/ #K-4731-C SEAT & ZURN #ZER6000AV-CPM

(1.6 GPF)

KOHLER KINGSTON TOILET #K-4325 (WHITE) w/

#K-4731-C SEAT & SLOAN #111-1.6 HET (1.6 GPF)

LAVATORY

IN COUNTERCHICAGO FAUCET #802-V 317ABCPD

KOHLER TAHOE LAVATORY #K-2890-4U (WHITE)

UNDERCOUNTER MOUNT

LAVATORY

WALL HUNG

DESCRIPTION

CHICAGO FAUCET #802-V 317ABCPD

KOHLER KINGSTON LAVATORY #K-2005 (WHITE)

WALL-HUNG

URINAL TYP.

KOHLER DEXTER URINAL #K-0-5016-ET (WHITE)

w/ SLOAN #186-0.5 HEU (0.5 GPF)

PROVIDE QUARTER TURN SUPPLY VALVES

PROVIDE QUARTER TURN SUPPLY VALVES

OR ZURN #ZER 6003AV-CPM FLUSH VALVE

AT ACCESSIBLE URINALS

4" 1

1

2

"

-FLOOR DRAIN

1

2

"

-

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

PLUMBING NOTES

CW

HWR

HW

HCHC HC HC

CW

CW

CW

CW

CW

HWR

HW

HC HC HCHCHCHC C

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

PLUMBING KEY NOTES

P4

P2

P3

P1

P7

P6

P5

P8

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

15-007:AEC: P-2

P24

P25

P26

P27

20'-9

1

2

"

21'-3

1

2

"

1'-1"

28'-10

3

4

"

6'-0"

22'-10

3

4

"

6'-0"

14'-1

1

2

"

20'-6"

1'-5

1

2

"

3'-0"3'-0"3'-0"3'-0"

F.O

.S

.

FIN

.

1'-6"

5'-0

1

2

"

3'-0"

3'-1"

2'-7"

2'-7"

2'-7"

2'-7"

2'-7"

1'-3"

℄℄

℄

℄℄

℄℄

℄℄

FIN.

F.O.C.

℄℄℄℄℄

F.O

.S

.

F.O

.C

.

1'-5

1

2

"

3'-0"3'-0"

℄℄℄

2'-6"

℄ ℄2'-6"

℄2'-6"

℄2'-6"

℄2'-6"

℄4'-0"

℄

3'-0"

3'-1"

℄℄

1'-6

1

2

"

5'-10

7

8

"

1'-0

3

4

"

2'-6"

℄ ℄2'-6"

℄2'-6"

℄2'-0"

SCALE:

1

2

" = 1'-0"

AEC: WOMEN'S PLUMBING PLAN

(E) CONCRETE WALL TO REMAIN

(E) CONCRETE WALL TO REMAIN

(E) CONCRETE STAIR TO REMAIN

P20P25

P26

P13 P13

P2 P3

P1 P1

(E) CONCRETE WALL TO REMAIN

℄

F.O.S.

P11 P6 P13

P20

P28

P28

P1

P29

P29

(E) 4-INCH C.I. WASTE TO REMAIN

(E) 3" C.W. / 1

1

2

" H.W. /

1

2

" H.W.R. OVERHEAD IN CLG

TO REMAIN

(E) 2" C.W. / 1

1

4

" H.W. /

1

2

" H.W.R. OVERHEAD IN CLG

TO REMAIN

(N) ZURN FLOOR DRAIN & 2-INCH WASTE w/ TRAP

PRIMER PER VENTURA COLLEGE

P4

P4P4

P4

P4

FIN

.

FIN.

1'-6"

FIN.

FIN

.

FIN

.

P1

(E) C.O.T.G. TO REMAIN

P5

P1

(N) 3" ABS LATERAL

P7

P8

P6

(N) 2" ABS LATERAL

P8

(N) 4" ABS LATERAL

P8

P8

P8

P7

SCALE:

1

2

" = 1'-0"

AEC: MEN'S PLUMBING PLAN

P6

P1

P6

(E) 2

1

2

" VTR

(E) 2" VTR

(E) 4" SANITARY WASTE LINE DOWN TO BELOW

TO REMAIN

P9

P11

P10

(E) 2" SANITARY WASTE LINE DOWN TO BELOW

TO REMAIN

P12P10

OFFSET

IN CLG

(N) 2" VENT

P13

P13

P13

P13

P13

P6

P6

WALL TILE INSTALLED

DIRECTLY ON CONCRETE WALL

(E) 2

1

2

" VTR & 4" SANITARY WASTE DOWN TO BELOW

TO REMAIN

P14

(N) WALL CLEAN OUT w/ STAINLESS STEEL

ACCESS PANEL

P15

P15

P15

P15

P15P15

P8

1

2

" C.W. TO FLOOR DRAIN TRAP PRIMER

P16

P16

P16

P8

(N) 2" C.W. DOWN w/in FRAMING / PROVIDE

SHUT-OFF VALVE IN RISER WITH ACCESS PANEL

P17

2"

1

2

"

3

4

"

1"

