12
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: 2 HEIGHT: SINGLE- STORY FIRE SPRINKLERS EXISTING: NONE THE PLANS: + COMPONENTS. 3. APPLICABLE CODES HUNDRED SQUARE FEET OF WALL AREA. ITEMS WHICH PENETRATE BE INSTALLED ANY CLOSER TOGETHER THAN ONE PER EVERY ONE ANY ITEMS WHICH PENETRATE FIRE RATED WALLS MUST BE EITHER FIRE PROTECTION FIRE RATED WALLS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF TWENTY-FOUR INCHES WHEN ON OPPOSITE SIDES FERROUS OR COPPER AND FIRE-STOPPED. ELECTRICAL OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BE STEEL, SHALL NOT EXCEED SIXTEEN SQUARE INCHES IN AREA, AND SHALL NOT CALIFORNIA MECHANICAL CODE AND CBC SECTION 710.5. WIRING WITHIN CONCEALED SPACES SHALL COMPLY WITH THE PROJECT ANALYSIS APN: ZONING: LOT AREA: TENANT SPACE: OFFICES: VENTURA COLLEGE OCCUPANCY: E CODE ANALYSIS xx xx XX SQ. FT. XX SQ. FT. OF A WALL. 2. 1. CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE SCOPE OF THE WORK 1. TITLE 24 - ENERGY ARCHITECTURAL A-0 A-1 A-2 A-3 A-4 A-5 A-6 ELECTRICAL E-100 E-150 E-300 E-400 E-401 E-402 E-600 PLUMBING P-1 P-2 P-3 MECHANICAL - HVAC M-1 COVER SHEET KEY PLAN C: DEMOLITION PLANS C: (N) MEN'S / WOMEN'S FLOOR PLANS INTERIOR RESTROOM ELEVATIONS SELECTED DETAILS TYPICAL ACCESSIBILITY DETAILS ELECTRICAL COVER SHEET / NOTES ELECTRICAL SITE PLAN / KEY PLAN ELECTRICAL LIGHT FIXTURE SCHEDULE ELECTRICAL DEMOLITION PLANS ELECTRICAL POWER / LIGHTING PLANS ELECTRICAL PANEL SCHEDULE ELECTRICAL DOOR ACTIVATOR DETAIL PLUMBING COVER SHEET C PLUMBING FLOOR PLANS SELECTED PLUMBING DETAILS C: MECHANICAL DUCT PLANS SHEET INDEX VICINITY MAP FIN FLR FINISHED FLOOR ELEVATION CONT CONTINUOUS ALT. ALTERNATE FBO FURNISHED BY OTHERS CSMNT. CASEMENT CATV CABLE TELEVISION C.I. CAST IRON CLG CEILING A/C AIR CONDITIONING ANNOD. ANNODIZED ARCH('L) ARCHITECT(URAL) AUTO. AUTOMATIC B.M. BENCHMARK B.U.R. BUILT UP ROOF BTTM. BOTTOM CAB'T CABINET BLDG. BUILDING AL. ALUMINUM BTWN. BETWEEN D.F. DOUGLAS FIR (E) EXISTING ENCL ENCLOS(UR)E EQ EQUAL CU FT CUBIC FEET DIA DIAMETER DIM DIMENSION DISP DISPENSER DIV DIVISION D DEPTH DWG DRAWING CFM CUBIC FEET PER MINUTE DEMO DEMOLISH, DEMOLITION D.H. DOUBLE HUNG DS DOWN SPOUT HORIZ HORIZONTAL HB HOSE BIBB I.D. INSIDE DIAMETER INSUL INSULATION GA GAGE, GAUGE GALV GALVANIZED GL. GLASS, GLAZING GB. GLASS BLOCK HDBD. HARD BOARD HD HEAVY DUTY HC HOLLOW CORE HM HOLLOW METAL FUT FUTURE HWD HARDWOOD HT. HEIGHT ABBREVIATIONS DRAWING SYMBOLS ADJ. ADJACENT ASS'Y. ASSEMBLY A.B. ANCHOR BOLT DETAILS CMU CONCRETE MASONRY UNIT CONC. CONCRETE COL COLUMN DETAILS BUILDING SECTIONS FLUOR. FLUORESCENT FTG. FOOTING N I C NOT IN CONTRACT SHT SHEET VERT VERTICAL STD. STANDARD S.H. SINGLE HUNG S C SOLID CORE SPEC('S). SPECIFICATION(S) SQ FT SQUARE FOOT T.S. TUBE SECTION SST' L STAINLESS STEEL THK THICKNESS T&G. TONGUE AND GROOVE PTDF PRESSURE TREATED DOUGLAS FIR PSF POUNDS PER SQUARE FOOT PSI. POUNDS PER SQUARE INCH PL. PLATE, PROPERTY LINE PWD PLYWOOD PTN PARTITION PLAS LAM PLASTIC LAMINATE N.T.S. NOT TO SCALE O C ON CENTER OPNG. OPENING OPP OPPOSITE O D OUTSIDE DIAMETER O'HEAD OVERHEAD PH PHONE TYP TYPICAL SYS. SYSTEM ST'L. STEEL SIM SIMILAR SECT. SECTION R O ROUGH OPENING ROW RIGHT OF WAY NWF. NATURAL WOOD FINISH LIN FT LINEAL FOOT (N) NEW LTWT LIGHT WEIGHT GRID / COLUMN REFERENCE LINE A 1 DATUM / LEVEL LINE RF ROOF (F.G) FINISH GRADE (T.P.) TOP OF PAVEMENT POINT ELEVATIONS CONSULTANTS ELECTRICAL ENGINEER: LUCCI & ASSOCIATES KEN LUCCI 3251 CORTE MALPASO # CAMARILLO, CALIFORNIA 93012-8094 805.389.6520 C15-010: C / COVER C BLDG: GYMNASIUM MEN & WOMEN RESTROOM RENOVATION SCOPE OF WORK: COMPLETE RENOVATION / ALTERATION OF FOUR (E) RESTROOMS. THE WORK INCLUDES NEW PLUMBING FIXTURES, PRIVACY TOILET PARTITIONS, GRAB BARS, HAND DRYERS, RESTROOM ACCESSORIES, HARDWARE, LIGHTING FIXTURES, SELF-PRIMING FLOOR DRAINS, CERAMIC FLOOR AND WALL TILES, AND PAINTING. AT THE TIME THIS BUILDING WAS CERTIFIED FOR OCCUPANCY, IT COMPLIED WITH ALL APPLICABLE CODE REQUIREMENTS. IT IS TECHNICALLY INFEASIBLE TO MEET FULL COMPLIANCE WITH ALL ACCESSIBILITY REQUIREMENTS. AN EXCEPTION IS GRANTED UNDER CBC, SECT. 11B-202.3, EXCEPTION 2, AND TITLE-24, SECT. 202 TO COMPLY WITH ACCESSIBILITY STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DEMO NOTES REMOVE ALL (E) PLUMBING FIXTURES, ENCLOSURES, WALL TILES, LIGHTING, AND PARTITION WALLS WHERE SHOWN. PREP ALL COMPONENTS IN ORDER TO INSTALL NEW PLUMBING LINES, FIXTURES AND PARTITIONS AT LOCATIONS SHOWN. EXPOSE STUD FRAMING TO INSPECT AS-BUILT CONDITION. REPAIR AND REINFORCE FRAMING AND BLOCKING AS NECESSARY. VENTURA COUNTY COMMUNITY COLLEGE DISTRICT VENTURA COLLEGE 4667 Telegraph Road Ventura, CA 93003 C: GYMNASIUM MEN & WOMEN RESTROOMS RENOVATION PROJECT DIRECTORY SOILS ENGINEER / SEPTIC SYSTEM: XXXX CIVIL ENGINEER: XXXX STRUCTURAL ENGINEER: XXXX ELECTRICAL ENGINEER: LUCCI & ASSOCIATES 805/389.6520 MECHANICAL ENGINEER: A/E GROUP 805/653.1722 LANDSCAPE ARCHITECT: XXXX WATER SYSTEM / FIRE PROTECTION SYSTEM: XXXXt THIS PLAN IS BASED UPON DATA COMPILED AND FURNISHED BY OTHERS. SHEET NAME DATE SCALE PROJECT SHEET NUMBER OF SHEETS C15 - 010 00 ROY E COLBERT ARCHITECTURE PLANNING DESIGN 353 SAN JON ROAD VENTURA, CA 93001 805 / 650 . 9590 PH 805 / 650 . 9589 FX [email protected] CALIFORNIA C12050 N.C.A.R.B. AS SHOWN This project has been designed by me, or under my direct supervision. . 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.

VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

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Page 1: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

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: 2

HEIGHT: SINGLE- STORY

FIRE SPRINKLERS EXISTING: NONE

THE PLANS: +

COMPONENTS.

3.

APPLICABLE CODES

HUNDRED SQUARE FEET OF WALL AREA. ITEMS WHICH PENETRATE

BE INSTALLED ANY CLOSER TOGETHER THAN ONE PER EVERY ONE

ANY ITEMS WHICH PENETRATE FIRE RATED WALLS MUST BE EITHER

FIRE PROTECTION

FIRE RATED WALLS MUST BE SEPARATED BY A HORIZONTAL

DISTANCE OF TWENTY-FOUR INCHES WHEN ON OPPOSITE SIDES

FERROUS OR COPPER AND FIRE-STOPPED. ELECTRICAL OUTLET

BOXES INSTALLED IN FIRE RATED WALLS SHALL BE STEEL, SHALL

NOT EXCEED SIXTEEN SQUARE INCHES IN AREA, AND SHALL NOT

CALIFORNIA MECHANICAL CODE AND CBC SECTION 710.5.

WIRING WITHIN CONCEALED SPACES SHALL COMPLY WITH THE

PROJECT ANALYSIS

APN:

ZONING:

LOT AREA:

TENANT SPACE:

OFFICES:

VENTURA COLLEGE

OCCUPANCY: E

CODE ANALYSIS

xx

xx

XX SQ. FT.

XX SQ. FT.

OF A WALL.

2.

1.

CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE

SCOPE OF THE WORK

1.

TITLE 24 - ENERGY

ARCHITECTURAL

A-0

A-1

A-2

A-3

A-4

A-5

A-6

ELECTRICAL

E-100

E-150

E-300

E-400

E-401

E-402

E-600

PLUMBING

P-1

P-2

P-3

MECHANICAL - HVAC

M-1

COVER SHEET

KEY PLAN

C: DEMOLITION PLANS

C: (N) MEN'S / WOMEN'S FLOOR PLANS

INTERIOR RESTROOM ELEVATIONS

SELECTED DETAILS

TYPICAL ACCESSIBILITY DETAILS

ELECTRICAL COVER SHEET / NOTES

ELECTRICAL SITE PLAN / KEY PLAN

ELECTRICAL LIGHT FIXTURE SCHEDULE

ELECTRICAL DEMOLITION PLANS

ELECTRICAL POWER / LIGHTING PLANS

ELECTRICAL PANEL SCHEDULE

ELECTRICAL DOOR ACTIVATOR DETAIL

PLUMBING COVER SHEET

C PLUMBING FLOOR PLANS

SELECTED PLUMBING DETAILS

C: MECHANICAL DUCT PLANS

SHEET INDEX

VICINITY MAP

FIN FLR FINISHED FLOOR ELEVATION

CONT CONTINUOUSALT. ALTERNATEFBO FURNISHED BY OTHERS

CSMNT. CASEMENT

CATV CABLE TELEVISION

C.I. CAST IRON

CLG CEILING

A/C AIR CONDITIONING

ANNOD. ANNODIZED

ARCH('L) ARCHITECT(URAL)

AUTO. AUTOMATIC

B.M. BENCHMARK

B.U.R. BUILT UP ROOF

BTTM. BOTTOM

CAB'T CABINET

BLDG. BUILDING

AL. ALUMINUM

BTWN. BETWEEN

D.F. DOUGLAS FIR

(E) EXISTING

ENCL ENCLOS(UR)E

EQ EQUAL

CU FT CUBIC FEET

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

D DEPTH

DWG DRAWING

CFM CUBIC FEET PER MINUTE

DEMO DEMOLISH, DEMOLITION

D.H. DOUBLE HUNG

DS DOWN SPOUT

HORIZ HORIZONTAL

HB HOSE BIBB

I.D. INSIDE DIAMETER

INSUL INSULATION

GA GAGE, GAUGE

GALV GALVANIZED

GL. GLASS, GLAZING

GB. GLASS BLOCK

HDBD. HARD BOARD

HD HEAVY DUTY

HC HOLLOW CORE

HM HOLLOW METAL

FUT FUTURE

HWD HARDWOOD

HT. HEIGHT

ABBREVIATIONS

DRAWING SYMBOLS

ADJ. ADJACENT

ASS'Y. ASSEMBLY

A.B. ANCHOR BOLT

DETAILS

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

COL COLUMN

DETAILS

BUILDING SECTIONS

FLUOR. FLUORESCENT

FTG. FOOTING

N I C NOT IN CONTRACT

SHT SHEET

VERT VERTICAL

STD. STANDARD

S.H. SINGLE HUNG

S C SOLID CORE

SPEC('S). SPECIFICATION(S)

