APPLICABLE CODES

· 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

· 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.

· 2019 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 C.C.R.

· 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

· 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

· 2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

· 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.

· 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R.

· 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

· TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

· 2016 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS

PARTIAL LIST OF APPLICABLE STANDARDS

NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2016 EDITION

NFPA 14 STANDPIPE AND HOSE SYSTEMS 2016 EDITION

NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION

NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION

NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION

NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION

NFPA 24 PRIVATE FIRE MAINS & THEIR APPURTENANCES 2016 EDITION

NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE 2017 EDITION

OF WATER-BASED FIRE PROTECTION SYSTEMS

NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2016 EDITION

NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION

NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2015 EDITION

NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION

NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION

ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2017 EDITION

TELESCOPING SEATING, AND GRAND STANDS

UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS 2005 EDITION

FOR PROTECTION OF RESTAURANT COOKING AREAS (R 2010)

UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION

UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE 1999 EDITION

SIGNALING SYSTEMS

REFERENCE CODE SECTION FOR NFPA STANDARDS-2016 CBC (SFM) CHAPTER 35.

SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR

ACCURACY AND CONSTRUCTABILITY. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDINGS AND SHALL DETERMINE ANY DISCREPANCIES

BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE

ARCHITECT AND OWNER OF ANY DISCREPANCIES.

3. CONTRACTOR SHALL THOROUGHLY INVESTIGATE, VERIFY AND BEAR RESPONSIBILITY FOR

DIMENSIONS AND EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITION

REQUIRING MODIFICATION OR CHANGE PRIOR TO STARTING WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE DRAWINGS WITHOUT PRIOR APPROVAL SHALL BE CORRECTED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

4. WHERE EXISTING FINISHES, FACILITIES, AND SURFACES ARE DISTURBED, DAMAGED, OR REMOVED DURING THE COURSE OF CONSTRUCTION OPERATIONS, THE CONTRACTOR IS TO REPAIR OR REPLACE AS NECESSARY TO MATCH EXISTING. ALL NEW MATERIALS SHALL MATCH EXISTING IN ALL RESPECTS.

5. LOCATIONS OF UTILITIES, WHERE SHOWN, ARE APPROXIMATE, AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON ALL SITES TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC. AND TO PREVENT HARM TO PERSONNEL AND/OR DAMAGE TO EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER

SHOULD UNIDENTIFIED CONDITIONS BE DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY WHERE THE PROPOSED WORK AFFECTS THE EXISTING IRRIGATION SYSTEMS THE CONTRACTOR SHALL PERFORM ANY WORK NECESSARY TO

MAINTAIN AN OPERATIONAL IRRIGATION SYSTEM.

7. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR

CONSTRUCTION SAFETY.

8. CONSTRUCTION WORKERS WILL ONLY BE ALLOWED IN THE AREAS APPROPRIATE TO THE WORK AND

SHALL NOT DISTURB THE OWNER, STAFF, STUDENTS OR CUSTOMERS.

9. CONSTRUCTION WORKERS SHALL WEAR APPROPRIATE SAFETY GEAR & COMPLY WITH SAFETY

REGULATIONS.

10. CONSTRUCTION WORKERS SHALL DRESS & BEHAVIOR IN A MANNER APPROPRIATE TO THE JOB SITE

AND BE ACCEPTABLE TO THE OWNER REPRESENTATIVES.

11. SMOKING IS NOT PERMITTED ON THE CONSTRUCTION SITE.

12. THERE SHALL BE NO POSSESSION OR CONSUMPTION OF DRUGS OR ALCOHOLIC BEVERAGES ON THE JOB SITE BY ANY PERSON AT ANY TIME OR CONSUMPTION PRIOR THAT MAY IMPAIR THE USE OF

EQUIPMENT IN A SAFE MANNER.

BUILDING DATA SUMMARY:

TRAINING & OFFICE BUILDING

OCCUPANCY TYPE: A3 B S2

CONSTRUCTION TYPE: VB VB VB

SPRINKLERED: YES YES YES

TOTAL BUILDING S.F.: 1,746 6,345 1,086

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: A3 B S2

BUILDING HEIGHT: 60' 60' 60'

NUMBER OF STORIES: 3 2 3

MAX. BLDG. AREA (S1) EA. FLOOR: 24,000 S.F. 36,000 S.F. 54,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 24,000 S.F. 36,000 S.F. 54,000 S.F.

ACTUAL AREA:

OCCUPANCY: A3 B S2

NUMBER OF STORIES: 1 1 1

BUILDING HEIGHT: 20' 20' 20'

BUILDING AREA FLOOR 1: 1,746 S.F. 6,345 S.F. 1,086 S.F

TOTAL BLDG S.F.: 9,177 S.F.

MIXED-AREA RATIO:

1,746/ 24,000 + 6,345/ 36,000 + 1,086/ 54,000 = 0.073 + 0.176 + 0.020 = 0.269 <1

LAB BUILDING

OCCUPANCY TYPE: B

CONSTRUCTION TYPE: VB

SPRINKLERED: YES

TOTAL BUILDING S.F.: 2,156

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: B

BUILDING HEIGHT: 60'

NUMBER OF STORIES: 2

MAX. BLDG. AREA (S1) EA. FLOOR: 36,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 36,000 S.F.

ACTUAL AREA:

OCCUPANCY: B

NUMBER OF STORIES: 1

BUILDING HEIGHT: 18'-8"

BUILDING AREA FLOOR 1: 2,156 S.F.

PR

OJ

EC

T

NU

MB

ER

DA

TE

RE

VI

SI

ON

DE

SC

RI

PT

IO

N:

PR

OJ

EC

T

ST

AT

US

PR

OJ

EC

T

IS

SU

ED

S

GH

A

RC

HI

TE

CT

S

IN

C.

A

LL

R

IG

HT

S

RE

SE

RV

ED

SE

AL

S:

CO

NS

UL

TA

NT

/9 /2

:2

:3

A

M

-4

-0

CO

VE

R

SH

EE

T

G0.0

TR

AI

NI

NG

O

FF

IC

E

LA

B

BU

ILD

IN

GS

IN

D

IO

C A

-1

V A

N B

U R

E N

S T

V A

LL

E

Y S

A N

IT

A

R Y

D

IS

T R

IC

T

P ro je c t S ta tu s

/0

/2

.GENERAL.