1

1

4

"

1

1

4

"

1"

3

4

"

1

1

4

"

1

1

2

"

P171

1

2

"

1

2

"

1

1

4

"

P6

P19

(N)

3

4

" H.W. DOWN w/in FRAMING / PROVIDE

SHUT-OFF VALVE IN RISER WITH ACCESS PANEL

(N) 1" C.W. DOWN w/in FRAMING / PROVIDE

SHUT-OFF VALVE IN RISER WITH ACCESS PANEL

P18

SHUT-OFF VALVE w/ STAINLESS STEEL ACCESS

PANEL

(E) 3-INCH COLD WATER

P21

P21

P16

P16

P16

P15

P15

P15

P15

P15

P8 P13

PLUMBING FIXTURE SCHEDULE

ITEM FIXTURE

TOILET H.C.

TOILET TYP.

KOHLER KINGSTON TOILET #K-4325 (WHITE) w/

#K-4731-C SEAT & ZURN #ZER6000AV-CPM (1.6 GPF)

KOHLER KINGSTON TOILET #K-4325 (WHITE) w/

#K-4731-C SEAT & SLOAN #111-1.6 HET (1.6 GPF)

LAVATORY

IN COUNTER

CHICAGO FAUCET #802-V 317ABCPD

KOHLER TAHOE LAVATORY #K-2890-4U (WHITE)

UNDERCOUNTER MOUNT

LAVATORY

WALL HUNG

DESCRIPTION

CHICAGO FAUCET #116.211.AB.1 (ELECTRONIC)

KOHLER KINGSTON LAVATORY #K-2005 (WHITE)

WALL-HUNG

URINAL TYP.

KOHLER STANWELL URINAL #K-4972-ET (WHITE) w/

SLOAN #186-0.5 HEU (0.5 GPF)

P22

INSTALL CLEAN OUT ABOVE EACH URINAL w/

STAINLESS STEEL ACCESS PANEL

EXPOSE THIS (E) CHASE

DURING DEMOLITION FOR

ACCESS TO PLUMBING

(E) F.C.O. @ TICKET BOOTH

20'-2

1

2

"

INSTALL ELKAY # LZSG8WSSK DRINKING

FOUNTAIN

A-5

6

P24

P24

THE LOCATIONS AND SIZES SHOWN ON DRAWINGS P-2,

P-3 & A-6 ARE SCHEMATIC ONLY. COORDINATE THE

LOCATIONS AND SIZES OF THE WALL ACCESS PANELS

WITH VENTURA COLLEGE.

1'-7

1

2

"

℄

1'-7"

℄℄

F.O.S.

1'-7"

℄

FIN.

3

4

" C.W. HOSE BIBB CHROME FINISH w/ CHROME

ESCUTCHEON RING - KEYED

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

PLUMBING PLANS

9"

8"

6"

27

"

17"

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

H.C. COUNTER TOP SUPPORT DTL - TYPICAL

3

4

" GRANITE "LUNA PEARL" COUNTER TOP

PACIFIC STONEWORKS INC. 31 PEKING ST.

VENTURA, CA 93001 [805/ 648.4098]

1

1

2

" x 1

1

2

" x 18" x

3

16

" STEEL ANGLE

SHOP WELD TO FLAT STOCK

SEAL PENETRATION w/ TILE & GROUT

PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

2" x 16" x

3

16

" FLAT STEEL STOCK

SECURE TO STUDS w/ (8)-

1

4

" x 1

1

4

"

SDS SCREWS STAGGERED @ 2" O.C.

1'-6"

3

4

" CD PWD SUBSTRATE - GLUE & SCREW TO

STEEL ANGLE w/ (3)

1

4

"

Ï

x

3

4

" R.HD. WD. SCREWS

1'-10" FIELD VERIFY w/ KOHLER "TAHOE" LAVATORY

1'-4

"

SCALE: 3" = 1'-0"

2"

THINSET MORTAR: WHITE, FOR PORCELAIN

1x EDGE BLOCK'G

5"

WALL HUNG TOILET FIXTURE SUPPORT - TYPICAL

SCALE: 3" = 1'-0"

MFR'S BOLTS FROM

TOILET INTO SUPPORT

MFR'S BOLTS FROM

TOILET INTO SUPPORT

(E) DRAIN

(N) 3 x SILL P.T.D.F.

BEYOND & FOREGROUND

LOCATION FOR

3"Ï DRAIN

1'-8

"

BASE SUPPORT

INSULATE DRAIN LINE

PER C.B.C. 11B-606

2'-1

0"

CLEAR UNOBSTRUCTED

SPACE AT ACCESSIBLE

LAVATORIES

PER C.B.C. 11B-305.2, 11B-305.3,

11B-606.2

1'-7

"

A.D.A.: ZURN 6000AV-WS1-CPM (1.6 GPF)

AUTOMATIC FLUSH VALVE ASS'Y

OTHER: SLOAN ROYAL 111-1.6 HET

MANUAL FLUSH VALVE ASS'Y

KOHLER KINGSTON K-4325

SIPHON-JET w/ SEAT K-4731-C

1

1

2

"