SQ FT SQUARE FOOT

T.S. TUBE SECTION

SST' L STAINLESS STEEL

THK THICKNESS

T&G. TONGUE AND GROOVE

PTDF PRESSURE TREATED DOUGLAS FIR

PSF POUNDS PER SQUARE FOOT

PSI. POUNDS PER SQUARE INCH

PL. PLATE, PROPERTY LINE

PWD PLYWOOD

PTN PARTITION

PLAS LAM PLASTIC LAMINATE

N.T.S. NOT TO SCALE

O C ON CENTER

OPNG. OPENING

OPP OPPOSITE

O D OUTSIDE DIAMETER

O'HEAD OVERHEAD

PH PHONE

TYP TYPICAL

SYS. SYSTEM

ST'L. STEEL

SIM SIMILAR

SECT. SECTION

R O ROUGH OPENING

ROW RIGHT OF WAY

NWF. NATURAL WOOD FINISH

LIN FT LINEAL FOOT

(N) NEW

LTWT LIGHT WEIGHT

GRID / COLUMN REFERENCE LINE

A

1

DATUM / LEVEL LINE

RF ROOF

(F.G) FINISH GRADE

(T.P.) TOP OF PAVEMENT

POINT ELEVATIONS

CONSULTANTS

ELECTRICAL ENGINEER: LUCCI & ASSOCIATES

KEN LUCCI

3251 CORTE MALPASO #

CAMARILLO, CALIFORNIA 93012-8094

805.389.6520

C15-010:C / COVER

C BLDG: GYMNASIUM

MEN & WOMEN

RESTROOM

RENOVATION

SCOPE OF WORK:

COMPLETE RENOVATION / ALTERATION OF FOUR (E) RESTROOMS. THE WORK INCLUDES

NEW PLUMBING FIXTURES, PRIVACY TOILET PARTITIONS, GRAB BARS, HAND DRYERS,

RESTROOM ACCESSORIES, HARDWARE, LIGHTING FIXTURES, SELF-PRIMING FLOOR DRAINS,

CERAMIC FLOOR AND WALL TILES, AND PAINTING.

AT THE TIME THIS BUILDING WAS CERTIFIED FOR OCCUPANCY, IT COMPLIED WITH ALL

APPLICABLE CODE REQUIREMENTS. IT IS TECHNICALLY INFEASIBLE TO MEET FULL

COMPLIANCE WITH ALL ACCESSIBILITY REQUIREMENTS. AN EXCEPTION IS GRANTED

UNDER CBC, SECT. 11B-202.3, EXCEPTION 2, AND TITLE-24, SECT. 202 TO COMPLY WITH

ACCESSIBILITY STANDARDS TO THE MAXIMUM EXTENT FEASIBLE.

DEMO NOTES

REMOVE ALL (E) PLUMBING FIXTURES, ENCLOSURES, WALL TILES, LIGHTING, AND

PARTITION WALLS WHERE SHOWN. PREP ALL COMPONENTS IN ORDER TO INSTALL

NEW PLUMBING LINES, FIXTURES AND PARTITIONS AT LOCATIONS SHOWN. EXPOSE STUD

FRAMING TO INSPECT AS-BUILT CONDITION. REPAIR AND REINFORCE FRAMING AND

BLOCKING AS NECESSARY.

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

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.

Page 2: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

(E) MEN'S LOCKER ROOM

(E) MEN'S TRAINING ROOM

(E) SHOWER

(E) SHOWER

(E) SHOWER

(E) SHOWER

UP

EQUIPMENT ROOM

EXITEXIT

DU

CT

C

HA

SE

EGRESS LOBBY

STORAGE ROOM

STORAGE

STAIR No. 3

GYM

EXIT

EX

IT

CLASSROOM

GYMGYM

(E) DANCE STUDIO

UP

EXIT

EX

IT

(E) DANCE STUDIO

EGRESS LOBBY

(E) WOMEN'S LOCKER ROOM

(E) GYMNASIUM

(E) GYMNASIUM

OPEN ACCESS

OPEN ACCESS

(N) WEIGHT TRAINING

103

104

130

131

C-1

C-2

DN

DN

DN

PARTITION TO BE REMOVED

VISITOR TEAM ROOM

(E) SHOWER

(E) EQUIP'T RM

(E) EQUIPMENT MANAGER

C: DEMO PLANS

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

C15-010:C: A-1

A-3: C DEMO PLAN

A-4: C IMPROVEMENT PLAN

A-3: C DEMO PLAN

A-4: C IMPROVEMENT PLAN

SCALE:

1

32

" = 1'-0"

BLDG C: LOWER LEVEL FLOOR PLAN

AEC BLDG

C BLDG

C: GYMNASIUM

MEN & WOMEN

RESTROOM

KEY PLANS

Page 3: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

C: (E) WOMEN'S ROOM DEMOLITION FLOOR PLAN

SCALE:

1

2

" = 1'-0"

C: (E) MEN'S ROOM DEMOLITION FLOOR PLAN

SCALE:

1

2

" = 1'-0"

20'-6"

4'-10"

21'-7"

13'-8"

12'-2"

DEMO KEY NOTES

(E) 8-INCH/12-INCH CONCRETE WALLS TO REMAIN

D4

D2

D3

D1

D7

D6

D5REMOVE (E) TILE FLOORING & REPAIR MORTAR

BED

D8

D9

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

D21

(E) 2x4 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

REMOVE (E) FLOOR DRAIN & WASTE LATERAL

SAWCUT AS REQUIRED

(E) 2x6 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

D22

REMOVE (E) WALL TILE & BACKING

(E) 6-INCH CAST IRON WASTE LATERAL TO REMAIN

REMOVE (E) 3-INCH C.I. WASTE LATERAL

REMOVE (E) 2-INCH C.I. WASTE LATERAL

(E) 2-INCH V.T.R. (UP) TO REMAIN

(E) 4-INCH CAST IRON WASTE LATERAL TO REMAIN

(E) 2-INCH CAST IRON WASTE LATERAL TO REMAIN

REMOVE (E) WALL HUNG URINALS

REMOVE (E) WALL HUNG LAVATORIES

REMOVE (E) WALL HUNG TOILETS

REMOVE (E) TOILET ENCLOSURE PARTITIONS

(E) WOOD-FRAMED SOFFITS TO REMAIN

REMOVE (E) ACCESSORIES: SHELVES/MIRRORS/

TOWEL DISPENSERS/ ETC.

REMOVE FLOOR TILE & MORTAR BED: PREP FOR (N)

FINISH CONC FLOOR TO MATCH RESTR'M ELEV.

REMOVE (E) DRAIN & PREP FOR (N) FLOOR DRAIN

w/ TRAP PRIMER

REMOVE EXPOSED SHOWER PLUMBING / CAP

SUPPLY LINES / MAINTAIN (E) ADJACENT SHOWER

SCOPE OF DEMOLITION WORK:

REMOVE ALL (E) PLUMBING FIXTURES,

FLOOR DRAINS, TOILET ENCLOSURES,

WALL TILES, FLOOR TILES, LIGHT

FIXTURES, SWITCHES AND PARTITION

WALLS WHERE SHOWN. PREPARE ALL

COMPONENTS IN ORDER TO INSTALL

NEW PLUMBING LINES, SELF- PRIMING

FLOOR DRAINS, PLUMBING FIXTURES,

LIGHT FIXTURES, SWITCHES AND TOILET

PARTITIONS AT LOCATIONS SHOWN. THIS

INCLUDES EXPOSING STUD FRAMING TO

INSPECT THE EXISTING AS-BUILT

CONDITION. REPAIR AND REINFORCE

FRAMING AND ADD BLOCKING AS

NECESSARY TO ANCHOR THE NEW WALL

MOUNTED FIXTURES AND APPLIANCES.

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

D23REMOVE 3

1

4

" METAL STUD WALL & 2'-8"x7'-0" DOOR

TO BE REPLACED WITH 2x4 P.T.D.F. STUD WALL &

3'-0"x 7'-0" WOOD DOOR IN H.M. FRAME

D23

D23

D24REMOVE METAL FURRED NON-BEARING PARTITIONS

D24

D24

D24 D24

8'-0"

D24

D24

D24

D24

D5

D5

D5

D5

D5

D5

D6

D6

D6

D6

D14

D14

D17D17D17

D15

D1

D1

D16

D16

D16

D16

D15

D15

D15

D1

D1

D1

D20

D20

D20

D20

D17

D17

D17

D17

D16

D16

D16

D16

D25REMOVE 2'-8"x7'-0" DOOR AND FRAME / PATCH

CONCRETE WALL SURFACE

D25

D18

D18

D18

D18

D18

D18

D14

D24

D6

D25

REMOVE (E) 2x4 WOOD STUD WALL

D4

D24

(E) CORRIDOR

(E) CORRIDOR

(E) CORRIDOR

(E) CORRIDOR

LOCKER ROOM

(E) SHOWER ROOM

SHOWER ROOM

LOCKER ROOM

D4

EXTERIOR EGRESS

EXTERIOR

C BLDG: GYMNASIUM

MEN & WOMEN

RESTROOMS

DEMO FLOOR PLANS

C15-010:C: A-2

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

SAWCUT 4" CONCRETE SLAB

TO EXPOSE U.G. DRAIN LINES

3'-0"

4'-0"

5'-4"

4'-0"

23'-0"

D12

D12

D9

D7

D7

D9

D11

D11

D10

D10

D12

D9

D9

D8

D12

D11

D5

D24

D6

D6

D14

8'-2"

6"

12'-2" 1'-0"10"

10'-2

1

2

"

1'-6"

1'-2

1

2

"

6'-0"

1'-1"

D5

D3

D1

D24

D6

D19

D19

D6

D6

D6

D21

D21

D22

D22

D1

6" x 6'-0" HT.

CONC. WALL

D25PREPARE FOR (N) ELECTRIC DOOR OPENING ASS'Y

D25

D25

Page 4: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

20'-6"

13'-8"

4"

1'-4

1

2

"

7

1

2

"

1'-8"

1'-7"

2'-8"

6'-0"4'-8"

1'-6"

10'-6"

4'-5

1

2

"

2'-6"

2'-6"

2'-6"

1'-6"

5'-0"

2'-0"

5

1

2

"

1'-10"

1'-6"

5'-0"

7'-10"

5

1

2

"

12'-7"

12'-5"

(E) 8-INCH / 10-INCH CONCRETE WALL TO REMAIN

4

2

3

1

7

6

5

36" L x 1

1

2

" DIAM. STAINLESS STEEL GRAB BAR @

33" - 36" A.F.F. (DISABLED ACCESS)

42" L x 1

1

2

" DIAM. STAINLESS STEEL GRAB BAR @

33" - 36" A.F.F. (DISABLED ACCESS)

8

9

(E) 2x8 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

10

11

12

13

14

15

16

(E) 2x4 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

(E) 2x6 WOOD STUD PARTITION TO REMAIN

REINFORCE AS REQ'D FOR STABILITY

INSTALL (N) ZURN SELF-PRIMING FLOOR DRAIN

VERIFY MODEL WITH VENTURA COLLEGE M&O

(N) 2x8 WOOD STUD PARTITION

(N) 2x4 WOOD STUD PARTITION

PORCELAIN WALL TILE o/ THINSET MORTAR o/

1

2

"

DUROCK BOARD TO 8-FT - TYP. ALL WALLS

(N) 2x6 WOOD STUD PARTITION

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

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

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

CHICAGO FAUCET #116.211.AB.1 (ELECTRONIC)

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

0.5 GPF - SEE PLUMBING PLANS

EXTEND (E) MECHANICAL CHASE AS REQUIRED

FOR (N) PLUMBING FIXTURES/STALLS

KOHLER KINGSTON LAVATORY #K-2005 (WHITE)

WALL-HUNG - SEE PLUMBING PLANS

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

UNDERCOUNTER MOUNT - SEE PLUMBING PLANS

GEORGIA PACIFIC #56508 SOFPULL TOILET TISSUE

DISPENSER - INSTALL BY CONTRACTOR

BOBRICK #B-270 SANITARY NAPKIN DISPOSAL AT

WOMEN'S COMPARTMENTS

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

1500w / 6.5AMP o/ SEPARATE CIRCUIT

COUNTER TOP:

3

4

" GRANITE "LUNA PEARL", FROM

PACIFIC STONEWORKS, 31 PEKING ST., VENTURA,

CA 93001 [805/648.4098] o/

3

4

" PLYWOOD

GEORGIA PACIFIC #57710 SAF-T-GARD TOILET SEAT

COVER DISPENSER - INSTALL BY CONTRACTOR

BOBRICK #B-2888 TOILET TISSUE DISPENSER

SURFACE MOUNT

METPAR "THE CORINTHIAN" #FP-500SS TOILET

COMPARTMENT PARTITIONS ROTARY BRUSH SWIRL

#

301

304

STAINLESS ST'L w/ #4 SATIN FIN.