G0.0 COVER SHEET

G0.1 SYMBOLS AND ABBREVIATIONS

G0.2 SITE CODE PLAN

G0.3 TRAINING OFFICE & LAB BUILDINGS - CODE & SIGNAGE PLANS

G0.4 LAB - CODE AND SIGNAGE PLAN

G0.5 SIGNAGE DETAILS

SUB-TOTAL: 6

.CIVIL / LANDSCAPE.

C-1.1 TITLE SHEET

C-2.1 TOPOGRAPHIC MAP

C-3.1 PRECISE GRADING PLAN

C-4.1 COMPOSITE UTILITY PLAN

C-5.1 HORIZONTAL CONTROL PLAN

SUB-TOTAL: 5

.ARCHITECTURAL.

A1.1 SITE SITE PLANS - DEMOLITION

A1.2 SITE PLANS - REMODEL

A1.5 SITE DETAILS

A2.1 OFFICE OFFICE - FLOOR PLAN

A2.2 OFFICE - ENLARGED FLOOR PLAN

A3.1 OFFICE - REFLECTED CEILING PLAN

A4.1 OFFICE - ROOF PLAN

A5.1 OFFICE - EXTERIOR ELEVATIONS

A6.1 OFFICE - BUILDING SECTIONS

A6.2 OFFICE - WALL SECTIONS

A6.3 OFFICE - WALL SECTIONS

A7.1 OFFICE - INTERIOR ELEVATIONS

A7.2 OFFICE - INTERIOR ELEVATIONS

A7.3 OFFICE - INTERIOR ELEVATIONS

A7.4 OFFICE - INTERIOR ELEVATIONS

A8.1 OFFICE AND LAB - DOOR AND FRAME SCHEDULE

A11.1 OFFICE - FINISH FLOOR PLAN

A02.1 LAB LAB - FLOOR PLAN

A03.1 LAB - REFLECTED CEILING PLAN

A03.3 LAB - ROOF PLAN

A05.1 LAB - EXTERIOR ELEVATIONS - BUILDING SECTIONS

A06.2 LAB - WALL SECTIONS

A07.1 LAB - INTERIOR ELEVATIONS

A08.1 LAB - DOOR AND FRAME SCHEDULE

A011.1 LAB - FINISH FLOOR PLAN

A6.5 WALL TYPES

A6.6 WALL TYPES

A8.5 OPENING DETAILS

A9.1 EXTERIOR DETAILS

A10.1 INTERIOR DETAILS

A10.3 CEILING DETAILS

A10.4 CASEWORK DETAILS

SUB-TOTAL: 32

.LABORATORY FURNISHINGS.

LF-001 LABORATORY FURNISHINGS GENERAL NOTES, SYMBOLS LEGEND, AND ABBREVIATIONS

LF-002 LABORATORY FURNISHINGS CASEWORK ELEVATIONS

LF-003 LABORATORY FURNISHINGS SCHEDULES

LF-100 LABORATORY FURNISHINGS AND EQUIPMENT PLAN

LF-101 Unnamed

SUB-TOTAL: 5

.ELECTRICAL.