Ï

SPUD

OUTLET COUPLE

& GASKET

FIN. FLOOR TILE o/ THINSET MORTAR

o/ CUSTOM "REDGARD" MEMBRANE

JAY R. SMITH #210

FIXTURE SUPPORT FOR

SIPHON JET TOILET,

OR KOHLER EQUAL

ADD/INSERT

5

32

" STEEL PLATE (VERTICAL) AT MOUNTING SCREWS FOR ADD'L SUPPORT

1

4

MFR'S BOLTS FROM

TOILET INTO SUPPORT

ZURN FLOOR DRAIN, SQUARE TOP

FLUSH WITH FLOOR TILES

BRASS w/ SATIN FINISH

SECONDARY DRAIN COLLAR

FOR MEMBRANE

NEW FLOOR TILE o/ THINSET

o/ ISOLATION MEMBRANE

(E) CONC. FLOOR SLAB

SAWCUT AS REQUIRED

FOR (N) FLOOR DRAIN

INSTALLATION

TRAP PRIMER CONNECTION

@ FLOOR DRAIN

OUTLET SIZED FOR

NO HUB CONNECTION

LATERAL DRAIN LINE

(N) P-TRAP

REFER TO ARCHITECTURAL

FLOOR PLANS FOR LOCATION.

COORDINATE INSTALLATION

w/ FLOOR FINISH & WATERPROOFING

FLOOR DRAIN DETAIL

SCALE: 3" = 1'-0"

3

1

2

" COPPER TYPE L

WATER LINE

1'-4

"

14" x 16" HT. STAINLESS STEEL

#304 / 22 GAUGE #4 FINISH

ACCESS ASS'Y w/ DOOR

w/in FRAMED OPENING

COLD WATER SUPPLY LINE

1

2

" BALL VALVE

QUARTER TURN

UNION

TRAP PRIMER

AIR GAP FITTING

+ 6" A.F.F.

1

2

" TO FLOOR DRAIN TRAP

PRIMER CONNECTION

TRAP PRIMER DETAIL

SCALE: 3" = 1'-0"

2

EASED ALL EXPOSED EDGES

AT SIDE AND TOP EDGES

LOCATION OF (E) FLOOR DRAIN TO REMAIN, U.N.O.

REDUCE WATER PRESSURE

TO 10 PSI TO FLOOR DRAIN

WALL FRAMING

ADD 2x FRAMING

FOR ADD'L SUPPORT

2x BLOCKING

PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

THINSET MORTAR: WHITE, FOR PORCELAIN

3

4

"

1

2

" DUROCK BACKER BOARD TO 8-FT

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)

1

2

" DUROCK BACKER BOARD TO 8-FT HEIGHT MIN.

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)

2'-5

"

VERIFY 17" - 19" HEIGHT A.F.F.

TO COMPLY WITH C.B.C. 11B-604.4

1

2

" DUROCK BACKER BOARD TO 8-FT HEIGHT MIN.

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)

PORCELAIN WALL TILE: FLORIANA "HEATHER" 12" x 24"

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

VERIFY DIMENSIONS OF THE FIXTURE SUPPORT UNIT WITH THE KOHLER TOILET

LET-IN

5

32

" STEEL PLATE

FOR ADD'L SUPPORT

VERIFY 2'-10" HEIGHT A.F.F.

TO COMPLY WITH C.B.C. 11B-606.3

KOHLER "TAHOE" #K-2890-4U

UNDER-MOUNT LAVATORY

GRANITE FACE MITER TO TOP

AS SHOWN

THIS DIMENSION MAY BE INCREASED TO ALLOW FOR

THE UNDER-MOUNT LAVATORY AND THE CHICAGO FAUCET

SCHLUTER "DILEX-HKUE" 316 L STAINLESS STEEL COVE

AMERICAN OLEAN SH52 FLOOR TILE o/ THINSET MORTAR

o/ CUSTOM "REDGARD" MEMBRANE

THINSET MORTAR: WHITE, FOR PORCELAIN

INSTALL THESE SUPPORT

ASSEMBLIES @ 2'-6" O.C.

BETWEEN LAVATORIES

SCHLUTER 10E 316L

COVE BASE TRIM - TYP.

RESINOUS EPOXY FLOOR SURFACE

AT C BUILDING RESTROOMS

RESINOUS EPOXY FLOOR SURFACE

AT C BUILDING RESTROOMS

ADJUSTMENT SCREW

w/ LOCK NUT

15-007:AEC: P-3

AEC: EVENT CENTER

MEN & WOMEN

RESTROOMS

PLUMBING DETAILS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

MEN & WOMEN

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.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

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

SCALE:

1

4

" = 1'-0"

AEC: WOMEN'S HVAC PLAN AEC: MEN'S HVAC PLAN

SCALE:

1

4

" = 1'-0"

15-007:AEC: M-1

AEC: EVENT CENTER

MEN & WOMEN

RESTROOM

HVAC DUCT PLANS

NOTES:

1. MECHANICAL PLANS SHOW THE EXISTING OVERHEAD HVAC DUCTS

2. AEC - BUILDING DUCTS SHALL REMAIN WITHIN (E) ATTIC SPACE

3. C - BUILDING DUCTS SHALL REMAIN IN THE EXISTING SOFFITS (@ 7'-2" A.F.F.)

4. VERIFY THE EXISTING CONDITIONS AND COORDINATE WITH VENTURA COLLEGE

REPLACE (E) w/ (N) WHITE

COVER GRILLE

REPLACE (E) w/ (N) WHITE

COVER GRILLE

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

DOOR REPLACEMENT

INTERIOR IMPROVEMENT

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

XXXX

MECHANICAL ENGINEER:

XXXX

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

C16 - 011

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

1997 EAST MAIN STREET

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

ISSUE FOR CONSTRUCTION

PLANNING - SUBMITTAL

PRELIMINARY - NOT FOR CONSTRUCTION

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: 31 (AEC & C)

HEIGHT: TWO- STORY

FIRE SPRINKLERS EXISTING: NONE

THE PLANS: +

COMPONENTS.

3.

APPLICABLE CODES

FIRE PROTECTION

PROJECT ANALYSIS

VENTURA COLLEGE

OCCUPANCY: E

CODE ANALYSIS

CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE

SCOPE OF THE WORK

1.

TITLE 24 - ENERGY

ARCHITECTURAL

A-0

A-1

A-2

COVER SHEET

KEY PLAN / DOOR ELEVATIONS

DOOR HARDWARE SCHEDULE

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

C16-011:C / A-0

AEC & C:

DOOR REPLACEMENT

SCOPE OF WORK:

REMOVE AND REPLACE SEVEN (7) DOORS IN THE ATHLETIC EVENT CENTER (AEC) AND

FOUR (4) DOORS IN THE PHYSICAL EDUCATION GYMNASIUM (C) BUILDING.

SINCE THESE EIGHT (11) DOOR ASSEMBLIES ARE ANCHORED INTO THE EXISTING SOLID

CONCRETE WALLS, THE METAL FRAMES SHALL REMAIN WHERE FEASIBLE

AND PROTECTED IN PLACE.

THESE DOORS CURRENTLY SERVE AND SHALL REMAIN AS REQUIRED EXITS.

REPAIR AND REINFORCE THE DOOR ASSEMBLIES AS NECESSARY FOR THE INTENDED USE.

DEMO NOTES

REMOVE ALL (E) ASSEMBLY COMPONENTS WHERE SHOWN TO COMPLETE THE WORK.

PROTECT THE ADJACENT SURFACES.

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.

UP

EQUIPMENT ROOM

EXITEXIT

DU

CT

C

HA

SE

EGRESS LOBBY

STORAGE ROOM

STORAGE ROOM

STORAGE

STAIR No. 3

GYM

EXIT

EX

IT

CLASSROOM

GYMGYM

(N) DANCE STUDIO

UP

EXIT

EX

IT

(E) DANCE STUDIO

(E) WOMEN'S LOCKER ROOM

(E) MEN'S LOCKER ROOM

(E) MEN'S TRAINING ROOM

(E) GYMNASIUM

(E) GYMNASIUM

OPEN ACCESS

(N) OPEN TRAINING

103

104

130

131

C-1

C-2

DN

DN

DN

VISITOR TEAM ROOM

(E) SHOWER

(E) SHOWER

(E) SHOWER

(E) SHOWER

(E) SHOWER

(E) EQUIP'T RM

64

(E) LOCKER ROOM

NOTE: CD-2 IS A PLAN OF FLOOR COVERING

THE VISTING TEAM ROOM/WOMEN'S

LOCKER ROOM & EGRESS AREA.

(ref. DWG LR-2)

UP UP

UP

EXITEXIT

EXITEXIT

EX

IT

EX

IT

EX

IT

EX

IT

EXIT EXIT EXIT EXIT

EXIT LOBBYEXIT LOBBY

DR-5 DR-6

DR-7

DR-1

DR-2

DR-4

DR-3

DR-11

EXIT

DR-9

DR-8

EXIT

EXIT

DR-10

OPEN ACCESS

OPEN ACCESS

OPEN ACCESS

(E) MEN'S LOCKER ROOM

(E) EQUIPMENT OFFICE

DR-13

DR-12

EX

IT

EX

IT

DR-14

(E) COACHES OFFICES

NORTH

AEC and C BUILDINGS KEY PLAN - DOOR REPLACEMENT

SCALE:

1

16

" = 1'-0"

SCOPE OF WORK

THIS PROJECT CONSISTS OF THE SELECTED

REMOVAL, RENOVATION AND/OR REPLACEMENT

OF ELEVEN (11) DOOR ASSEMBLIES.