NOTE: OUTSWING DOORS AND LATCHSETS

PEMKO SADDLE ADA THRESHOLD TO BLEND (N)

FLOOR FOR A SMOOTH FINISH SURFACE

(E) DOOR TO REMAIN

INSTALL (N) DISABLED ACCESS SIGNAGE FOR

UNISEX RESTROOMS PER CBC, CHAP. 11

4'-11

1

2

"

3

1

2

"

C: WOMEN'S ROOM FLOOR PLAN

SCALE:

1

2

" = 1'-0" SCALE:

1

2

" = 1'-0"

C: MEN'S ROOM FLOOR PLAN

FLORIANA "HEATHER" 12" x 24"

(LOWE'S #0486888) PORCELAIN

RESTROOM FINISH SCHEDULE

WALLS:

TILE GROUT PAINT

TEC ADVANCED PERFORMANCE

#940 "ANTIQUE WHITE"

FLOORS

DUNN-EDWARDS: DEW 382 FADED GRAY

@ WALLS ABOVE TILE & CEILINGS

DURALTEXÉ RESINOUS EPOXY

FLOOR COATING

ACCESSORIES

FINISH VERTICAL EDGE: SCHLUTER "SCHIENE" #10 (

3

8

")

EDGE PROFILE; STAINLESS STEEL

EUCLID CHEMICAL CO.

PROPRIETARY MEMBRANE

EPOXY MEMBRANE ACCESSORIES

COVE BASE: SCHLUTER "DILEX-HKUE"

w/ #HKUR 10E AT CORNERS; STAINLESS STEEL

KEY NOTES

1

8"

5

6

5

6

7

7

8

8

15

15

16

16

23

29

29

29

29

29

29

30

23

23

23

20

22

11

11

11

11

11

25

25

25

12

6

1

1

1

1

1

1

1

33

33

14

14

14

14

8

8

6

8

7

28

28

13

13

13

13

8

8

OPEN TO EXTERIOR - EGRESS (11B-207 )

OPEN TO EXTERIOR - EGRESS (11B-207 )

SEALCOAT

ECOTHANEÉ URETHANE

68

8

8

7 8

17

17

4

4

14

18

DURALTEXÉ RESINOUS EPOXY FLOOR COATING w/

VINYL CHIP BROADCAST & EUCOTHANE SEALCOAT

9

9

9

9

9

9

9

9

9

9

9

1'-6"

22

20

20

2'-4" DR. PNL

2'-4" DR. PNL

3'-0" DR. PNL

1'-3"

1'-3"

1'-6"

CORRIDOR

(E) EXIT CORRIDOR

(E) CORRIDOR

C BLDG: GYMNASIUM

MEN & WOMEN

RESTROOMS

FLOOR PLANS

C15-010:C: A-3

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

HARDWARE / CLOSER / 1

1

2

PR STNLSS STL HINGES

32

33

33

33

33

(E

) C

ON

CR

ET

E

O

PE

NIN

G

1

A-5

5

P-3

1

P-3

1

A-5

5

P-3

4

P-3

3

P-3

3

10

10

(N) 110v G.F.I. CONVENIENCE OUTLET @ 40" A.F.F.

34

34

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

26

26

WIKK ACCESSIBILITY BOLLARD ELECTRIC DOOR

OPENER #BPS SM-ING 48" HT. ALUM. 6063-T5

35

(N) 3-FT x 7-FT EXTERIOR STEEL DOOR & FRAME

ELECTRIC OPERATION

36

30

30

30

A-4

3

A-4

4

NOTES:

1. THINSET MORTAR: FOR PORCELAIN TILE (WHITE)

2. SEAL ALL GROUT WITH AQUA MIX PENETRATING SEALER

3. INSTALL

1

2

" DUROCK BACKERBOARD o/ (1) - 6 MIL

POLYETHYLENE MOISTURE BARRIER

w/ 1

1

4

" SUPERIOR-BILT BACKER BOARD SCREWS

@ 8-INCH ON CENTER (TCA HANDBOOK DETAIL #EJ-171)

4. ACCESSIBLE TOILETS SHALL BE FITTED WITH

ZURN #ZER6000AV-CPM ELECTRONIC FLUSH VALVES.

ALL OTHER TOILETS SHALL BE FITTED WITH THE SLOAN

111-1.6 HET MANUAL FLUSH VALVES.

5. GEORGIA PACIFIC ITEMS #20 & #23 WILL BE SUPPLIED BY

VENTURA COLLEGE AND SHALL BE INSTALLED BY THE

CONTRACTOR.

6. WAXIE TOWEL DISPENSER #26 WILL BE SUPPLIED BY

VENTURA COLLEGE AND SHALL BE INSTALLED BY THE

CONTRACTOR.

7. FURR CEILING DOWN AS REQUIRED TO SEAL OVERHEAD

PLUMBING LINES AND HVAC DUCTS PER DTL 15/A-7.

8. REINFORCE THE REPLACEMENT CONCRETE SLAB WITH

#4 BARS, GRADE 60, AT 24" O.C.E.W. DOWEL THE NEW

SLAB TO THE EXISTING SLAB WITH #4 BARS AT 48" O.C.

9. REMOVE/REPLACE CEILING FINISH WITH

5

8

" TYPE-X USG

"PURPLE BOARD" GYP. BD.

FIN.

FIN.

FIN

.

1'-0"

5'-0"

14'-0"

1'-6"

FIN

.

12'-2"

6'-2"

FIN

.

1"

35

1"

10"

1

1

6"

1'-10"

6'-6

1

2

"

FIN.

20

20

5'-0"

3'-6

1

2

"

3'-7"

7'-5

3

4

"

15'-6"

20'-6"

FIN.

1'-10

1

2

"

2'-0"

(E) EXIT CORRIDOR

(E) EXIT CORRIDOR

1

'

-

0

"

℄℄

℄℄

℄℄

℄℄

3

1

2

"3

1

2

"3

1

2

"

℄℄

FIN.

3'-7

3

4

"

℄1'-9

3

4

"

1'-10"

3'-7

3

4

"

℄1'-9

3

4

"

1'-10"

3'-7

1

4

"

℄1'-9

1

4

"

1'-4"

7"

1'-4"

1'-0"

8"

2'-4" DR. PNL

2'-4" DR. PNL

2'-4" DR. PNL

3'-0" DR. PNL

1'-6"

1'-6"

2'-0"

FIN

.

2'-10"2'-10"2'-10"1'-6"

FIN

.

℄ ℄ ℄ ℄

33

33

32

6"

2'-6"

141414

181818

1'-3"

6'-0"

7

1

2

"

5

1

2

"

P-3

1

P-3

1

P-3

1

12

12

12

12

12

P-3

1

P-3

1

8

26

26

23

23

29

23

1'-8"

1'-0"

11

11

29

29

29

29

29

29

7

2'-7"

2'-7"

2'-7"

2'-7"

2'-7"

32'-8"

℄℄

℄℄

℄℄

7

(E) DRAINAGE TROUGH @ SHOWER

REMOVE (E) DRAIN & CAP

19

10

P-3

3

XXXXX

XXXXX

(E) EXTERIOR LANDING

TO REMAIN

4'-0"

8'-10"

19'-0"

31'-10"

4'-0"

9

7

1

4

"

A-5

6

Page 5: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

MEN

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

KEY NOTES

WALL TILE: FLORIANA "HEATHER" o/ THINSET

4

2

3

1

6

5

LINE OF WALL TILE

COUNTER TOP: GRANITE "LUNA PEARL" PER

PACIFIC STONEWORKS, VENTURA, CA

PAINT: DUNN-EDWARDS DEW 382 FADED GRAY

PARTITIONS: MET-PAR CORP.

(N) 2x6 WOOD STUD PARTITION

7(N) 2x4 WOOD STUD PARTITION

SEMI-RECESSED A.D.A. RATED DISPENSER

BOBRICK - SUBMIT MFR'S TECH DATA

LINE OF CONCRETE WALL

8

9

C: LOCKER ROOM WOMEN'S ROOM INTERIOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

NORTHWESTSOUTHEAST

C: LOCKER ROOM MEN'S ROOM INTERIOR ELEVATIONS

SCALE:

1

4

" = 1'-0"

NORTH WEST SOUTHEAST

FINISH FLOORING

A-5

5

2'-4" 2'-4"

1'-3" 1'-3" 8"

3'-0"

1

1

P-3

1

5

5

1

4

1

P-3

4

1

2'-10"

2'-5"

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

1

1'-6" 1'-6"5'-0"5'-0"

3'-0"

17"-19"

3'-0"

1

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

CLEAR I.D. CLEAR I.D.

C15-010:C: A-4

LINE OF WALL BEYOND - EXTEND CHASE AS

MINIMUM REQUIRED FOR DUCTS & LINES

10

10

10

6"

ACCESSIBLE

C: GYMNASIUM

MEN AND WOMEN

RESTROOM

ELEVATIONS

CLEAN-OUTS ABOVE EACH URINAL w/ 4-INCH

DIAM. STAINLESS STEEL ACCESS PANELS

11

12

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

12

1

3'-4"

NOTES:

1. FURR DOWN THE FINISH CEILING AS MAY BE

REQUIRED TO ACCOUNT FOR OVERHEAD

PLUMBING LINES AND HVAC DUCTS PER 15/A-7.

2. ALL VERTICAL INSTALLATION DIMENSIONS ARE

INTENDED TO COMPLY WITH ALL RELEVANT

ACCESSIBILITY REQUIREMENTS.

3. CONFIRM THE SIZE AND LOCATIONS OF

STAINLESS STEEL ACCESS PANELS (NOTE 13)

4. CONFIRM THE OPENING (HINGED OR SCREWED)

OF ACCESS PANELS.

1

2

1316"x16", 12"x12" STAINLESS STEEL WALL ACCESS

PNLS - COORDINATE WITH PLUMBER

FIXED PANEL

14

13

13

13

13

AT WALL

BEYOND

10

10

8'-0"

WAXIE "CLEAN & SOFT" #850593 TOWEL DISPENSER

SURFACE MOUNT (SUPPLIED BY VENTURA COLLEGE)

15

16

ECOTHANE URETHANE SEALCOAT o/ DURALTEX

EPOXY FIN. FLOOR o/ CONCRETE SLAB (PER MFR)

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

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

7'-3

3

4

"

1'-5"

FIN. WALL SURFACE

3'-4"

121212

13

1

1

1

10

2'-8"2'-0"2'-0"

17"-19"

5'-0"

P-3

1

5

7'-3

3

4

"

3'-4"

2'-10"

2'-0"

17"

2'-10"

3'-2

1

2

"

2'-5"

1'-6"

2'-10"

15

2'-4" 2'-4"

1'-4"

6'-10"

1'-0"

1'-0"

5

1'-4"

3'-7

3

4

"3'-7

1

4

" 3'-7

3

4

" 6'-6

1

2

"

2'-10" 2'-10" 2'-10" 1'-6"2'-0"

7

1

4

"

2'-4"

1'-8"

3'-0"

8"

1

1

1

1

13

13

13

17"-19"

2'-10"

2'-10"

10

5

1111 11 11 11 11

55

17

TOILET SEAT COVER DISPENSER - SURFACE MOUNT

(SUPPLIED BY VENTURA COLLEGE)

17

3'-0"6"

17

10

3'-4"

A-5

5

10 10

17 17 17

WIKK AUTOMATIC DOOR OPEN ASS'Y

4'-5

1

2

"

5

9

1'-0"

16 16 16 16

16161616

FINISH FLOORING

18

PAINT CEILING: SEE A-3

18181818

18181818

10

7

2x4 PTN

19

19

(E) MTL WNDO / PROTECT IN PLACE

19

7 7

A-5

5

A-5

6

A-5

6

Page 6: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

OUTSIDE CORNER DTL - TYPICAL

SCALE: HALF SCALE

5

2x FRAMING

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

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

THINSET MORTAR: WHITE, FOR PORCELAIN

1

2

" DUROCK BACKER BOARD TO CEILING

OVER 6 MIL POLYETHYLENE MOISTURE BARRIER

WITH 1

1

4

" SUPERIOR-BIT BACKER BOARD SCREWS

AT 8" O.C. (SEE T.C.A. DETAIL #EJ-171)

SCHLUTER "SCHIENE" 10E 316L

VERTICAL EDGE TRIM

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

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

SCHLUTER "SCHIENE" 10E 316L

VERTICAL EDGE TRIM

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

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE

C15-0010:C: A-5

TYPICAL FOR ALL

OUT CORNER CONDITIONS

C: GYMNASIUM

MEN & WOMEN

RESTROOM

SELECTED DETAILS

WALL X-SECT - TYPICAL

SCALE: 1" = 1'-0"

1

WALL X-SECT - TYPICAL

SCALE: 1" = 1'-0"

2

3x SILL P.T.D.F.

w/ HILTI SHOT PIN

@ 32" O.C.