E0.1 ELECTRICAL GENERAL NOTES

E0.2 ELECTRICAL SYMBOLS LIST

E0.2A ELECTRICAL GENERAL SPECIFICATIONS

E0.2B ELECTRICAL GENERAL SPECIFICATIONS

E0.3 LIGHTING FIXTURE SCHEDULE AND NOTES

E0.4 SINGLE LINE DIAGRAM

E0.5 BRANCH CIRCUIT VOLTAGE DROP SCHEDULE

E1.1 ELECTRICAL SITE PLAN

E2.1 OFFICE -LIGHTING PLAN

E02.1 LAB -LIGHTING PLAN

E2.2 OFFICE -POWER PLAN

E02.2 LAB -POWER PLAN

E2.3 OFFICE -COMMUNICATION PLAN

E02.3 LAB -COMMUNICATION PLAN

E2.4 OFFICE -FIRE ALARM PLAN

E02.4 LAB -FIRE ALARM PLAN

E2.5 OFFICE -ELECTRICAL ROOF PLAN

E02.5 LAB -ELECTRICAL ROOF PLAN

E4.1 ELECTRICAL DETAILS

E4.2 ELECTRICAL DETAILS

SUB-TOTAL: 20

VALLEY SANITARY DISTRICT

TRAINING OFFICE & LAB BUILDINGS

CODES AND STANDARDSGENERAL NOTES SCOPE OF WORK PROJECT DIRECTORY

CLIENT: VALLEY SANITARY DISTRICT

45-100 VAN BUREN STREET

INDIO, CA 92201

TELEPHONE: 7602385400

CONTACT: RON BUCHWALD

EMAIL: RBUCHWALD@VALLEY-SANITARY.ORG

CIVIL: EPIC ENGINEERS

101 EAST REDLANDS BLDV, SUITE 146

REDLANDS, CA 92373

TELEPHONE: 909.792.5969

CONTACT: TROY MOLAUG

EMAIL: TROY@EPICRCE.COM

LANDSCAPE: SILVER BAR STUDIO

3954 SILVERBAR ROAD

MARIPOSA, CA 95338

TELEPHONE: 209.966.3953

CONTACT: CRAIG DUNCAN

EMAIL: CRAIG@SILVERBARSTUDIO.COM

ARCHITECT: SGH ARCHITECTS

707 BROOKSIDE AVENUE

REDLANDS, CA 92373

TELEPHONE: 909.375.3030

CONTACT: MICHAEL STEPHENS, AIA, NCARB

EMAIL: MSTEPHENS@SGHARCH.COM

STRUCTURAL: R. M. BYRD AND ASSOCIATES

1047 WEST SIXTH STREET, SUITE A

ONTARIO, CA 91762

TELEPHONE: 909.983.5599

CONTACT: RICK BYRD

EMAIL: RBYRD@RMBYRD.COM

MECHANICAL: DCGA ENGINEERS

4750 EAST ONTARIO MILLS PARKWAY

ONTARIO, CA 91764

TELEPHONE: 909.987.0017

CONTACT: TONY RAMIREZ

EMAIL: TONY.RAMIREZ@DCGAENGINEERS.COM

ELECTRICAL: DCGA ENGINEERS

4750 EAST ONTARIO MILLS PARKWAY

ONTARIO, CA 91764

TELEPHONE: 909.987.0017

CONTACT: TONY RAMIREZ

EMAIL: TONY.RAMIREZ@DCGAENGINEERS.COM

LAB EQUIPMENT: RFD

3965 FIFTH AVENUE, SUITE 400

SAN DIEGO, CA 92103

TELEPHONE: 619.297.0159

CONTACT: MARK RANYAK

EMAIL: MWR@RFD.COM

CODE ANALYSIS

VICINITY MAP

DEMOLITION OF EXISTING

ALTERATION TO EXISTING

CONSTRUCTION OF

45-100 VAN BUREN STREET, INDIO, CA 92201

.MECHANICAL.

M0.1 MECHANICAL GENERAL NOTES

M0.2 MECHANICAL SCHEDULES

M0.3 MECHANICAL DETAILS

M2.1 OFFICE -MECHANICAL PLAN

M02.1 LAB -MECHANICAL PLAN

M3.1 OFFICE -MECHANICAL ROOF PLAN

M03.1 LAB -MECHANICAL ROOF PLAN

SUB-TOTAL: 7

.PLUMBING.

P0.1 PLUMBING GENERAL NOTES

P0.2 PLUMBING SCHEDULES

P2.1 OFFICE -PLUMBING PLAN

P02.1 LAB -PLUMBING PLAN

P3.1 OFFICE -PLUMBING ROOF PLAN

P03.1 LAB -PLUMBING ROOF PLAN

SUB-TOTAL: 6

.STRUCTURAL.

S0.1 GENERAL NOTES AND TYPICAL DETAILS

S0.2 FOUNDATION AND TYPICAL DETAILS

S0.3 MASONRY AND MISC. DETAILS

S0.4 METAL STUD AND MISC. DETAILS

S0.5 ROOF FRAMING AND MISC. DETAILS

SL1.0 LABORATORY BUILDING FOUNDATION PLAN

SL3.0 SECTIONS

ST1.0 TRAINING BUILDING FOUNDATION PLAN

ST2.0 TRAINING BUILDING ROOF FRAMING PLAN

ST3.0 SECTIONS

ST3.1 SECTIONS

ST4.0 TRAINING BUILDING ELEVATIONS

SUB-TOTAL: 12

DEFFERED APPROVALS

.TOTAL SHEET .

SITE

LOCATION

SHEET IINDEX

GENERAL SYMBOLS

(CONTINUOUS BLOCKING)

BATT INSULATION

RIGID INSULATION

CARPET (LARGE SCALE)

TILE (LARGE SCALE)

ACOUSTICAL TILE (LARGE SCALE)

PROTECTION BOARD

CONCRETE MASONRY UNIT

METAL / WOOD STUDS

STEEL (LARGE SCALE)

(LARGE SCALE)

GYPSUM WALL BOARD

PLYWOOD (LARGE SCALE)

BRICK VENEER

SHINGLES

STONE

GLASS

(TRIM/FINISH)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD

GRAVEL/BALLAST

WOOD

GYM FLOOR

STEEL

ASPHALT CONCRETE

CONCRETE

SAND

EARTH

DETAIL SECTION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

X

XX.XX

X

XX.XX

X

XX.XX

X

XX.XX

X

XX.XX

X

XX.XX

XX.XX

X

XX

X

DETAIL SECTION

WALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

CALLOUT BUBBLE

DETAIL NUMBER

SHEET NUMBER

ROOM NAME

ROOM NAME

150 S.F.

E OLF

LOAD

0 0

PD

APC-1

9' - 0"

G.L.

XX

X

XX

LEVEL

0'-0"

GRID LINES

ELEVATION LEVEL

XXX-X

DOOR TAG

CURTAIN WALL / WIDOW TAG

WALL TAG

FURNITURE, FIXTURE OR

EQUIPMENT TAG

FINISH TAG

DEMOLITION KEYNOTE

CONSTRUCTION KEYNOTE

LEGEND KEYNOTE?

REVISION NUMBER

ROOM NAME TAG

ROOM OCCUPANCY TAG

EGRESS / EXIT TAG

CEILING HEIGHT TAG

60" DIA. ACCESSIBLE

TURN AROUND

ACCESSIBLE CLEAR

FLOOR SPACE

1'-6" INT.

2' - 0" EXT.

DOOR ACCESSIBLE CLEAR

FLOOR SPACE

5'

- 0

4'-

0"

1' - 0"

ACCESSIBILITY CLEARANCES

PATTERNS

WALLS: SEE WALL TYPES SHEET

WALL

WALL WITH ACCOUSTIC INSUL

1-HR RATED WALL

2-HR RATED WALL

" M

AX

PAPER TOWEL

WASTE RECEPTICLE

11B-606.1

SOAP

DISPENSER

11B-606.1

URINAL (ACC)URINALDRINKING FOUNTIANMIRROR

" M

AX

TO

B

.O

RE

FL

EC

TI

NG

SU

RF

AC

E

11B-603.3

" M

IN

" M

AX

TO

S

PO

UT

TO

S

PO

UT

" M

AX

" M

IN

" M

AX

11B- 602.4 11B- 605.2

ELECTRIC

HAND DRYER

11B-606.1

SEAT COVER

DISPENSER

11B-606.1

SANITARY

DISPENSER

11B-606.1

" M

AX

" M

IN

" M

IN

9" MAX.

7" MIN.

42" MIN.

MAX.

12".

MIN.

24".

54" MIN.

TOILET - GRAB BARS - DISPENSER

11B-604 AND 11B-609

MIN.

12".

MIN.

24".

MI

N.9"

60" MIN. CLR.

MIN.

6"

" M

IN

" M

IN

KN

EE

" M

IN

8" MIN.

11" MIN.

1' - 6"

LAVATORY

11B-606.3, 11B-306, 11B-309

CLOTHES

HOOK

11B-604.8.3

" M

AX

MOP RACK

JANITOR

ONLY

" M

AX

" M

IN

CBC 2019 11B

MOUNTING HEIGHTS

18" MAX.