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

DOOR REPLACEMENT

INTERIOR IMPROVEMENT

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

XXXX

MECHANICAL ENGINEER:

XXXX

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

C16 - 011

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

1997 EAST MAIN STREET

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

ISSUE FOR CONSTRUCTION

PLANNING - SUBMITTAL

PRELIMINARY - NOT FOR CONSTRUCTION

AEC: ATHLETIC EVENT CENTER

C: GYMNASIUM

AEC DOOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

REMOVE FOUR (4) PAIRS OF EXISTING H.M. DOORS

REMOVE VERTICAL MULLIONS @ EACH PAIR OF DOORS

INSTALL FOUR (4) PAIRS NEW ALUMINUM STOREFRONT DOORS

FLUSH LOWER PANEL AT ALL FOUR (4) PAIR STOREFRONT DOORS

(E) 2" H.M. FRAMES SHALL REMAIN IN PLACE

NOTE: THESE (E) H.M.FRAMES ARE 'RACKED'

INSTALL (N) CONTINUOUS ALUMINUM HALF MORTISE HINGES

INSTALL (N) PANIC HARDWARE, LOCKS, CLOSERS & PULLS

PROVIDE SHOP DRAWINGS FOR APPROVAL

COMPLY WITH DISABILITY ACCESS REQUIREMENTS

DR-1DR-2 DR-3 DR-4 DR-5

VIEW FROM EXTERIOR - EAST VIEW FROM EXTERIOR - WEST

VIEW FROM EXIT LOBBY VIEW FROM EXIT LOBBY

DR-7 DR-6

6'-1

1

1

2

"

3'-4"

INSTALL FLANGE OF

HALF MORTISE HINGE

o/ FACE OF 2" FRAME

9

1

2

"

R.H.REVL.H.REVR.H.REVL.H.REV R.H.REVL.H.REVR.H.REVL.H.REV R.H.REVL.H.REV R.H.REVL.H.REV R.H.REVL.H.REV

(E) H.M. FRAME

TO REMAIN

THREE (3) PAIRS OF (E) H.M. DOORS SHALL REMAIN

(E) 2" H.M. FRAMES SHALL REMAIN IN PLACE

INSTALL (N) STAINLESS STEEL 4

1

2

" x 4

1

2

" HEAVY DUTY BALL BEARING HINGES

CAREFULLY CONFORM TO (E) HINGE SPREAD

COMPLY WITH DISABILITY ACCESS PER C.B.C., CHAPTER 11B

(E) PAINTED H.M. FRAME

5

1

2

" x 2" TO REMAIN

(E) CONC. WALL

SCHEMATIC JAMB DETAIL

(N) ALUM. DOORS

2'-1

0"

180

180

180

S/S KICK PLATES

@ GYM. SIDE

S/S KICK PLATES

@ GYM. SIDE

180

TYPICAL NOTES & DIMENSIONS

EXTERIOR DOORS #1 THRU #4

6'-1

1

1

2

"

2'-6"

(E) H.M. FRAME

TO REMAIN

3'-0

1

4

"

TYPICAL NOTES & DIMENSIONS

EXTERIOR DOORS #5, #6 & #7

3" = 1'-0"

(E) DRS / HARDWARE

TO REMAIN

KEY PLAN

DOOR ELEVATIONS

16-011: A-1

C-GYM DOOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

DR-11DR-10

DR-9 DR-8

3'-0

1

4

"

3'-0

1

4

"

SIX (6) PAIRS OF (E) 2" x 5" H.M. FRAMES SHALL REMAIN IN PLACE

INSTALL SIX (6) PAIRS OF (N) DOORS

ONE (E) SINGLE DOOR FRAME SHALL REMAIN IN PLACE

INSTALL A SINGLE LEAF ALUMINUM AND GLASS DOOR

INSTALL (N) STAINLESS STEEL HINGES

INSTALL (N) PANIC HARDWARE, LOCKS, CLOSERS & PULLS

COMPLY WITH DISABILITY ACCESS PER C.B.C., CHAPTER 11B

1. SUBMIT SHOP DRAWINGS

2. APPLY A WATER-BASED NON-CHROME CORROSION

PROTECTIVE INORGANIC BASE COATING TO THE

EXISTING STEEL DOOR FRAME PER ASTM F1136/F1136M

3. THOROUGHLY CLEAN AND DEGREASE THE STEEL DOOR

FRAME PRIOR TO APPLYING THE COATING

4. THE FASTENER SCREWS SHALL BE MECHANICALLY ZINC

PLATED WITH A ZINC CHROMATE PRIMER PRIOR TO

INSTALLATION.

5. PROVIDE AND INSTALL WITH PROTECTIVE BUSHINGS

& WASHERS

MID PANEL RAIL

SOLID FLUSH PANEL

1

4

" TEMP. GLASS

6'-1

1

1

2

"

3'-0"

6'-1

1

1

2

"

3'-0"

6'-8

"

3'-0"

6'-1

1

1

2

"

3'-0"

VIEW FROM EXTERIORVIEW FROM EXTERIOR

R.H.REVL.H.REVR.H.REVL.H.REV

R.H.REVL.H.REV R.H.REVL.H.REV

VIEW FROM EXTERIORVIEW FROM EXTERIOR

180180 180 180

90 90 90 90

DR-13DR-12

R.H.REVL.H.REV R.H.REVL.H.REV

VIEW FROM HALLWAYVIEW FROM HALLWAY

180 180180 180

3'-0

1

4

"