2x STUD FRAMING

@ 16" O.C.

1

2

" DUROCK SHEATHING

FLORIANA "HEATHER"

WALL TILE

CONC. FLOOR SLAB

PAINT - ENAMEL

SEMI GLOSS FINISH

(E) 2x12 JOISTS

PERPENDICULAR

SIMPSON STCT

@ EACH JOIST

3x SILL P.T.D.F.

w/ HILTI SHOT PIN

@ 32" O.C.

2x STUD FRAMING

@ 16" O.C.

1

2

" DUROCK SHEATHING

FLORIANA "HEATHER"

WALL TILE

CONC. FLOOR SLAB

PAINT - ENAMEL

SEMI GLOSS FINISH

(E) 2x12 JOISTS

PARALLEL

SIMPSON STCT

@ EACH JOIST

2x12 BLOCKING @ 48" O.C.

PARALLEL ROOF FRAMING PERPENDICULAR ROOF FRAMING

8'-0"

8'-0"

WALL BASE DETAIL

SCALE: 3" = 1'-0"

4

SCHLUTER 10E 316L

COVE BASE TRIM - TYP.

3x SILL P.T.D.F.

w/ HILTI SHOT PIN

@ 32" O.C.

2x STUD FRAMING

@ 16" O.C.

1

2

" DUROCK SHEATHING

FLORIANA "HEATHER"

WALL TILE

A-7

4

A-7

4

3x SILL P.T.D.F.

w/ HILTI SHOT PIN

@ 32" O.C.

P.T.D.F. WOLMANIZED

2x STUD FRAMING

@ 16" O.C.

1

2

" DUROCK SHEATHING

FLORIANA "HEATHER"

WALL TILE

CONC. FLOOR SLAB

PAINT - ENAMEL

SEMI GLOSS FINISH

(E) 2x12 JOISTS

PERPENDICULAR

SIMPSON STCT

@ EACH JOIST

(E) CONCRETE WALL

PARALLEL ROOF FRAMING

AT CONCRETE WALL

8'-0"

A-7

4

WALL X-SECT - TYPICAL

SCALE: 1" = 1'-0"

3

DOORS

SCALE: 1" = 1'-0"

8

WIKK ACCESSIBILITY BOLLARD

ELECTRIC DOOR OPENER #BPS

SM-ING 36" HT. ALUM. 6063-T5

(N) 3-FT x 7-FT EXTERIOR STEEL DOOR

& FRAME ELECTRIC AND PUSH PULL

OPERATION

NOTE: DOOR OPENS TO INTERIOR

C: MEN'S ROOM EXTERIOR AEC & C: TYPICAL WOOD DOORS

POWER EQUIPMENT AT INTERIOR

3'-0"

3'-0"

7'-0"

3'-0"

3-FT x 7-FT INTERIOR WOOD DOOR w/ MTL

FRAME & PUSH PULL OPERATION

A-7

9

JAMB DETAIL

SCALE: 3" = 1'-0"

9

HEAD DETAIL

SCALE: 3" = 1'-0"

10

12 GAUGE H.M. FRAME

STEELCRAFT F-12

1

3

4

" DOOR

PORCELAIN TILE

o/ THINSET

o/

1

2

" DUROCK

5 1/2"

2"

2"

5 1

/2

"

A-7

10

A-7

13

A-7

14

JAMB DETAIL

SCALE: 3" = 1'-0"

13

HEAD DETAIL

SCALE: 3" = 1'-0"

14

4x HEADER

5 1/2"

2"

POWER EQUIPMENT AT INTERIOR

CONCRETE WALL

10"

5 1

/2

"

2"

10

"

PORCELAIN TILE

o/ THINSET

o/

1

2

" DUROCK

12 GAUGE H.M. FRAME

STEELCRAFT F-12

1

3

4

" DOOR

1

3

4

" STEEL CRAFT

B-SERIES METAL DOOR

12 GAUGE H.M. FRAME

STEELCRAFT F-12

PORCELAIN TILE

o/ THINSET

o/

1

2

" DUROCK

CONCRETE WALL

JAMB DETAIL

SCALE: 3" = 1'-0"

11

SCALE: 3" = 1'-0"

12

8"

2'-10"

8"

2'-10"

STAINLESS STEEL KICKPLATE

AT PUSH SIDE ONLY

STAINLESS STEEL KICKPLATE

AT PUSH SIDE ONLY

STAINLESS STEEL PUSH PLATE

AND PULL HANDLE

STAINLESS STEEL PUSH PLATE

AND PULL HANDLE

MORTISE DEADBOLT LOCK

PER VENTURA COLLEGE

MORTISE DEADBOLT LOCK

PER VENTURA COLLEGE

3"

OPTIONAL CARD READER

VERIFY WITH VENTURA COLLEGE

LINE OF CONCRETE (E) ALCOVE

4'-0" x 7'-3"

3"

LINE OF (E) ROUGH OPENING

3'-4" x 7'-2"

REPLACEMENT CONCRETE DETAIL

SCALE: 1" = 1'-0"

7

PORCELAIN FLOOR TILE

THIN-SET MORTAR

CRACK ISOLATION

MEMBRANE

(N) SLAB (E) SLAB

4" CONCRETE

#4 DOWEL x 12" LENGTH

@ 48" O.C. SET IN EPOXY GROUT

4" 4" 4"

#4 BARS @

24" O.C.E.W.

4" CLEAN WASHED SAND

10 MIL POLYETHYLENE

MOISTURE BARRIER

1"

SUB-SOIL COMPACT TO 90%

TEST THE NEW CONCRETE FOR MOISTURE

PRIOR TO INSTALLING FLOOR TILE

9"

SOFFIT DETAIL - OPTIONAL

SCALE: 1" = 1'-0"

15

JOIST/RAFTER FRAMING

UNISTRUT #P-2000 CHANNEL

w/ SDS SCREWED TO FRAMING

@ 16" O.C.

5

8

" TYPE- X GYP. BD. FOR WET

LOCATIONS "PURPLE BOARD"

SCREWED TO UNISTRUT

2x WALL FRAMING

NOTE: THIS DETAIL SHALL APPLY WHERE A SOFFIT MAY BE REQUIRED

NOT USED

NOT USED

5

8

" TYPE-X WATER-RESISTANT

GOLD BOND XP "PURPLE" GYPSUM BOARD

5

8

" TYPE-X WATER-RESISTANT

GOLD BOND XP "PURPLE" GYPSUM BOARD

SCALE: 1" = 1'-0"

6

WALL X-SECT @ (E) SHOWER

6'-0"

(E) 6'-0" x 6" TH. CONCRETE

SHOWER PARTITION

TO REMAIN

(E) WALL TILE ASS'Y

TO REMAIN EA. SIDE

(E) DRAIN TROUGH AT

THIS SIDE TO REMAIN

3

4

"

FILL WITH SELF-LEVELING

CEMENTITIOUS LIGHTWEIGHT FILL

BLEND WITH (E) RESTROOM FLOOR

ECOTHANE URETHANE SEALCOAT

o/ DURALTEX EPOXY FIN. FLOOR

o/ CONCRETE SLAB (PER MFR)

SCHLUTER 10E 316L

COVE BASE TRIM - TYP.

3

4

" GAP BTWN (E) WALL TILE &

(N) STUD WALL

9'-0"

3x4 P.T.D.F. SILL (WOLMANIZED)

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

GROUT: TEC ADVANCED PERFORMANCE #940

ANTIQUE WHITE - EXTEND TO CEILING

REMOVE (E) CEILING TILE

PATCH & PREPARE SUBSTRATE

TO BLEND SEAMLESSLY w/

THE RESTROOM & PAINT

LINE OF (E) SOFFIT TO REMAIN

REPLACE HVAC GRILLE w/

(N) STAINLESS STEEL GRILLE

REMOVE (E) SOFFIT TILE

PATCH & PREPARE SUBSTRATE

TO BLEND SEAMLESSLY w/

THE RESTROOM & PAINT

REMOVE (E) SOFFIT TILE

PATCH & PREPARE SUBSTRATE

TO BLEND SEAMLESSLY w/

THE RESTROOM & PAINT

2x4 PRESSURE TREATED

DOUGLAS FIR STUDS

@ 16" O.C.

1

2

" DUROCK SHEATHING

(E) SOFFIT w/ TILE

TO REMAIN THIS SIDE

6"

4"

2"

6-FT HT. CONC. PTN

24 GA. STAINLESS

STEEL FLASHING

BITUTHANE

ADHERE TO (E) TILE

FLORIANA "HEATHER"

WALL TILE THIS SIDE

FROM TOP OF PTN

TO CEILING

1

2

" DUROCK

3/4"

(E) EXPOSED LINE

TO REMAIN THIS SIDE

(E) H.W.

(E) EXPOSED H.W. & C.W. LINES

TO REMAIN THIS SIDE

EXTEND (N)

1

2

" CHROME PLATED

H.W. & C.W. SUPPLY LINES

TO (N) LAVATORIES - (4)

ESCUTCHEON PL.

SEAL WATERTIGHT

ESCUTCHEON PLATES

SEAL WATERTIGHT

(E) C.W.

SEAL AROUND WATER SUPPLY SUPPORTS

FOR A WATERTIGHT INSTALLATION AT THE

TOP OF THE PARTITION

PTN DETAIL

SCALE: 3" = 1'-0"

6-A

(E) EXPOSED H.W. & C.W. LINES

TO REMAIN THIS SIDE

SEAL

Page 7: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

48" MIN.

THESE ARE TYPICAL CONDITIONS AND DIMENSIONS

OF RESTROOMS. THIS INFORMATION SHALL BE USED

AS REFERENCE FOR ALL RESTROOMS.

MINIMUM NON-ABSORBENT

SURFACE

MIRROR

MIRROR

REQUIRED

CLEAR SPACE

30" MIN.

18" MIN.

WA

LL

A

DJA

CE

NT

48" MIN.

REQUIRED

CLEAR SPACE

30" MIN.

18" MIN.

WA

LL

A

DJA

CE

NT

TYPICAL

HAND

DRYER

V-MAX

HAND

DRYER

PAPER

TOWELS

MIRROR

SHELF

C: GYMNASIUM

TYPICAL DISABLED

ACCESS RESTROOM

DETAILS

DISABLED ACCESSIBILITY NOTES

ALL OPERABLE PARTS OF TOILET ROOM ACCESSORIES SHALL BE 40-INCHES HT.