17" MIN.

" M

AX

" M

IN

PR

OJ

EC

T

NU

MB

ER

DA

TE

RE

VI

SI

ON

DE

SC

RI

PT

IO

N:

PR

OJ

EC

T

ST

AT

US

PR

OJ

EC

T

IS

SU

ED

S

GH

A

RC

HI

TE

CT

S

IN

C.

A

LL

R

IG

HT

S

RE

SE

RV

ED

SE

AL

S:

CO

NS

UL

TA

NT

/9 /2

:2

:3

A

M

-4

-0

SY

MB

OL

S

AN

D

AB

BR

EV

IA

TI

ON

S

G0.1

TR

AI

NI

NG

O

FF

IC

E

LA

B

BU

ILD

IN

GS

IN

D

IO

C A

-1

V A

N B

U R

E N

S T

V A

LL

E

Y S

A N

IT

A

R Y

D

IS

T R

IC

T

P ro je c t S ta tu s

/0

/2

A

AB ANCHOR BOLT

AC ACOUSTICAL CEILING

AC ASPHALT CONCRETE

ACC ACCESSIBLE

ACCB ACCESSIBLE BENCH

ACST ACOUSTIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

AD AREA DRAIN

ADDN ADDITION OR ADDITIONAL

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AV AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BCMU BURNISHED CONCRETE MASONRY UNIT

BD BOARD

BET BETWEEN

BFP BACKFLOW PREVENTOR

BFR BELOW FLOOR

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BOF BOTTOM OF FOOTING

BOTT BOTTOM

BRKT BRACKET

BSMT BASEMENT

BUR BUILT UP ROOFING

C

CBD CHALKBOARD

CBC CALIFORNIA BUILDING CODE

CD CONDENSATE DRAIN

CER CERAMIC

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPOSITE

COMPR COMPRESSIBLE

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR OR CONTRACT

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CORROSION RESISTANT

CS COUNTERSINK

CSK COUNTERSUNK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

CY CUBIC YARD

D

D DEPTH

DBL DOUBLE

d PENNY (AS NAIL 10D)

DEG DEGREE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DN DOWN

DN DOWNSPOUT NOZZLE

DO OR " DITTO

DPFG DAMPROOFING

DR DOOR

DR DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWL DOWEL

DWR DRAWER

E

E EAST

EA EACH

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYEWASH

EEWS EMERGENCY EYEWASH/SHOWER

EF EACH FACE

EF EXHAUST FAN

EH ELECTRICAL HEATER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ES EXTRA STRONG

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

F

F FIRELINE

FA FIRE ALARM

FAB FABRICATED

FB FACE BRICK

FC FOOT CANDLE

FCMU FLUTED CONCRETE MASONRY UNIT

FCO FLOOR CLEAN OUT

FCU FAN COIL UNIT

FD FIRE DAMPER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FM FIRE MAIN

FO FACE OF

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOR FUEL OIL RETURN

FOS FACE OF STUD

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTIVE

FR FRAME

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FSD FIRE/SMOKE DAMPER

FSS FOLDING SHOWER SEAT

FT FEET (FOOT)

FTG FOOTING

FUT FUTURE

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G

G GRILLE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT

GD GARBAGE DISPOSAL

GEN GENERAL

GEN GENERATOR

GFA GROSS FLOOR AREA

GFI GROUND FAULT INTERRUPTER

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLUE LAMINATED

GL GLASS

GMU GLASS MASONRY UNIT

GOVT GOVERNMENT

GR GUAD RAIL

G CONTNUED

GR GRADE

GR GRILLE

GRC GLASS REINFORCED CONCRETE

GRGP GLASS REINFORCED GYPSUM PLASTER

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HEIGHT

HB HOSE BIB

HC HOLLOW CORE

HD HAND DRYER OR HAIR DRYER

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HR HOUR

HS HEADSTUD

HSS HOLLOW STRUCTURAL SECTION

HSTR HIGH STRENGTH

HT HEIGHT

HTR HEATER

HW DOMESTIC HOT WATER

I

IAW IN ACCORDANCE WITH

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH

INC INCLUDE (ING)

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JST JOIST

JFB JOINT FILLER BOARD

JT JOINT

K

KCJ KEYED CONSTRUCTION JOINT

KCP KEENE'S CEMENT PLASTER

KD KNOCKDOWN

KH KITCHEN HOOD

L

L ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LBR LUMBER

LBS POUNDS

LDG LOADING

LF LINEAR FOOT (FEET)

LG LENGTH (LONG)

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

LOX LIQUID OXYGEN

LS LAWN SPRINKLER

LSC LIFE SAFETY CODE

LT LIGHT

LTG LIGHTING

LV LOUVER

LW LONG WAY

M

MAC MACHINE

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MB MOP BASIN

MBD MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFRG MANUFACTURING

MH MANHOLE

MH MOP HOLDER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MLWK MILLWORK

MO MASONRY OPENING

MR MIRROR

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MTL METAL

M CONTINUED

MUL MULLION

MW MARKER WALL

N

N NORTH

N/A NOT APPLICABLE

NC NURSE CALL

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O O to O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OF OUTSIDE FACE

OVFL OVERFLOW

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OPG OPENING

OPP OPPOSITE

OTCS OPEN TO CEILING SPACE

OVHD OVERHEAD

P

P PAINT

PA PUBLIC ADDRESS

PAR PARALLEL

PB PARTICLE BOARD

PB PULL BOX

PB PUSH BUTTON

PC PRECAST

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCT PORCELAIN CERAMIC TILE

PERF PERFORATED

PERP PERPENDICULAR

PIV POST INDICATOR VALVE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONNECTION

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PLASTER TRAP

PT POINT

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWR POWER

Q

QT QUARRY TILE

QTR RNDQUARTER ROUND

R

R RADIUS

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REG REGISTER

REM REMOVABLE

REQ(D) REQUIRE(D)

RESIL RESILIENT

RET RETAINING (WALL)