OBSCURE

TRANSLUCENT

GLASS LITES

DR-14

R.H.REV

VIEW FROM HALLWAY

180

OBSCURE

TRANSLUCENT

GLASS LITES

6'-1

1

1

2

"

3'-0"

3'-0

1

4

"

CLEAR TEMPERED

GLASS LITE

8" WIDTH

CLEAR TEMPERED

GLASS LITE

8" WIDTH

6'-1

1

1

2

"

3'-0"

3'-0

1

4

"

6'-1

1

1

2

"

3'-0"

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

AEC GYMNASIUM

DOOR REPLACEMENT

INTERIOR IMPROVEMENT

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

XXXX

MECHANICAL ENGINEER:

XXXX

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

C16 - 011

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

1997 EAST MAIN STREET

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

rcolb@sbcglobal.net

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

ISSUE FOR CONSTRUCTION

PLANNING - SUBMITTAL

PRELIMINARY - NOT FOR CONSTRUCTION

DOOR HARDWARE SETS

DESCRIPTIONDOOR SET FINISH REMARKS

CONTINUOUS HINGES

1 PR

35083A

MODEL

VERIFY WHICH DOORS SHALL BE MASTER KEYED PRIOR

TO JOB COMPLETION.

THE TOPS, BOTTOMS AND SIDES OF ALL DOORS SHALL BE

PAINTED AND FINISHED TO MATCH THE DOOR FACE

ALL 'EXIT' DOORS MUST BE OPERABLE FROM THE INSIDE

WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE,

OR EFFORT.

6

7

2

3

5

4

ALL DOOR HARDWARE SHALL BE 32D FINISH, UNLESS NOTED

OTHERWISE

1

8

9

10

11

12

EQUIP ONE DOOR PER PAIR TO RECEIVE THE CORBIN-

RUSSWIN #3070 CYLINDER HOUSING WITH #8000 CYLINDER

& 93C1 KEYWAY w/ THE OTHER DOOR TO BE "DOGGED"

INSTALL PEMKO ALUM. SADDLES/THRESHOLDS PER A.D.A.

WHERE NECESSARY TO LIMIT FLOOR DIFFERENTIAL

LCN 4041 SHCUSH CLOSERS TO INCLUDE #18 DROP PLATE,

#3049 SCNS SPRING H HOLD OPEN. SUBMIT SAMPLE.

GENERAL DOOR NOTES

PROVIDE TEMPORARY LOCK CYLINDERS DURING

CONSTRUCTION. DOORS SHALL BE LOCKED AT THE END OF

EACH WORK DAY.

INSTALL SPECIFIED DOOR LOCK CYLINDERS PRIOR TO

JOB COMPLETION. COORDINATE WITH VENTURA COLLEGE.

ALL DOORS SHALL BE PRE-FINISHED AT EITHER SHOP OR

FACTORY

ALL DOOR HARDWARE SHALL COMPLY WITH THE REQUIRE-

MENTS FOR ACCESSIBILITY PER C.B.C., 11B-303, 11B-309.3,

11B-309.4, 11B-404.2.7, 11B-404.2.5, 11B-404.2.8 & 11B-404.2.9.

WHERE UNDERCUT IS NOT SPECIFIED, ALLOW FOR EITHER A

THRESHOLD OR

3

4

" WHERE NO THRESHOLD CONDITION.

QTY. MANUFACTURER

DR-1

STOREFRONT DOORS & FRAME US ALUMINUM (CRL) #11 CLEAR ANODIZED400 MEDIUM STILE

US ALUMINUM (CRL) #11 CLEAR ANODIZED1 EA

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA DOOR PULLS M1741028 US ALUMINUM (CRL) #11 CLEAR ANODIZED 10" CENTER