MAXIMUM ABOVE FINISH FLOOR. (11B-603.5)

TOILET ROOMS SHALL COMPLY WITH CBC, SECT. 11B-603.1

2

THE CENTER LINE OF THE ACCESSIBLE TOILET SHALL BE WITHIN17-18-INCHES OF

THE SIDEWALL OR PARTITION. (11B-604.2)

3

CLEARANCE AROUND AN ACCESSIBLE TOILET SHALL BE 60-INCHES MINIMUM MEASURED

PERPENDICULAR FROM THE SIDE WALL AND 56-INCHES FOR A WALL-MOUNTED TOILET

MEASURED PERPENDICULAR FROM THE REAR WALL. (11B-604.3.1 AND 11B-604.8.1)

4

3

CLEARANCE IN FRONT OF THE TOILET SHALL BE 60-INCHES MINIMUM WIDTH AND

48-INCHES DEPTH MANEUVERING SPACE. (11B-604.3.1)

5

6

8

7

FLUSH VALVES, MANUALLY OPERATED OR AUTOMATIC, SHALL BE LOCATED ON THE

OPEN SIDE OF THE COMPARTMENT AND 44-INCH HT. MAXIMUM. (11B-604.6)

TOILET TISSUE DISPENSERS SHALL BE 7"-9" IN FRONT OF THE TOILET AS

MEASURED TO THE CENTER LINE OF THE DISPENSER, AND 19-INCHES MINIMUM

ABOVE THE FINISH FLOOR. (11B-604.7)

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL BE 60-INCHES WIDTH

MINIMUM AND 56-INCHES DEPTH FOR WALL-HUNG TOILETS, OR 59-INCHES DEPTH

FOR FLOOR MOUNTED TOILETS. (11B-604.8.1)

9

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS SHALL BE 34-INCHES

WIDTH MINIMUM CLEAR OPENING AND BE SELF-CLOSING. (11B-604.8.1.2)

10 GRAB BARS SHALL BE 1

1

2

" DIAM. AND BE INSTALLED AT 1

1

2

" MAXIMUM FROM THE

WALL IT IS MOUNTED ON. (11B-604.8.1.5 AND 11B-609)

11

AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 35"-37" WIDTH AND

60-INCHES DEPTH MINIMUM. (11B-604.8.2.1)

12

URINAL SHALL BE INSTALLED WITH THE FRONT RIM 17-INCHES ABOVE FINISH FLOOR

AND 13

1

2

" DEPTH MINIMUM. (11B-605.2, 11B-605.4 AND 11B-305)

13

MANUAL LEVER FLUSH VALVES FOR TOILETS AND URINALS SHALL HAVE A

OPERATING FORCE NO GREATER THAN 5LBS. MAXIMUM, OPERATE WITH ONE HAND,

AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.

(11B-309.4)

14

LAVATORIES SHALL BE INSTALLED AT 34-INCHES HT. WITH 29-INCHES UNDER

COUNTER CLEARANCE, AND CLEAR FLOOR SPACE. (11B-606, 11B-606.4 AND 11B-305)

15

TOILET ROOM ACCESSIBILITY SIGNAGE SHALL COMPLY WITH CBC, SECT.

11B-703.7.2.6.

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C: GYMNASIUM

MEN & WOMEN

RESTROOMS

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

BUILDING AND SAFETY - SUBMITTAL

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 010

00

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

This project has been designed by me, or

under my direct supervision.

PRELIMINARY - NOT FOR CONSTRUCTION

PLANNING - SUBMITTAL

.