REV REVISIONS

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RM ROOM

RND ROUND

RO ROUGH OPENING

S

S SINK

S SANITARY SEWER

S SOAP DISH

S SOUTH

S SPRINKLER LINE

SA SUPPLY AIR

SAN SANITARY WASTE

SC SECURITY

SC SOLID CORE

SC SHOWER CURTAIN

SC SPECIAL COATING

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOKS

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

W CONTINUED

W WEST

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WC WALL COVERING

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WDW WINDOW

WF WASH FOUNTAIN

WH WALL HYDRANT

WH WATER HEATER

WI WROUGHT IRON

WNSCT WAINSCOT

WP WEATHERPROOF

WR WATER RESISTANT

WR WASTE RECEPTACLE

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

& AND

@ AT

i.e. THAT IS

# NUMBER

GLAZING ABBREVIATIONS:

CG CLEAR FLOAT GLASS

CIG CLEAR INSULATING GLASS

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

FG FIRE-RATED GLASS

LG LAMINATED GLASS

LIG LAMINATED INSULATING GLASS

PG PATTERN GLASS

PIG PATTERN INSULATING GLASS

SG SPANDREL GLASS

SIG SPANDREL INSULATING GLASS

TG TINTED FLOAT GLASS

TIG TINTED INSULATING GLASS

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

S CONTINUED

SD SOAP DISPENSER

SD SMOKE DAMPER

SD SMOKE DETECTOR

SD STORM DRAIN

SEC SECONDARY

SECT SECTION

SECY SECRETARY

SF SQUARE FOOT

SFCMU SPLIT-FACED CONCRETE MASONRY UNIT

SGL SINGLE

SH SHOWER

SHEATH SHEATHING

SHM SECURITY HOLLOW METAL

SHT SHEET

SIM SIMILAR

SL SHORT LEG

SLNT SEALANT

SM SHEET METAL

SM SPRINKLER MAIN

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SPEC SPECIFICATIONS

SPL SPECIAL

SPL BLK SPLASH BLOCK

SQ SQUARE

SS SERVICE SINK

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIR

STAG'D STAGGERED

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL - STRUCTURE

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T

T TEMPERED

T THERMOSTAT

T & B TOP & BOTTOM

T& G TONGUE & GROOVE

T TREAD

TA TRANSFER AIR

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TC TEMPERATURE CONTROL

TC TIME CLOCK

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERED - TEMPORARY

TERR TERRAZZO

TEXT TEXTURED

TH THRESHOLD

TH TOWEL HOOK

THK THICK(NESS)

TMR TILT MIRROR UNIT

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOIL TOILET

TOP TOP OF PAVING

TOS TOP OF STEEL

TOW TOP OF WALL

TPV TRAP PRIMER

TR TRIP

TRANS TRANSVERSE

TRD TREAD

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TV TELEVISION / MONITOR

TW TACK WALL

TYP TYPICAL

U

U URINAL

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

US UTILITY SHELF

UTIL UTILITY

V

V VENT

VAV VARIABLE AIR VOLUME

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FLOOR

VP VENEER PLASTER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WATER SERVICE

W WIDE; WIDTH

ABBREVIATIONS

CONSTRUCTION DOCUMENT NOTES:

1. THE GENERAL CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE THE CONTRACT DOCUMENTS

PRIOR TO CONSTRUCTION AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR,

INCONSISTENCY, OR OMISSION THE CONTRACTOR MAY DISCOVER. IF THE CONTRACTOR PERFORMS

ANY WORK KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, ORDINANCES, RULES AND

REGULATIONS WITHOUT PRIOR NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY, AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO FOR CORRECTION OF THE

WORK.

2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR

ACCURACY AND CONTRACTIBILITY.

3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE BEFORE STARTING ANY WORK AND REPORT FOR CLARIFICATION ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH

THE WORK.

4. THE CONSULTING ENGINEERS' DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS.

SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE

CONSULTING ENGINEERS' DRAWINGS, SUCH DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH

THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTORS EXPENSE.

5. NOTWITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID

DESIGN IN ACCORDANCE WITH ACCEPTED BEST PRACTICES AND PROCEDURES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER

TRADES AND THEIR WORK FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.

7. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH THE SUBCONTRACTORS. IF A PORTION OF WORK FOR A SPECIFIC TRADE APPEARS IN A SECTION OF THESE DOCUMENTS OTHER THAN THAT WHICH IS SPECIFIC TO THAT TRADE, IT IS THE GENERAL

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SAID TRADE OF SUCH WORK.

8. CONTRACTOR TO COORDINATE WITH N.I.C. EQUIPMENT CONTRACTOR(S) BEFORE STARTING WORK ADJACENT TO N.I.C. EQUIPMENT SHOWN ON DRAWINGS. VERIFY THAT ALL ITEMS (SUCH AS BELOW FLOOR PIPING AND ELECTRICAL CONDUITS, INSERTS, PIT AND PLATFORM, SIZES AND LOCATIONS, ETC.) HAVE BEEN PROVIDED AND INSTALLED AS REQUIRED FOR OPERATION OF THIS EQUIPMENT.

NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK.

9. VERIFY LOCATION AND SIZE OF OPENINGS, BLOCKING, INSERTS, AND EMBEDDED ITEMS ON

APPLICABLE SHOP DRAWINGS BEFORE STARTING WORK.

10. CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS FOR EQUIPMENT ROUGH-

IN REQUIREMENTS.

11. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT WITH RESPECTIVE SUBCONTRACTORS.

12. THE GENERAL CONTRACTOR SHALL COORDINATE CUTOUTS FOR CASEWORK, MILLWORK, OR OTHER

EQUIPMENT AS REQUIRED.

13. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY

TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED, AND INDICATED IN THE

CONTRACTORS BID.

14. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED COMPLETE, CONNECTED AND TESTED FOR PROPER

OPERATION WHERE SO REQUIRED.

15. PROVIDE ALL PERTINENT SHOP DRAWINGS FOR APPROVAL IN ADVANCE OF FABRICATION AND INSTALLATION ALLOWING SUFFICIENT TIME FOR REVIEW AND CORRECTIVE ACTIONS SHOULD IT BE REQUIRED. SUBMIT CUT SHEETS OF ALL FIXTURES, EQUIPMENT AND SAMPLES OF ALL FINISHES

SPECIFIED FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

16. PRIOR TO SUBMITTAL OF BID, NOTIFY ARCHITECT IN WRITING, IF ANY SPECIFIED MATERIALS OR EQUIPMENT ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION

SCHEDULE.

17. ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION CONTAINED IN OWNER

SUPPLIED DOCUMENTS.

18. DO NOT SCALE DRAWINGS. IN CASE OF DISCREPANCIES, OBTAIN CLARIFICATION FROM THE

ARCHITECT.

19. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CONTRACTOR TO

NOTIFY ARCHITECT OF DISCREPANCIES.

20. DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK.

21. WHEN +/- SIGN OR V.I.F. ABBREVIATION IS ADJACENT TO A GIVEN DIMENSION, IT INDICATES THAT THE

ACTUAL DIMENSION MIGHT VARY DUE TO EXISTING CONDITIONS. VERIFY DIMENSIONS BEFORE

PROCEEDING WITH THE WORK; DISCREPANCIES BETWEEN THE NOTED DIMENSIONS AND ACTUAL

DIMENSIONS ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH THE WORK.

HAZARDOUS MATERIAL NOTES:

22. THE ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY HAZARDOUS OR TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY FOR VERIFYING ITS EXISTENCE OR

REMOVAL. THE OWNER/TENANT SHALL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A

CONSULTANT OR SPECIALIST FOR SUCH, LICENSED BY THE STATE OF CALIFORNIA, SHOULD THOSE

SERVICES BE REQUIRED ON THE PROJECT.

23. NO PRODUCTS CONTAINING ASBESTOS OR LEAD IN ANY FORM SHALL BE USED ON ANY PART OF THE

WORK.

CONSTRUCTION NOTES:

24. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING CONSTRUCTION AND BUILDING

IMPROVEMENTS, CONCRETE SIDEWALKS CURBS. ETC., AND UPON COMPLETION OF WORK REPAIR ANY

DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. MAKE NECESSARY PROVISIONS TO INCLUDE

TEMPORARY DUST TIGHT PARTITIONS TO PREVENT SPREAD OF DUST AND DIRT TO INHABITED AREAS OF THE EXISTING BUILDINGS AND PROTECT EXISTING FACILITIES ON AND ADJACENT TO THE SITE.

VERIFY EQUIPMENT LOCATIONS AND REQUIREMENTS WITH CONSULTANT'S DRAWINGS AND

COORDINATE WITH CONTRACT DOCUMENTS. REMOVE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH, ETC., LEAVING AREA CLEAR AND BROOM CLEAN READY FOR WORK. ROUTE FOR RUBBISH DISPOSAL

SHALL BE APPROVED BY OWNER.

25. NEITHER THE OWNER NOR THE ARCHITECT SHALL ENFORCE SAFETY MEASURES OR REGULATIONS.

CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES DURING SHORING AND BRACING, AND SHALL SOLELY BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND

FEDERAL SAFETY AND HEALTH REGULATIONS, STANDARDS AND LAWS.

26. THE GENERAL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK ON THE PREMISES SHALL BE RESPONSIBLE FOR MAINTAINING AND SUPERVISING THEIR SAFETY PROGRAM, INCLUDING, BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS, PATIENTS OR EMPLOYEES OF THE FACILITY. ALL ROADS AND

WALKWAYS SHALL REMAIN UNOBSTRUCTED. WHEN NECESSARY, ALTERNATE ROUTES OF TRAFFIC

CONTROL MUST BE MAINTAINED, SHOULD UNSAFE CONDITIONS OCCUR.

27. CONTRACTOR SHALL PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE

REQUIRED OR NECESSARY FOR SAFETY.

28. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS

REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. CONSTRUCTION

BARRICADE WALLS TO BE EQUAL TO RATING OF THE WALL REPLACED.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE OF ALL DEBRIS WHETHER CREATED BY HIS WORK OR THE FAILURE OF HIS SUB-CONTRACTORS TO CLEAN UP AFTER

THEIR WORK.

30. THE CONTRACTOR SHALL MAINTAIN EQUIPMENT, MATERIALS AND WORK IN A NEAT, CLEAN, ORDERLY

AND SAFE CONDITION AT ALL TIMES

31. CONTRACTOR SHALL KEEP SITE AND BUILDING CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, ETC. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST

OR SMUDGES OF ANY NATURE

32. CONTRACTOR SHALL LEAVE WORK / PROJECT AREA IN A SECURE CONDITION DURING PERIOD OF THIS

WORK WHEN WORKERS ARE NOT ON THE PROJECT SITE.

33. CONTRACTOR TO SCHEDULE CONSTRUCTION ACTIVITIES TO HAVE THE LEAST IMPACT ON EXISTING BUILDING FUNCTIONS. THIS INCLUDES RESTRICTING TYPICAL DEMOLITION AND CONSTRUCTION ACTIVITIES TO THE HOURS DESIGNATED BY THE OWNER. CERTAIN ACTIVITIES SUCH AS THE USE OF JACKHAMMERS ON EXISTING BUILDINGS WILL NEED TO BE SCHEDULED AT SPECIAL TIMES. CONTACT

THE OWNER FOR SCHEDULING OF ALL ACTIVITIES.

34. THE GENERAL CONTRACTOR SHALL MAKE SPECIAL PROVISIONS FOR NOISE AND DUST CONTROL SO

AS NOT DISRUPT EXISTING ADJACENT OCCUPIED AREA.

35. THE CONTRACTOR SHALL COOPERATE WITH OWNER AS REQUIRED TO MINIMIZE INTERFERENCE WITH

AND DISRUPTION OF OWNER ACTIVITIES.

36. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING SITE ACCESS, STAGING AREAS, USE OF SITE, USE OF UTILITY SERVICES AND FACILITIES.

37. CONTRACTOR SHALL MAINTAIN FIRE LANES, PEDESTRIAN AND VEHICULAR ACCESS, FIRE PROTECTIVE

DEVICES AND ALARMS DURING CONSTRUCTION.

38. DO NOT STORE MATERIALS ON ANY FLOOR OR ROOF IN EXCESS OF ALLOWABLE LOAD.

39. ALL EXITS MUST BE CONTINUOUS AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A

PUBLIC WAY OR AN APPROVED AREA OF REFUGE.

40. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE ILLUMINATED SO THAT THEY ARE

CLEARLY VISIBLE.

41. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH FIRE EXTINGUISHER CABINET AS SHOWN ON DRAWINGS. ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT OR STATE FIRE

MARSHALL FIELD INSPECTORS ARE N.I.C.

42. GENERAL CONTRACTOR IS TO MAKE EXACT DETERMINATIONS AS TO THE LOCATION OF ALL EXISTING UTILITIES. DO NOT BEGIN WORK UNTIL THIS DETERMINATION HAS BEEN MADE. CONTRACTOR IS FULLY

RESPONSIBLE FOR DAMAGE CAUSE BY FAILURE TO LOCATE AND PROTECT UTILITIES.

43. PROVIDE RE-ROUTING OF EXISTING UTILITIES SERVING OCCUPIED AREAS AS REQUIRED TO MAINTAIN

OPERATIONS.

44. SUPPLY TEMPORARY ELECTRICAL POWER TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES

PRIOR TO CONNECTION OF THE SPECIFIED ELECTRICAL WORK.

45. NOTIFY OWNER AT LEAST SEVENTY-TWO HOURS PRIOR TO DISRUPTION OF UTILITIES.

46. PATCH SURFACES WHERE AFFECTED BY INSTALLATION OF NEW MECHANICAL, ELECTRICAL AND

STRUCTURAL ITEMS. MATCH EXISTING ADJACENT SURFACES AND FINISHES EXCEPT WHERE

OTHERWISE NOTED OR INDICATED.

47. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING AS REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. PATCHING OF FINISHED WORK ALREADY INSTALLED AS A RESULT BY ERRORS, CHANGES OR OTHER REASONS IS ALSO THE

CONTRACTOR'S RESPONSIBILITY. THE REFINISHED SURFACES SHALL MATCH THE ADJACENT

SURFACES FOR COLOR, TEXTURE AND MATERIAL.

48. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER-DRIVEN PINS IN EXISTING NON-

PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING

THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED

CONCRETE (PRE OR POST-TENSIONED) LOCATE THE PRESTRESSED TENDON BY USING A NON-

DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF

ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

49. PATCH AND REPAIR EXISTING FIRE-RATED ASSEMBLIES DAMAGED DURING DEMOLITION TO MAINTAIN

RATED ASSEMBLY.

50. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND SHAFTS SHALL BE EQUIPPED WITH DAMPERS, SEALANTS, OR OTHER APPROPRIATE AND APPROVED U.L. LISTED ASSEMBLIES, MATERIALS AND

METHODS SO AS TO MAINTAIN THAT RATING.

51. ALL OPENINGS AT WINDOWS, OPENINGS FOR UTILITY PIPING AND WIRING, ETC., WITHIN THE AREA OF

WORK SHALL BE CAULKED AND SEALED.

52. PROVIDE BACKING FOR CASEWORK, TOILET ACCESSORIES, LOCKERS, ELECTRICAL PANELS, AND

OTHER ANY WALL MOUNTED ITEMS AS INDICATED IN THE DRAWINGS.

53. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, MECHANICAL AND PLUMBING EQUIPMENT AND ALL OTHER ITEMS REQUIRING THE SAME AS

INDICATED IN THE DRAWINGS.

54. MECHANICAL, PLUMBING AND ELECTRICAL PLANS INDICATE THE GENERAL DESIGN AND

ARRANGEMENT OF DUCTS, PIPES, CONDUIT, WIRING, EQUIPMENT, SYSTEMS, ETC. INFORMATION

SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY

REQUIRED OFFSET, FITTING AND EXISTING CONDITION. LOCATION OF THESE ITEMS MAY BE

ADJUSTED CONDITIONAL UPON THE SATISFACTORY COMPLIANCE WITH ALL OTHER

REQUIREMENTS.

55. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS, UNDERGROUND, ABOVE CEILINGS

OR IN ARCHITECT APPROVED UTILITY SPACES IN ALL CASES UNLESS SPECIFICALLY NOTED

OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES UNLESS

SCHEDULED FOR AN ACCENT COLOR.

56. ALL PIPE DUCTS AND CONDUIT SHALL BE SUPPORTED AND SEISMICALLY BRACED USING AN

APPROVED SEISMIC RESTRAINT SYSTEM AS SHOWN ON THE DRAWINGS.

57. ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED, AS A PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY 2016 CBC SECTION 1616A.1.8

58. EQUIPMENT SUPPORTS, AND ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE DESIGN

PROFESSIONAL OF RECORD AND OSHPD AS A PART OF HELD REVIEWS / OBSERVATIONS. THE

INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

59. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGH CONCRETE HOUSEKEEPING

PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPLIERS.

60. UNLESS NOTED OTHERWISE ALL WALL TO BE FULL HEIGHT.

61. PROVISIONS SHALL BE MADE AT FULL HEIGHT NON-BEARING WALLS FOR 1/2 INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL.

FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. FILL AT

SMOKE PARTITIONS WITH MATERIALS CAPABLE OF RESISTING THE PASSAGE OF SMOKE.

62. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE AND ROOF

DECK ABOVE.

GENERAL NOTES

PROJECT KEYNOTES

8.11A HOLLOW METAL DOORS AND FRAMES

8.12A HOLLOW METAL FRAMES

8.16 MULTI-SLIDING DOOR

8.35 FOLDING DOORS

8.71C BI-PARTING POCKET DOORS

9.29 GYPSUM BOARD

9.30 CERAMIC TILING

9.65A RESILIENT BASE

10.28A GLASS MIRROR 24" X 36" (BOBRICK B-290/ B-1556, SEE DETAIL 19/A10.12

10.28C GRAB BAR (SIDE WALL), SEE 16/A10.12

10.28D GRAB BAR (BACK WALL), SEE 16/A10.12

10.28F LAVATORY, REFER TO PLUMBING FIXTURE SCHEDULE

10.28H STALLS PARTITIONS, FLOOR MOUNTED

10.28I URINAL SCREEN, WALL MOUNTED

10.28K PAPER TOWEL DISPENSER AND WASTE RECEPTACLE (BOBRICK B-43944)