1 EA CLOSER LCN4041 SHCUSH AL (NOTE 12)

CUSTOM FRAME

PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

SURFACE MOUNT

1

90 DEG. w/ HOLD OPEN

THRESHOLD 2009_PK PEMKO K: PEM KOTE SKID RESISTANT

(E) PR: 40" x 83

1

2

" TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

CONTINUOUS HINGES

1 PR

35083A

DR-2

STOREFRONT DOORS & FRAME US ALUMINUM (CRL) #11 CLEAR ANODIZED400 MEDIUM STILE

US ALUMINUM (CRL) #11 CLEAR ANODIZED1 EA

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA PULL M1741028 US ALUMINUM (CRL) #11 CLEAR ANODIZED 10" CENTER

1 EA CLOSER LCN

CUSTOM FRAME

PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

SURFACE MOUNT

1

90 DEG. w/ HOLD OPEN

THRESHOLD 2009_PK PEMKO K: PEM KOTE SKID RESISTANT

(E) PR: 40" x 83

1

2

" TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

CONTINUOUS HINGES

1 PR

35083A

DR-3

STOREFRONT DOORS & FRAME US ALUMINUM (CRL) #11 CLEAR ANODIZED400 MEDIUM STILE

US ALUMINUM (CRL) #11 CLEAR ANODIZED1 EA

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA PULL M1741028 US ALUMINUM (CRL) #11 CLEAR ANODIZED 10" CENTER

1 EA CLOSER LCN

CUSTOM FRAME

PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

SURFACE MOUNT

1

90 DEG. w/ HOLD OPEN

THRESHOLD 2009_PK PEMKO K: PEM KOTE SKID RESISTANT

(E) PR: 40" x 83

1

2

" TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

CONTINUOUS HINGES

1 PR

35083A

DR-4

STOREFRONT DOORS & FRAME US ALUMINUM (CRL) #11 CLEAR ANODIZED400 MEDIUM STILE

US ALUMINUM (CRL) #11 CLEAR ANODIZED1 EA

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA

PULL M1741028 US ALUMINUM (CRL) #11 CLEAR ANODIZED 10" CENTER

1 EA CLOSER LCN

CUSTOM FRAME

PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

SURFACE MOUNT

1

90 DEG. w/ HOLD OPEN

THRESHOLD 2009_PK PEMKO K: PEM KOTE SKID RESISTANT

(E) PR: 40" x 83

1

2

" TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1 EA CYLINDER LOCK # 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

CORBIN RUSSWIN INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

1 EA CYLINDER LOCK CORBIN RUSSWIN

1 EA CYLINDER LOCK CORBIN RUSSWIN

1 EA

CYLINDER LOCK CORBIN RUSSWIN

HEAVY DUTY

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

DR-5

PR 30" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 30" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1 PR H. M. DOORS

B-14 SERIES 1

3

4

" TH.

STEEL STIFFENERSSTEELCRAFT PAINT TO MATCH (E)

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL

1 EA PANIC HARDWARE 9927 VON DUPRIN SURFACE MOUNT

1 EA CYLINDER LOCK CORBIN RUSSWIN

1 EA PULL 8105-0 IVES US32D 10" CENTER

1 EA CLOSER LCN L.H. REV DR.: 90 DEG.

w/ HOLD OPEN

R.H. REV DR.: 180 DEG.

w/ HOLD OPEN

DR-6

(N) PR 30" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 30" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1 PR

B-14 SERIES 1

3

4

" TH.

STEELCRAFT PAINT TO MATCH (E)

1

1

2

PR BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA CYLINDER LOCK CORBIN RUSSWIN

1 EA PULL

8105-0 IVES

1 EA CLOSER LCN

STEEL STIFFENERS

SURFACE MOUNT

DR-7

HEAVY DUTY

HEAVY DUTY

(N) PR 30" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 30" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1 PR

B-14 SERIES 1

3

4

" TH.

STEELCRAFT PAINT TO MATCH (E)

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL

1 EA PANIC HARDWARE9927 VON DUPRIN

1 EA CYLINDER LOCKCORBIN RUSSWIN

1 EA PULL

STAINLESS STEEL

1 EA CLOSER LCN

STEEL STIFFENERS

SURFACE MOUNT

HEAVY DUTY

AEC ATHLETIC EVENT CENTER

10" CENTER

90 DEG. w/ HOLD OPEN

8105-0 IVES

10" CENTER

626

626

626

626

626

626

STAINLESS STEEL

626

R.H. REV DR.: 90 DEG.

w/ HOLD OPEN

L.H. REV DR.: 180 DEG.

w/ HOLD OPEN

DESCRIPTIONDOOR SET FINISH REMARKSMODELQTY. MANUFACTURER

DR-8

1

1

2

PR

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA DOOR PULLS 8105-0 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

DR-9

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

180 DEG. w/ HOLD OPEN

1 EA CYLINDER LOCK CORBIN RUSSWIN INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

1 EA CYLINDER LOCK CORBIN RUSSWIN

C GYMNASIUM

626

626

1 EA

1 EA KICKPLATE 8400 IVES US32D 10" x 28" @ GYM SIDE

1 EA KICKPLATE 8400 IVES US32D 10" x 28" @ GYM SIDE

1 EA KICKPLATE 8400 IVES US32D 10" x 28" @ GYM SIDE

KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

DOOR PULLS

HAGAR 32D

HAGAR 32D

1 EA KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

DR-10

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

1 EA CYLINDER LOCK CORBIN RUSSWIN 626

DOOR PULLS HAGAR 32D

1 EA KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

DR-11

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

1 EA CYLINDER LOCK CORBIN RUSSWIN 626

DOOR PULLS HAGAR 32D

1 EA KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

HARDWARE SCHEDULE

16-011: A-2

8105-0

8105-0

8105-0

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

US32D

US32D

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

4041 SHCUSH AL (NOTE 12)

4041 SHCUSH AL (NOTE 12) AL 689

AL 689

AL 689

4041 SHCUSH AL (NOTE 12)

4041 SHCUSH AL (NOTE 12) AL 689

4041 SHCUSH AL (NOTE 12) AL 689

4041 SHCUSH AL (NOTE 12) AL 689

13

13

13

13

14

H.M. DOOR STIFFENERS: 20 GA. HAT SECTION STEEL THAT SPAN

THE ENTIRE DOOR PANEL / SPACE AT 6-INCHES ON CENTER.