ISSUED FOR CONSTRUCTION

C15-010:C: A-6

Page 8: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

2'-6" CLR

2'0" MAX

2'10" M

AX

3'10" M

AX

4'0" M

AX

TOP OF THERMOSTAT,

SWITCH, OUTLET,

CONTROL

THERMOSTAT, SWITCH,

OUTLET, CONTROL

L

C

TOP

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: Lee K

eener D

RA

WIN

G F

ILE

NA

ME

: 15806C

E100 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\C

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 12:21 pm

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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DESCRIPTION
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SHEET
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E100
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GENERAL NOTES, ABBREVIATIONS, SYMBOLS & DRAWING LIST
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E401
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E400
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MEN'S & WOMEN'S RESTROOM POWER AND LIGHTING PLANS - NEW WORK
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MEN'S & WOMEN'S RESTROOM POWER AND LIGHTING DEMOLITION PLANS
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1.
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2.
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B.
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JUNCTION BOX FILL
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3
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2
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NO.6
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14
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NO.14
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MIN.
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CAP.
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CU. IN.
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9
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10
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21
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15
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18.0
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21.0
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21.5
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42.0
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29.5
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25.5
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30.3
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4-11/16 x2-1/8 SQUARE
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4 x1-1/4 ROUND OR OCTAGONAL
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4 x1-1/2 ROUND OR OCTAGONAL
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4 x2-1/8 ROUND OR OCTAGONAL
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4 x1-1/4 SQUARE
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TRADE SIZE OR TYPE
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JUNCTION BOX DIMENSION, INCHES
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4-11/16 x1-1/4 SQUARE
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4-11/16 x1-1/2 SQUARE
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4 x2-1/8 SQUARE
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4 x1-1/2 SQUARE
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MAXIMUM NUMBER OF CONDUCTORS
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2
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2
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1
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3
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2
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2
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2
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4
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2
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3
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3
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2
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4
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4
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3
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6
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3
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4
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7
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4
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5
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5
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4
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4
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4
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3
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8
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4
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6
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5
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4
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4
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5
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5
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4
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6
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5
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9
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6
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2
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3
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4
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4
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9
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5
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3
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9
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5
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7
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6
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10.0
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7.5
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18.0
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14.0
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12.5
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7
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6
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14.5
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13.0
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21.0
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14.0
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6
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18.0
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24.0
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1-3/4 SINGLE COVER / GANG
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FD - MINIMUM INTERNAL DEPTH
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2-3/8 SINGLE COVER / GANG
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FS - MINIMUM INTERNAL DEPTH
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1-3/4 MULTIPLE COVER / GANG
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FD - MINIMUM INTERNAL DEPTH
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FS - MINIMUM INTERNAL DEPTH
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2-3/8 MULTIPLE COVER / GANG
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3-3/4 x2 x3-1/2 MASONRY
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3-3/4 x2 x2-1/2 MASONRY
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BOX / GANG
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BOX / GANG
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3 x2 x1-1/2 DEVICE
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3 x2 x2-1/4 DEVICE
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4 x2-1/8 x1-1/2 DEVICE
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4 x2-1/8 x1-7/8 DEVICE
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4 x2-1/8 x2-1/8 DEVICE
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3 x2 x3-1/2 DEVICE
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3 x2 x2-3/4 DEVICE
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3 x2 x2-1/2 DEVICE
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3 x2 x2 DEVICE
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SYMBOLS
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LIST OF DRAWINGS
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6.
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C.
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D.
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%%UGENERAL
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A.
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1.
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E.
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F.
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GENERAL NOTES
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ABBREVIATIONS
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3.
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50
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10 THROUGH 20
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(b) MORE THAN ONE CONDUIT, TUBE, OR RACEWAY.
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SPACING BETWEEN CONDUITS, TUBING, OR RACEWAYS SHALL BE MAINTAINED.
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THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE WITH LOAD DIVERSITY.
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(FNC): SEE APPENDIX B, TABLE B-310-11 FOR ADJUSTMENT FACTORS FOR MORE THAN
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EXCEPTION NO. 5: FOR OTHER LOADING CONDITIONS, ADJUSTMENT FACTORS AND
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AMPACITIES SHALL BE PERMITTED TO BE CALCULATED UNDER SECTION 310-15(b).
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ABOVE GRADE AND THE NUMBER OF CONDUCTORS DOES NOT EXCEED FOUR.
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OR RIGID NONMETALLIC CONDUIT HAVING A LENGTH NOT EXCEEDING 10 FEET (3.05m)
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PROTECTION IN THE FORM OF RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT,
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ENTERING OR LEAVING AN OUTDOOR TRENCH IF THOSE CONDUCTORS HAVE PHYSICAL
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EXCEPTION NO. 4: DERATING FACTORS SHALL NOT APPLY TO UNDERGROUND CONDUCTORS
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HAVING A LENGTH NOT EXCEEDING 24 INCHES (610mm).
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EXCEPTION NO. 3: DERATING FACTORS SHALL NOT APPLY TO CONDUCTORS IN NIPPLES
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EXCEPTION NO. 2: FOR CONDUCTORS INSTALLED IN CABLE TRAYS, THE PROVISIONS
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(ARTICLES 210, 215, 220, AND 230) CONDUCTORS ONLY.
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FACTORS SHOWN ABOVE SHALL APPLY TO THE NUMBER OF POWER AND LIGHTING
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SECTION 300-3, ARE INSTALLED IN A COMMON RACEWAY OR CABLE, THE DERATING
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EXCEPTION NO. 1: WHERE CONDUCTORS OF DIFFERENT SYSTEMS, AS PROVIDED IN
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INSTALLED IN RACEWAYS, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE
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LONGER THAN 24 INCHES (610 mm) WITHOUT MAINTAINING SPACING AND ARE NOT
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WHERE SINGLE CONDUCTORS OR MULTICONDUCTOR CABLES ARE STACKED OR BUNDLED
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OF SECTION 318-11 SHALL APPLY.
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REDUCED AS SHOWN IN THE ABOVE TABLE.
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41 AND ABOVE
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31 THROUGH 40
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21 THROUGH 30
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35
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40
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45
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EXCEEDS THREE, THE ALLOWABLE AMPACITIES SHALL BE REDUCED AS SHOWN IN THE
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WHERE THE NUMBER OF CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE
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DERATING TABLE
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(a) MORE THAN THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE.
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NEC #310-8 ADJUSTMENT FACTORS
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FOLLOWING TABLE:
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CURRENT-CARRYING
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7 THROUGH 9
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4 THROUGH 6
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CONDUCTORS
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NUMBER OF
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IF NECESSARY
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PERCENT OF VALUES IN
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TABLES AS ADJUSTED FOR
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AMBIENT TEMPERATURE
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70
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80
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ALL WORK AND MATERIAL SHALL CONFORM TO THE LATEST RULES OF THE GOVERNING ELECTRICAL CODE AND INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS OF WORKMANSHIP. ALL MATERIALS SHALL BE NEW AND LISTED FOR THE APPLICATION BY UNDERWRITERS LABORATORY (U.L.). . CONDUITS CONDUIT SHALL BE EMT, PVC, IMC, RIGID OR FLEXIBLE STEEL TYPE. CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE WITH UL-1. A GROUND WIRE IS REQUIRED IN ALL FLEXIBLE CONDUIT AND UNDERGROUND CONDUIT. BUSHINGS SHALL BE INSTALLED ON ALL COMMUNICATION, TELEPHONE & SPEAKER CONDUITS. PROVIDE 3/16" NYLON PULL STRING IN ALL EMPTY CONDUITS. NO MC, BX OR AC90 SHALL BE PERMITTED. EXCEPT FOR 6 FOOT WHIP FOR LIGHTING FIXTURE CONNECTION. SWITCHES AND RECEPTACLES PROVIDE 20AMP NEMA RATED SWITCHES AND RECEPTACLES OF SPECIFICATION GRADE. ALL SWITCHES SHALL BE RATED FOR 120 AND/OR 277 VOLT AND RECEPTACLES SHALL BE NEMA 5-20R. FEEDERS AND BRANCH CIRCUITS IDENTIFICATION IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT DEVICE, LOAD END, AND IN PULL BOXES WITH E-Z CODE OR OTHER APPROVED WIRE MARKER. IDENTIFY BRANCH CIRCUITS WITH I.D. MARKERS, THE CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT DEVICE, AT ALL SPLICES, IN JUNCTION BOXES, AND IN OUTLETS. USE PLASTIC COATED SELF-STICKING MARKERS SUCH AS THOMAS & BETTS E-Z CODE FOR IDENTIFICATION OF CONDUCTORS. IDENTIFY SIGNAL & COMMUNICATION CABLES AT TERMINAL AND OUTLET UNIQUELY WITH PERMANENT LABELING. CONDUCTORS DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L. LABEL, SIZE, TYPE, MANUFACTURER, TRADE NAME AND THE DATE OF MANUFACTURE. (MUST BE MANUFACTURED WITHIN 6 MONTHS) PROVIDE COPPER CONDUCTORS #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. PROVIDE STRANDED COPPER CONDUCTORS FOR ALL WIRING. USE CONDUCTORS WITH 90°C THHN/THWN 600 VOLTSINSULATION, UNLESS OTHERWISE NOTED. LIGHTING FIXTURES PROVIDE LIGHTING FIXTURES WITH ELECTRONIC BALLASTS PER SCHEDULE, PROVIDE WITH LAMPS BY G.E., PHILIPS OR SYLVANIA AS STATED IN THE SCHEDULE. NO SUBSTITUTIONS OF FIXTURES SHALL BE PROVIDED WITHOUT THE APPROVAL OF THE ENGINEER -OF-RECORD. PANELBOARDS SQUARE D DISTRIBUTION AND LIGHTING PANELBOARDS WITHIN PROJECT AREA SHALL BE OF THE COPPER BUS THREE PHASE, FOUR WIRE DISTRIBUTED PHASING TYPE. CIRCUITING SHALL BE ARRANGED TO PROVIDE, AS NEARLY AS POSSIBLE, AN EVENLY BALANCED LOAD ON ALL PHASES. PANELBOARDS SHALL BE BOLT-ON CIRCUIT BREAKER TYPE. AVAILABLE FAULT CURRENT IS STATED ON PANELBOARD SCHEDULE. PROVIDE PANEL IDENTIFICATION NAMEPLATE (ENGRAVED ON-ADHESIVE 1/2" MINIMUM LETTERS) AND TYPEWRITTEN LIST OF CIRCUITS IN THE DIRECTORY FRAME.
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NOTIFY THE OWNER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, AND WHICH IS NOT INDICATED ON THE PLANS. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY OWNER, AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNER TO BE SCRAP. ALL DEVICES, CIRCUITS CONDUCTORS, FEEDERS ETC., WHEN NOTED TO BE REMOVED, SHALL BE REMOVED TO THE LAST ACTIVE DEVICE. ALL OVER-CURRENT PROTECTION AND DISCONNECT DEVICES NO LONGER UTILIZED BUT REMAINING AS LAST ACTIVE DEVICE SHALL BE LABELED AS 'SPARE'. COORDINATE ALL OUTAGES WITH OWNERS REPRESENTATIVE. DISCONNECT AND MAKE SAFE ALL ELECTRICAL SYSTEMS ON SITE AND IN WALL, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY AND RE-LABEL DEVICES AS SPARES. REMOVE ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT CONDUIT FLUSH WITH WALLS AND FLOOR, AND PATCH SURFACES. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVE. PROVIDE BLANK COVER FOR ABANDONED OUTLETS WHICH ARE NOT REMOVED. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE. BEGINNING OF DEMOLITION MEANS CONTRACTOR ACCEPTS EXISTING CONDITIONS.
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CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE CONFINES AS MUCH AS POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. EQUIPMENT, MATERIALS AND SUPPLIES REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. DO ALL DRILLING, CUTTING, CHANNELING AND PATCHING REQUIRED TO INSTALL ELECTRICAL WORK AS INDICATED OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS AND WALLS SHALL BE PATCHED, UNLESS INDICATED OTHERWISE. PAINT ALL NEW ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS PENETRATING INTO FIRE RATED ENVELOPES, SPACES, ETC. ALL CONDUIT RUNS SHALL BE CONCEALED, UNLESS SHOWN OTHERWISE. PROVIDE A PULL WIRE IN ALL EMPTY CONDUITS. EXISTING CONDITION SHOWN IS FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEY AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITION AT SITE. ALL WORK SHOWN IS NEW UNLESS SPECIALLY INDICATED AS EXISTING (X). ALL ELECTRICAL EQUIPMENT MOUNTING AND ANCHORAGE MUST CONFORM WITH LOCAL AND STATE SEISMIC CODES. FURNISH AND INSTALL COMPLETE BONDING AND GROUNDING SYSTEM AS REQUIRED BY CODES. CONTINUITY OF GROUNDING SHALL BE MAINTAINED MECHANICALLY AND ELECTRICALLY THROUGHOUT THE SYSTEM. A GREEN GROUNDING CODE SIZED CONDUCTOR SHALL BE CARRIED IN ALL CONDUITS.
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IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A COMPLETE AND WORKABLE ELECTRICAL INSTALLATION BE PROVIDED FOR ALL THE EQUIPMENT DESCRIBED OR SHOWN AS BEING IN THIS CONTRACT. TOWARD THIS END FURNISH ALL LABOR AND TOOLS NECESSARY AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS AND EQUIPMENT IN A FASHION COMPLYING WITH ALL APPLICABLE CODES, INCLUDING ITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS LAMPS, COUPLINGS, HANGERS, BRACKETS, CLAMPS, BOXES, CONNECTORS AND HARDWARE. REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL, MECHANICAL AND ELECTRICAL SECTIONS. PROCURE ALL PERMITS FROM LEGALLY CONSTITUTED AUTHORITIES, ARRANGE FOR ALL INSPECTIONS AND PAY ALL COSTS FOR FEES AND TESTS IN CONNECTION THEREWITH. COMPLY WITH CODES: NOTHING IN THESE PLANS AUTHORIZES DEVIATION FROM APPLICABLE CODES. DETERMINE EXACT ROUTING OF CONCEALED FEEDERS AND BRANCH HOMERUNS IN COOPERATION WITH OTHER TRADES TO SIMPLIFY INSTALLATION WHEREVER POSSIBLE BUT SUBJECT TO APPROVAL OF ARCHITECT FOR VISUAL AND STRUCTURAL REASONS. DO NOT RUN ANY CONDUIT IN SLAB IF ITS OUTSIDE DIAMETER EXCEEDS 1/3 THE THICKNESS OF THE SLAB. LOCATE CONDUITS WITHIN THE MIDDLE OF THE SLAB. WHERE CONDUITS ARE GROUPED IN PARALLEL RUNS, SPACE THEM 3" OR MORE APART. WHERE CONDUITS CROSS EACH OTHER, THICKEN SLAB PROPORTIONATELY OVER A HORIZONTAL AREA EQUAL TO TEN TIMES THE DIAMETER OF THE LARGEST CONDUIT. REFER ALSO TO DETAILS SHOWN. FOR CIRCUITS FED THROUGH FLUORESCENT FIXTURE CHANNELS AND FEEDS TO RECESSED INCANDESCENT FIXTURES USE INSULATED WIRE OF 105 DEG. CELSIUS RATING. SIZE OUTLET BOXES IN CONFORMITY WITH CODE FOR NUMBER AND GAUGE OF CONDUCTORS THEREIN, EXCEPT WHERE NOTED TO BE LARGER. MINIMUM BOX SIZE SHALL BE 4" SQUARE BY 1-1/2" DEEP. EXAMINE PLANS TO DISCERN CEILINGS WITH A FIRE RATING OF ONE HOUR OR MORE, PROVIDE A ONE HOUR FIRE-RATED ENCLOSURE OVER EACH LIGHT FIXTURE RECESSED THEREIN. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH, OR AT RIGHT ANGLES TO, COLUMN LINES OR BEAMS AND SEPARATED BY AT LEAST THREE (3) INCHES FROM WATER LINES WHENEVER THEY RUN LONG SIDE OR ACROSS SUCH LINES. CONDUIT SHALL NOT BE RUN BELOW CABLE TRAYS OR LIGHT FIXTURES WITHOUT SPECIFIC APPROVAL OF THE OWNERS REPRESENTATIVE. HANGERS SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING. HANGERS AND SUPPORT SYSTEMS ARE AN INTEGRAL PART OF THE VISUAL ENVIRONMENT. ALL HANGERS AND SUPPORTS EXPOSED TO PUBLIC VIEW MUST BE SHOWN IN DETAIL ON PLANS SUBMITTED TO ENGINEER FOR APPROVAL OF APPEARANCE. ALL HANGERS MUST BE UNIFORMLY SPACED AND NEATLY INSTALLED WITH NO EXCESS MATERIAL BEYOND WHAT IS REQUIRED FOR THE SUPPORT FUNCTION. CONTRACTOR SHALL SELECT ACCESSORIES AND HARDWARE WITH A SMOOTH, NEAT FINISHED APPEARANCE AND PAINT ALL EXPOSED CONDUIT HANGERS TO MATCH THE ADJACENT FINISHES. ALL WALL SWITCHES AND RECEPTACLES SHALL BE MOUNTED BETWEEN 18" AND 48" PER ADA REQUIREMENTS UNLESS NOTED OTHERWISE. CONTRACTOR SHALL EXAMINE PLANS AND VERIFY IN FIELD LOCATIONS OF ALL FIRE RATED WALLS, CEILINGS AND FLOORS. CONTRACTOR SHALL SEAL ALL ELECTRICAL SYSTEM PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS AND FLOORS WITH U.L. LISTED MATERIAL APPROVED BY THE AUTHORITY HAVING JURISDICTION.
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7.
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8.
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10.
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11.
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12.
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6.
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TTC
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TELEPHONE TERMINAL CABINET
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TELEPHONE TERMINAL BOARD
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TTB
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CONDUIT ONLY
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CEILING
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CIRCUIT
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CO
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CLG
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CKT
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(R)
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REMOVED
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PNL
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PANEL
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MERCURY VAPOR
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POWER OR POLE
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PROVIDED BY OTHERS
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LONG CONTINUOUS LOAD
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UNLESS OTHERWISE NOTED
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MAIN TELEPHONE BACKBOARD
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NATIONAL ELECTRICAL CODE
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SYSTEM NEUTRAL
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RM
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VA
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W/
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(X)
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WP
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W
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V
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TR
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UON
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TYP
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UNSW
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TC
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SN
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VOLT AMPS
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WEATHERPROOF
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WATTS/WATTAGE
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VOLTS/VOLTAGE
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EXISTING
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WITH
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TIME CLOCK
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TRANSFORMER
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TYPICAL
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UNSWITCHED
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ROOM
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NL
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P
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PBO
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PNL
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MFG
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NEC
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(N)
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MTB
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MV
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MH
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MTG
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LV
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LCL
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MTD
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MANUFACTURER
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PANEL
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NIGHT LIGHT
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NEW
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LOW VOLTAGE
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METAL HALIDE
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MOUNTING
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MOUNTED
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CABLE TELEVISION
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COPPER
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COLD WATER PIPE
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DISCONNECT
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DISCONNECT SWITCH
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DRAWING
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ELECTRICAL CONTRACTOR
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FRONT
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SHALLOW FLOOR BOX
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GENERAL CONTRACTOR
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GROUND FAULT INTERRUPTER
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GROUND
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HORSEPOWER
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ISOLATED GROUND
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JUNCTION BOX
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KILO VOLT AMPS=1000VA
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CTV
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(CU)
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CW
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DIS
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DS
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DWG
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EC
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(F)
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FS
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GC
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GFI
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GND
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HP
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I.G.
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JB
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KVA
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LIGHTING CONTACTOR
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LC
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RIGID GALVANIZED STEEL CONDUIT
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RGS
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A AF AFC AFF ARCH AS AT AWG BKBD C CB CONT.
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AMPERES AMP FRAME/AMP FUSE AVAILABLE FAULT CURRENT ABOVE FINISHED FLOOR ARCHITECT AMP SWITCH AMP TRIP AMERICAN WIRE GAGE BACKBOARD CONDUIT CIRCUIT BREAKER CONTINUATION
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TVSS
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TRANSIENT VOLTAGE SURGE SUPPRESSOR
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MOUNTING HEIGHT OVER OBSTRUCTION
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N.O.
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NORMALLY OPEN
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N.C.
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NORMALLY CLOSED
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UNDERGROUND
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U.G.
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COLOR CODE FOR CONDUCTORS
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PROVIDE CONDUCTOR COLOR CODE AS FOLLOWS: 120/208V,3 ,4W: BLUE,BLACK,RED FOR PHASE CONDUCTORS AND WHITE FOR NEUTRAL, GREEN FOR GROUND. 277/480V,3 ,4W: ORANGE,BROWN,YELLOW FOR PHASE CONDUCTORS AND WHITE FOR NEUTRAL, GREEN FOR GROUND.
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SCOPE OF WORK
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DEMOLITION
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MATERIAL AND INSTALLATION
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%%UINSTALLATION
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%%UGROUNDING & BONDING
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%%UEXECUTION
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3.
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SCOPE THE DRAWINGS AND THESE GENERAL NOTES DESCRIBE THE SCOPE OF WORK AND SYSTEMS. THE MATERIAL REQUIRED FOR THE WORK SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED, UNLESS SPECIFICALLY NOTED OTHERWISE. THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING PRINCIPAL SYSTEMS AND EQUIPMENT. PERMITS AND CHARGES OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION FEES, AND OTHER CHARGES BY AGENCIES HAVING JURISDICTION. REGULATIONS AND CODES PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH THE 2013 C.E.C., CALIFORNIA ADMINISTRATIVE CODE TITLE 8, AND OTHER CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE MANUFACTURERS RECOMMENDATIONS. VERIFYING EXISTING CONDITIONS BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT WILL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. COORDINATION COORDINATE ALL WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTION REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. ELECTRICAL EQUIPMENT LOCATIONS INDICATED ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION SHALL BE VERIFIED. SCALING OFF OF DRAWINGS SHALL BE DONE AT CONTRACTORS RISK. DO NOT SCALE DEVICES, LIGHTING FIXTURES OR ANY EQUIPMENT FROM PLANS. LIGHTING FIXTURE QUANTITIES AND LENGTHS SHALL BE CONTRACTORS RESPONSIBILITY. FIXTURES ARE SHOWN FOR CIRCUITING ONLY. CONTRACTOR TO VERIFY SIZES & QUANTITIES PRIOR TO BID. SERVICE CONTINUITY UNINTERRUPTED EXISTING ELECTRICAL POWER SHALL BE MAINTAINED TO OTHER TRADES FOR TEMPORARY POWER AREAS OF THE SITE DURING CONSTRUCTION. PROVIDE ANY TEMPORARY SERVICES AS MAY BE REQUIRED. IDENTIFY AT BID TIME, ALL WORK TO BE DONE ON PREMIUM TIME AND THE TOTAL OVERTIME MAN-HOURS REQUIRED FOR COMPLETION. AS BUILT PROVIDE RECORD DRAWINGS IN ACAD TO THE OWNER WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED AND DATED BY CONTRACTOR PRIOR TO RELEASE OF FINAL RETENTION OF ALL MONIES. GUARANTEE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR. SHOP DRAWINGS SUBMIT SHOP DRAWINGS AND MATERIAL LIST FOR REVIEW PRIOR TO COMMENCING ANY WORK. ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHER ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE STAMPED BY THE CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTAL. SUBMIT THREE HARD COPY SETS OF SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASING ALL BREAKER MOUNTING HARDWARE, DISCONNECT SWITCHES, FUSES, CONTROLLERS, LIGHTING FIXTURES, LIGHT SWITCHES, RECEPTACLES, ETC. CONTRACTOR BID CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND AS SPECIFIED. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION OF THE OWNER AND ENGINEER PRIOR TO BID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER IN WRITING. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHARGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS OWN WORK, THE OWNER, ENGINEER OF RECORD OR THE WORK OF OTHER CONTRACTORS.
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CONDUIT FITTING SEALED WITH APPROVED COMPOUND FOR
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ENVIRONMENT SEPARATION.
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CONDUIT TURNS DOWN
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CONDUIT TURNS UP
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CONDUIT IN ALL EXPOSED AREAS)
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FLEXIBLE CONDUIT (WITH GROUND CONDUCTOR, PROVIDE LIQUID TIGHT
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BRANCH CIRCUIT PANELBOARD - 480/277V, 1%%c, 3W OR 3%%c, 3 OR 4W
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3-WAY SWITCH, a & b INDICATES LIGHT FIXTURE TO BE SWITCHED (EACH A
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JUNCTION BOX (WALL MTD.) SIZE PER TABLE AND NEC ARTICLE 370
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JUNCTION BOX (CEILING MTD.) SIZE PER TABLE AND NEC ARTICLE 370
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ISOLATED (ORANGE) GROUND DUPLEX RECEPTACLE, WALL MTD.@18"AFF, NEMA 5-20R U.O.N.
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MOTOR RATED SWITCH
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SWITCH MOUNTED @ +42" AFF
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3-WAY) MOUNTED @ 42" AFF
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CONDUIT RUN CONCEALED BELOW FLOOR OR UNDERGROUND
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INDICATES A HOMERUN TO PNL 2LA, CKTS 1-3-5
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WITH SHARED NEUTRAL & CKT 7 WITH DEDICATED NEUTRAL.
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SEE KEY NOTE #1 AS INDICATED ON DRAWING
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SWITCH WITH PILOT LIGHT @ 42"AFF
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CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALLS,
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NO HASH MARKS INDICATE (2)#12AWG.
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(PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.)
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HASH MARKS INDICATE QUANTITY OF #12 CONDUCTORS.
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WHERE NO NUMBER IS INDICATED, THE CONDUCTORS
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ARE #12AWG(MIN.) CONDUIT SIZE IS AS REQUIRED
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BY ELECTRICAL CODE. (3/4" CONDUIT MINIMUM).
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DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, WALL MOUNTED @ +18"AFF
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SPECIAL OUTLET, TYPE AS REQUIRED BY EQUIPMENT.
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CEILING MOUNTED DUPLEX RECEPTACLE, 5-20R
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SINGLE RECEPTACLE, WALL MOUNTED @ +18"AFF, NEMA 5-20R U.O.N.
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DUPLEX RECEPTACLE, WALL MOUNTED @ +18"AFF, NEMA 5-20R U.O.N.
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200 AMP FRAME, 150 AMP TRIP RATING, 3 POLE
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100AMP SWITCH RATING WITH 60 AMP FUSES, 3 POLE
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MOLDED CASE CIRCUIT BREAKER
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FUSED DISCONNECT SWITCH
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100A UTILITY METER (OR AS NOTED)
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PROTECTION U.O.N.
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DISCONNECT SWITCH, 60AMP SWITCH, 35 AMP FUSE, 3 POLE W/ OVERCURRENT
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CIRCUIT SWITCH LEGS
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WALL SWITCHES
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a,b,c,d
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THERMOSTAT
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CONDUIT STUB UP, CAP AND IDENTIFY
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3/4"C-2#12 & 1#12 GND
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3/4"C-3#12 & 1#12 GND
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3/4"C-4#12 & 1#12 GND
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3/4"C-5#12 & 1#12 GND
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3/4"C-2#10 & 1#10 GND
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3/4"C-3#10 & 1#10 GND
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3/4"C-4#10 & 1#10 GND
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3/4"C-5#10 & 1#10 GND
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BRANCH CIRCUIT PANELBOARD - 240/120V, 1%%c, 3W OR 3%%c, 3W, 240VAC OR
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120/208VAC, 3%%C, 4W.
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4'X8'X3/4" TELEPHONE BACKBOARD, MARINE PLYWOOD AND PAINTED WITH
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FIRE RESISTANT PAINT, PER OWNERS REPRESENTATIVE.
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DUPLEX RECEPTACLE, WALL MOUNTED @ +18" NEMA 5-20R U.O.N.
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TOP RECEPTACLE SWITCHED
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100AS
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60AF
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150AT
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200AF
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3P
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3P
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3P
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35AF
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60AS
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#10
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1
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M
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S
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S
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3ab
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P
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S
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S
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#10
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#10
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#10
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2LA 1-3-5,7
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#10
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J
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J
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I.G.
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DUPLEX RECEPTACLE, FLOOR MOUNTED, NEMA 5-20R
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GFCI RECEPTACLE AT 42" AFF
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WP GFCI RECEPTACLE AT 18" AFF
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AND REQUIREMENTS WITH CLIENT/OWNER.
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CCTV-VERIFY MOUNTING LOCATION
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CAM
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E
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EMERGENCY CIRCUIT
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1" CONDUIT MINIMUM IF UNDERGROUND (CONTRACTOR TO PROVIDE DEDICATED NEUTRALS FOR CIRCUITS WHICH DO NOT HAVE COMMON CIRCUIT HANDLE TIES ON BREAKERS FEEDING THE CIRCUITS)
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C
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RELAY CONTROLLED RECEPTACLE AT 18" AFF, PROVIDE WITHIN 6'-0" OF NON CONTROLLED RECEPTACLE. PROVIDE COVER PLATE WITH ENGRAVED "CONTROLLED".
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GENERAL STANDARDS
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1. 2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 2. 2013 CALIFORNIA BUILDING CODE (CBC) 2013 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2012 INTERNATIONAL BUILDING CODE (IBC) W/CALIFORNIA AMENDMENTS) 3. 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2011 NATIONAL ELECTRICAL CODE (NEC) W/CALIFORNIA AMENDMENTS) 4. 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA ENERGY CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 5. 2013 CALIFORNIA FIRE CODE (CFC) 2013 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (2012 INTERNATIONAL FIRE CODE (IFC) W/CALIFORNIA AMENDMENTS) 6. 2013 CALIFORNIA EXISTING BUILDING CODE 2013 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 10 (2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC)) 7. 2013 CALIFORNIA REFERENCED STANDARDS CODE 2013 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 12
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8. AMERICANS WITH DISABILITIES ACT (ADA) AMERICANS WITH DISABILITIES ACT (ADA) TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE 9. CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 10. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN), PART II, TITLE 24 C.C.R. 11. 2013 CALIFORNIA MECHANICAL CODE (CMC) 2013 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4 (2012 UNIFORM MECHANICAL CODE (UMC) W/CALIFORNIA AMENDMENTS) 12. 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5 (2012 UNIFORM PLUMBING CODE (UPC) W/CALIFORNIA AMENDMENTS) 13. 2013 TITLE 19 CALIFORNIA CODE OF REGULATIONS (CCR) 2013 TITLE 19 CALIFORNIA CODE OF REGULATIONS (CCR) PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
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EMERGENCY LIGHT/FEEDER
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EM
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E150
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SITE PLAN
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POWER AND LIGHTING RENOVATIONS FOR UPPER LEVEL RESTROOMS IN ATHLETIC EVENTS CENTER (AEC) AND LOWER LEVEL RESTROOMS IN PHYSICAL EDUCATION (C).
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E600
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ELECTRICAL DETAILS
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GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND DRAWING LIST
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E100
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY
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Exp. 09/30/2016
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No. E 8340
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LUCCI & ASSOC. INC nor are they to be assigned
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expressed written permission and consent of
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manner whatsoever without first obtaining the
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be reproduced, changed, or copied in any form or
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these plans. These plans and drawings are not to
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commonlaw copyright and other property rights in
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LUCCI & ASSOCIATES, INC. reserve their
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to any third party without obtaining said written
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CAMARILLO, CA 93012-8094
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3251 CORTE MALPASO, #511
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permission and consent.
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(805) 389-6520
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FAX (805) 389-6519
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LUCCI & ASSOCIATES INC.
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CONSULTING ELECTRICAL ENGINEERS
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Web Site http://www.lucciland.com
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L.A.I.# 15806
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PAPER SIZE 42"x30"
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Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY
Page 9: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