HINGES: 4

1

2

" x 4

1

2

" & 5" x 5", 5 KNUCKLE BALL BEARING STAINLESS

STEEL A511, 630, HEAVY WEIGHT, MATCH (E) CONFIGURATION

AND SPREAD, SUBMIT SAMPLE

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

4041 SHCUSH AL (NOTE 12) AL 689

4041 SHCUSH AL (NOTE 12) AL 689

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

4041 SHCUSH AL (NOTE 12) AL 689

1 PR H.M. DOORS STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL13 HEAVY DUTY

1

1

2

PR

1 PR H.M. DOORS STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL13 HEAVY DUTY

1

1

2

PR

1 PR H.M. DOORS - HALF LITE STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES 5" x 5" BALL BEARING STAINLESS STEEL13 HEAVY DUTY

1

1

2

PR

1 PR H.M. DOORS STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES 5" x 5" BALL BEARING STAINLESS STEEL13 HEAVY DUTY

DR-12

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

1 EA CYLINDER LOCK CORBIN RUSSWIN 626

DOOR PULLS HAGAR 32D

1 EA KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

8105-0

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1

1

2

PR

1 PR H.M. DOORS STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL13 HEAVY DUTY

DR-13

1 EA PANIC HARDWARE 9927 VON DUPRIN

1 EA 10" CENTER

1 EA CLOSER LCN

SURFACE MOUNT

1 EA CYLINDER LOCK CORBIN RUSSWIN 626

DOOR PULLS HAGAR 32D

1 EA KICKPLATE 8400 IVES US32D 10" x 34" @ GYM SIDE

8105-0

INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# 3070 CYLINDER HOUSING

# 8000 CYLINDER

KEYWAY #93C1

(N) PR 36" x 83

1

2

" H.M. DRS / NON-RATED / EXIT /

(E) PR: 36" x 83

1

2

" DRS TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1

1

2

PR

1 PR H.M. DOORS STEELCRAFT (ALLEGION) PAINT TO MATCH (E)B-14 SERIES (14 GA.) STEEL STIFFENERS

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL13 HEAVY DUTY

15

H.M. DOOR INTERNAL REINFORCING: 7 GA. HINGE REINFORCING

14 GA. CLOSER REINFORCING, 14 GA. TOP & BTTM RAILS

4041 SHCUSH AL (NOTE 12) AL 689

4041 SHCUSH AL (NOTE 12) AL 689

4041 SHCUSH AL (NOTE 12) AL 689

14 15

14 15

14 15

14 15

14 15

14 15

180 DEG. w/ HOLD OPEN

180 DEG. w/ HOLD OPEN

180 DEG. w/ HOLD OPEN

180 DEG. w/ HOLD OPEN

180 DEG. w/ HOLD OPEN

1

1

2

PR

1

1

2

PR

16

THE HARDWARE FOR ALL DOORS SHALL BE INSTALLED WITH

THE MANUFACTURER'S TEMPLATES. TEMPLATES SHALL BE

SUBMITTED PRIOR TO INSTALLATION.

17

PROVIDE PROTECTIVE MEASURES TO ENSURE THE DOORS AND

HARDWARE WILL BE WITHOUT DAMAGE OR DETERIORATION.

18

THE PERFORMANCE OF DOORS SHALL BE HEAVY DUTY RATED.

19

FINAL APPROVAL OF ALL DOOR AND HARDWARE INSTALLATION

SHALL BE PER INSPECTION BY THE DIRECTOR OF FACILITIES,

MAINTENANCE & OPERATIONS FOR VENTURA COLLEGE.

20

ALL EXPOSED DOOR SURFACES, TOPS, BOTTOMS AND SIDES

SHALL BE FREE OF SCRATCHES AND SERIOUS BLEMISHES.

DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE STEEL

DOOR INSTITUTE RECOMMENDED INSTRUCTIONS.

21

DR-14

1 EA CLOSER LCN

1 EA CYLINDER LOCK SCHLAGE 626 INTERCHANGEABLE

NIGHT LATCH FUNCTION

PULL & KEY HEX @ INT'R

# ND70J-CO6D RHO HOUSING

# 8000 CYLINDER

KEYWAY #93C1

(N) 36" x 83

1

2

" ALUMINUM STOREFRONT DR / NON-RATED / TINTED GLASS

(E) 36" x 83

1

2

" WOOD DUTCH DR TO BE REMOVED / (E) JAMB FRAME TO REMAIN IN PLACE

1

1

2

PR

1

BUTT HINGES

4

1

2

" x 4

1

2

" BALL BEARING

STAINLESS STEEL13 HEAVY DUTY

4041 SHCUSH AL (NOTE 12) AL 689 180 DEG. w/ HOLD OPEN

ALUMINUM STOREFRONT DOOR US ALUMINUM (CRL) #11 CLEAR ANODIZED400 MEDIUM STILE TINTED GLASS

CORBIN RUSSWIN

14 15

H. M. DOORS 14 15

H. M. DOORS 14 15