UP

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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

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ICPD

HSC

GUTHRIE HALL

EOPS

BUSINESS / ESL

CTE

CSA

GH

EOPS

DP

STUDIO ARTS BUILDINGSAB

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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

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CAPS

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S

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M & O

ATPC

1LOWER LEVEL FLOOR PLAN

2SITE PLAN

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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EQUIPMENT ROOM
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DUCT CHASE
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EGRESS LOBBY
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STORAGE ROOM
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STORAGE
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STAIR No. 3
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CLASSROOM
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(E) DANCE STUDIO
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(E) DANCE STUDIO
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EGRESS LOBBY
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(E) WOMEN'S LOCKER ROOM
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(E) MEN'S LOCKER ROOM
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(E) MEN'S TRAINING ROOM
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(E) GYMNASIUM
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(E) GYMNASIUM
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OPEN ACCESS
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OPEN ACCESS
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(N) WEIGHT TRAINING
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PARTITION TO BE REMOVED
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VISITOR TEAM ROOM
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94 LOCKERS
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LOCKER ROOM EXTENSION
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(E) SHOWER
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(E) SHOWER
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(E) SHOWER
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(E) SHOWER
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(E) SHOWER
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(E) EQUIP'T RM
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K-4349
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WELLCOMME
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C_TOILETS
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VITREOUS CHINA
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(E) EQUIPMENT MANAGER
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PANEL '1P'
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PANEL '2P'
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PANEL 'D'
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1
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E400
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2
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AEC BUILDING
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C BUILDING
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SITE PLAN
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E150
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SCALE:
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E150
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1/32"=1'-0"
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-
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SCALE:
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E150
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NONE
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Drafter: cm04: G:\15\806\EL\Sheets\15806E150.dwg: DATE: DEC 09, 2015 TIME: 10:08 AM
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY
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Exp. 09/30/2016
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No. E 8340
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LUCCI & ASSOC. INC nor are they to be assigned
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expressed written permission and consent of
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manner whatsoever without first obtaining the
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be reproduced, changed, or copied in any form or
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these plans. These plans and drawings are not to
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commonlaw copyright and other property rights in
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LUCCI & ASSOCIATES, INC. reserve their
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to any third party without obtaining said written
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CAMARILLO, CA 93012-8094
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3251 CORTE MALPASO, #511
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permission and consent.
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(805) 389-6520
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FAX (805) 389-6519
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LUCCI & ASSOCIATES INC.
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CONSULTING ELECTRICAL ENGINEERS
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Web Site http://www.lucciland.com
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L.A.I.# 15806
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PAPER SIZE 42"x30"
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Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY
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1
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-
Page 10: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

UP

UP

103

104

130

131

C-1

C-2

DN

DN

DN

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

AF

TE

R: Lee K

eener D

RA

WIN

G F

ILE

NA

ME

: 15806C

E400 P

AT

HN

AM

E: G

:\15\806\E

L\S

heets\C

B

UILD

IN

G D

AT

E: 14 June 2016 T

IM

E: 12:21 pm

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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EXISTING SHOWER
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MEN'S AND WOMEN'S POWER AND LIGHTING DEMOLITION PLANS
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REMOVE FIXTURE / DEVICE TO LAST ACTIVE DEVICE. SAFE OFF. ALLOW FOR RECONNECTION OF NEW EQUIPMENT AFTER INSTALLATION OF NEW DEVICES. "BAG" ALL FIRE ALARM DEVICES FOR REINSTALLATION AND USE AFTER PROJECT IS COMPLETED. FLUORESCENT FIXTURE (1' X 4') FIRE ALARM DEVICE. EXTERIOR LIGHTING FIXTURE.
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1. SCOPE: PROVIDE AND PERFORM DEMOLITION, SCOPE: PROVIDE AND PERFORM DEMOLITION, PREPARATORY AND MISCELLANEOUS WORK IN AREAS AS INDICATED AND SPECIFIED, COMPLETE. 2. DEMOLITION AND REMOVAL OF EXISTING DEMOLITION AND REMOVAL OF EXISTING ELECTRICAL CONDUIT, WIRING AND EQUIPMENT REQUIRED TO COMPLETE THE PROJECT. 3. PREPARATION OF THE EXISTING BUILDING TO PREPARATION OF THE EXISTING BUILDING TO RECEIVE OR CONNECT THE NEW WORK. 4. MISCELLANEOUS DEMOLITION, CUTTING, MISCELLANEOUS DEMOLITION, CUTTING, ALTERATION, AND REPAIR WORK IN THE EXISTING BUILDING NECESSARY FOR THE COMPLETION OF THE ENTIRE PROJECT. 5. DISCONNECTING AND RECONNECTION OF DISCONNECTING AND RECONNECTION OF ELECTRICAL EQUIPMENT AS REQUIRED BY THE CONSTRUCTION MODIFICATIONS. 6. EXISTING CONDITIONS: PRIOR TO BID MAKE A EXISTING CONDITIONS: PRIOR TO BID MAKE A DETAILED SURVEY OF THE EXISTING CONDITIONS PERTAINING TO THE WORK. CHECK THE LOCATIONS OF ALL EXISTING STRUCTURES, EQUIPMENT AND WIRING (BRANCH CIRCUITING AND CONTROLS). CHECK FOR ANY HAZARDOUS MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING. 7. SALVAGE AND DISPOSAL: ALL REMOVED SALVAGE AND DISPOSAL: ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE REUSED SHALL BE RETURNED TO THE OWNER OR DISPOSED OF IN ACCORDANCE WITH INSTRUCTIONS FROM THE OWNER'S REPRESENTATIVE. DISPOSAL SHALL BE DONE IN ACCORDANCE WITH EPA AND GOVERNING BODY REQUIREMENTS AND REGULATIONS. CONTRACTOR SHALL PAY ALL FEES AND CHARGES FOR DISPOSAL. 8. SCHEDULE ALL WORK AND OUTAGES WITH SCHEDULE ALL WORK AND OUTAGES WITH TENANTS AND OWNERS WRITTEN APPROVAL. 9. CONTRACTOR SHALL LEAVE ALL CIRCUITS CONTRACTOR SHALL LEAVE ALL CIRCUITS ENERGIZED TO DEVICES IN AREAS OUTSIDE OF DEMOLITION AREA EVEN IF FEEDERS ARE ROUTED THROUGH DEMOLITION AREA.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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Exp. 09/30/2016
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LUCCI & ASSOC. INC nor are they to be assigned
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expressed written permission and consent of
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manner whatsoever without first obtaining the
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be reproduced, changed, or copied in any form or
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these plans. These plans and drawings are not to
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commonlaw copyright and other property rights in
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LUCCI & ASSOCIATES, INC. reserve their
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to any third party without obtaining said written
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CAMARILLO, CA 93012-8094
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3251 CORTE MALPASO, #511
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permission and consent.
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(805) 389-6520
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FAX (805) 389-6519
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LUCCI & ASSOCIATES INC.
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CONSULTING ELECTRICAL ENGINEERS
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Web Site http://www.lucciland.com
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L.A.I.# 15806
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PAPER SIZE 42"x30"
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Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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Page 11: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

(E) SHOWER

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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MEN'S AND WOMEN'S RESTROOM POWER AND LIGHTING PLANS NEW WORK
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E401
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1. VERIFY STUB UP LOCATIONS ON ARCHITECTURAL VERIFY STUB UP LOCATIONS ON ARCHITECTURAL PLANS. 2. CONTRACTOR SHALL VERIFY LOCATION, CEILING TYPE, CONTRACTOR SHALL VERIFY LOCATION, CEILING TYPE, TRIM, AND REQUIREMENTS OF ALL LIGHT FIXTURES, CONTROLS AND DEVICES REQUIREING ELECTRICAL CONNECTION PRIOR TO BID PROPOSAL, ROUGH-IN, AND FINISH INSTALLATION. 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS, PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. 4. 3/4" CONDUIT MINIMUM UNLESS OTHERWISE NOTED. 3/4" CONDUIT MINIMUM UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL PROVIDE ALL BACKING, BRACKETS, CONTRACTOR SHALL PROVIDE ALL BACKING, BRACKETS, SUPPORTS, AND MOUNTING HARDWARE NECESSARY TO PROPERLY INSTALL LIGHTING FIXTURES. 6. VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLATION. 7. COORDINATE WORK WITH OTHER TRADES. OBTAIN ALL COORDINATE WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS, DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. 8. PROVIDE CODE SIZED EQUIPMENT GROUNDING PROVIDE CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL LIGHTING SYSTEM CONDUITS.
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HAND DRYER (N). DRINKING FOUNTAIN. CONNECT POWER TO EXISTING EXHAUST FAN. CONNECT TO EXISTING CIRCUITS. CONNECT TO SPARE CIRCUIT IN PANEL 1P. WIKK DOOR OPERATOR PER ARCHITECTURAL PLANS (SURFACE MOUNTED). WIKK DOOR ACTIVATOR (ABOVE DOOR). EXISTING FIRE ALARM DEVICE TO REMAIN OPERATIONAL. POWER PACK, SENSOR SWITCH PP20 2P. CEILING SENSOR, SENSOR SWITCH CMPDT9. VERIFY WIRING WITH MANUFACTURERS LITERATURE & SUBMITTALS. WITH LOCAL PHOTOCELL.
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%%uKEY NOTES:
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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LUCCI & ASSOC. INC nor are they to be assigned
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expressed written permission and consent of
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manner whatsoever without first obtaining the
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be reproduced, changed, or copied in any form or
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these plans. These plans and drawings are not to
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commonlaw copyright and other property rights in
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LUCCI & ASSOCIATES, INC. reserve their
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to any third party without obtaining said written
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CAMARILLO, CA 93012-8094
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3251 CORTE MALPASO, #511
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permission and consent.
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(805) 389-6520
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FAX (805) 389-6519
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LUCCI & ASSOCIATES INC.
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CONSULTING ELECTRICAL ENGINEERS
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Web Site http://www.lucciland.com
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L.A.I.# 15806
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PAPER SIZE 42"x30"
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Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY
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SYMBOL
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TAG
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DESCRIPTION
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WATT
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MODEL NUMBER
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MANUFACTURER AND
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LIGHTING FIXTURE SCHEDULE
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MOUNTING
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AND QUANTITY
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LAMP - TYPE
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REMARKS
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LED
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LED
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L4
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10"x48" SURFACE MOUNT VOLUMETRIC
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LITHONIA STL430LEZ1LF840
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*
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27
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SURFACE
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LED
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LED
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DEVICE/CONTROL LEGEND
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TAG
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DESCRIPTION
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WALL MOUNTED SENSOR SWITCH #WSD PDT 2P W/DUAL RELAYS FOR LIGHT & FAN
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KEYED SWITCH
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SURFACE
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SURFACE
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SURFACE
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2 UNIT L4 CONTINUOUS ROW
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54
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L12
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81
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108
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L16
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SURFACE
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L20
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4 UNIT L4 CONTINUOUS ROW
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5 UNIT L4 CONTINUOUS ROW
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,STCR OPTIONSTCR OPTION
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,STCR OPTIONSTCR OPTION
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,STCR OPTIONSTCR OPTION
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,STCR OPTIONSTCR OPTION
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*
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*
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*
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WHEN NOTED EM, CONTRACTOR TO PROVIDE EL14L OPTION
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*
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(2) LITHONIA STL430LEZ1LF840
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(3) LITHONIA LITHONIA STL430LEZ1LF840
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(4) LITHONIA LITHONIA STL430LEZ1LF840
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(5) LITHONIA LITHONIA STL430LEZ1LF840
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DD
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-
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IF WALL IS CONCRETE, PROVIDE SURFACE MOUNTED PANDUIT/WIREMOLD RACEWAY TO DEVICE OR EQUIPMENT, PAINT TO MATCH WALL/CEILING COVER
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26
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EXTERIOR LOW PROFILE SQUARE
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LED
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SURFACE/ CEILING
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KENALL MS15CLPPMW26L40KDCCDV
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9
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10
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12
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ALL COVER PLATES TO BE STAINLESS STEEL #304
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POWER PACK - SENSOR SWITCH #PP20-2P
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CEILING OCCUPANCY SENSOR, SENSOR SWITCH #CMPDT 9
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OS
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PP
Page 12: VENTURA COUNTY COMMUNITY COLLEGE DISTRICT …...plumbing p-1 p-2 p-3 mechanical - hvac m-1 cover sheet key plan c: demolition plans c: (n) men's / women's floor plans interior restroom

VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

DR

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: 15806C

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VENTURA COUNTY

COMMUNITY

COLLEGE DISTRICT

VENTURA COLLEGE

4667 Telegraph Road

Ventura, CA 93003

C BUILDING

PUBLIC RESTROOM

RENOVATION

PROJECT DIRECTORY

SOILS ENGINEER / SEPTIC SYSTEM:

XXXX

CIVIL ENGINEER:

XXXX

STRUCTURAL ENGINEER:

XXXX

ELECTRICAL ENGINEER:

LUCCI & ASSOCIATES

805/389.6520

MECHANICAL ENGINEER:

A/E GROUP

805/653.1722

LANDSCAPE ARCHITECT:

XXXX

WATER SYSTEM / FIRE PROTECTION SYSTEM:

XXXXt

THIS PLAN IS BASED UPON DATA COMPILED

AND FURNISHED BY OTHERS.

SHEET NAME

DATE

SCALE

PROJECT

SHEET NUMBER OF SHEETS

C15 - 007

15-806

ROY E COLBERT

ARCHITECTURE

PLANNING

DESIGN

353 SAN JON ROAD

VENTURA, CA 93001

805 / 650 . 9590 PH

805 / 650 . 9589 FX

[email protected]

CALIFORNIA C12050

N.C.A.R.B.

AS SHOWN

12/08/15

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ELECTRICAL DETAILS
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E600
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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Exp. 09/30/2016
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No. E 8340
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LUCCI & ASSOC. INC nor are they to be assigned
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expressed written permission and consent of
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manner whatsoever without first obtaining the
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be reproduced, changed, or copied in any form or
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these plans. These plans and drawings are not to
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commonlaw copyright and other property rights in
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LUCCI & ASSOCIATES, INC. reserve their
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to any third party without obtaining said written
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CAMARILLO, CA 93012-8094
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3251 CORTE MALPASO, #511
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permission and consent.
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(805) 389-6520
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FAX (805) 389-6519
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LUCCI & ASSOCIATES INC.
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CONSULTING ELECTRICAL ENGINEERS
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Web Site http://www.lucciland.com
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L.A.I.# 15806
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PAPER SIZE 42"x30"
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Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission.
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This project record document, drawings and specifications, have been prepared on the basis of data compiled and furnished by others. Roy E Colbert, Architect will not be responsible for errors or omissions resulting from that data being incorporated into this document. These drawings and specifications, and the incorporated ideas and designs, constitute an instrument of professional service and are the sole property of Roy E Colbert, Architect. These documents in whole, or in part, shall not be used for any other project without the written authorization of Roy E Colbert, Architect.
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REVISIONS DATE BY