10.28L SEAT COVER DISPENSER, SURFACE MOUNTED W/2" PROJECTION (BOBRICK B-221)

10.28M LIQUID SOAP DISPENSER (BOBRICK B-2112), SEE DETAIL 17/A10.12

10.28N SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED (BOBRICK B-254)

10.28Q TOILET TISSUE DISPENSER (BOBRICK B-3888)

10.28R TOILET TISSUE / SEAT COVER DISPENSER, SURFACE MOUNTED (BOBRICK B-3479)

10.28U SHOWER SEAT, WALL MOUNTED

10.28V SHOWER HEAD /FAUCET, REFER TO PLUMBING FIXTURE SCHEDULE

10.28W ACCESSIBLE WATER CLOSET. REFER TO PLUMBING FIXTURE SCHEDULE

10.28X WATER CLOSET, REFER TO PLUMBING FIXTURE SCHEDULE

10.28Y ACCESSIBLE URINAL. REFER TO PLUMBING FIXTURE SCHEDULE

10.28Z URINAL, REFER TO PLUMBING FIXTURE SCHEDULE

10.44A FIRE PROTECTION CABINETS, SEE DETAIL 21/A10.12

10.51 METAL LOCKERS

10.51A ACCESSIBLE METAL LOCKER

10.51B LOCKER BENCH

12.30 CASEWORK

12.36C SOLID SURFACING COUNTERTOPS, SEE DETAIL 9/A10.50

1. WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVED ALTERNATIVE METHODS OF PROTECTION ARE

PROVIDED. CFC 501.4

2. FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING OR PORTION OF A

BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION WHEN ANY

PORTION OF THE FACILITY OR ANY PORTION OF AN EXTERIOR WALL OF THE FIRST STORY OF THE BUILDING IS LOCATED MORE THAN 150’-0” FROM FIRE APPARATUS AS MEASURED BY AN APPROVED

ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. CFC 503.1.1

3. REQUIRED ACCESS ROADS FROM EVERY BUILDING TO A PUBLIC STREET SHALL BE ALL-WEATHER HARD- SURFACED (SUITABLE FOR USE BY FIRE APPARATUS) RIGHT-OF-WAY NOT LESS THAN 20 FEET IN WIDTH.

SUCH RIGHT-OF-WAY SHALL BE UNOBSTRUCTED AND MAINTAINED ONLY AS ACCESS TO THE PUBLIC

STREET. CFC 503.2 (A)

4. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET EXCLUSIVE OF SHOULDERS, EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1

5. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE ALL-WEATHER DRIVING

CAPABILITIES. CFC 503.2.3

6. TURNING RADIUS CFC 503.2.4

7. DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL PROVIDED WITH

AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS. CFC 503.2.5

8. "NO PARKING—FIRE LANE" SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO

IDENTIFY SUCH ROADS. CFC 503.3

9. THE INSTALLATION OF SECURITY GATES ACROSS FIRE APPARATUS ACCESS ROAD SHALL BE APPROVED

BY THE FIRE CHIEF. WHERE SECURITY GATES ARE INSTALLED, THEY SHALL HAVE AN APPROVED MEANS

OF EMERGENCY OPERATION. THE SECURITY GATES AND THE EMERGENCY OPERATION SHALL BE

MAINTAINED OPERATIONAL AT ALL TIMES. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. CFC 503.6

10. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS.

NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH . WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY

THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. CFC 505.1

11. WHEN ACCESS TO OR WITH A STRUCTURE OR AN AREA IS RESTRICTED BECAUSE OF SECURED OPENING OR WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE-SAVING OR FIRE-FIGHTING PURPOSES, THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE A KEY BOX TO BE INSTALLED IN AN APPROVED LOCATION.

THE KEY BOX SHALL BE ON AN APPROVED TYPE LISTED IN ACCORDANCE WITH UL 1037, AND SHALL CONTAIN KEYS TO GAIN NECESSARY ACCESS AS REQUIRED BY THE FIRE CODE OFFICIAL. CFC 506.1

12. WHERE ACCESS TO OR WITHIN A STRUCTURE AN AREA IS RESTRICTED BECAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE-SAVING OR FIRE-FIGHTING PURPOSES, THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE A KEY BOX TO BE INSTALLED IN AN APPROVED LOCATION.

THE KEY BOX SHALL BE OF AN APPROVED TYPE LISTED IN ACCORDANCE WITH UL 1037, AND SHALL CONTAIN KEYS TO GAIN NECESSARY ACCESS AS REQUIRED BY THE FIRE CODE OFFICIAL. CFC 506.1

13. THE OPERATOR OF THE BUILDING SHALL IMMEDIATELY NOTIFY THE FIRE CODE OFFICIAL AND PROVIDE THE NEW KEY WHERE A LOCK IS CHANGED OR REKEYED. THE KEY TO SUCH LOCK SHALL BE SECURED IN

THE KEY BOX. CFC 506.2

14. AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE PROVIDED TO PREMISES UPON WHICH FACILITIES, BUILDINGS OR PORTIONS OF BUILDINGS ARE HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION. CFC 507.1

15. FIRE FLOW. FIRE FLOW REQUIREMENTS FOR BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES

SHALL BE DETERMINED BY AN APPROVED METHOD OR APPENDIX B OR BB. CFC 507.3

16. THE FIRE CODE OFFICIAL SHALL BE NOTIFIED PRIOR TO THE WATER SUPPLY TEST. WATER SUPPLY TESTS SHALL BE WITNESSED BY THE FIRE CODE OFFICIAL OR APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL PRIOR TO FINAL APPROVAL OF THE WATER SUPPLY SYSTEM.

CFC 507.4.

17. WHERE A PORTION OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN 400 FEET FROM HYDRANT ON A FIRE APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILD-ING, ON-SITE FIRE HYDRANTS AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CODE OFFICIAL.

CFC 507.5.1

18. BUILDINGS EQUIPPED WITH A STANDPIPE SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 905 SHALL HAVE A FIRE HYDRANT WITHIN 100 FEET OF THE FIRE DEPARTMENT CONNECTIONS. CFC 507.5.1.1

19. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS, EXCEPT AS OTHERWISE REQUIRED OR APPROVED. CFC 507.5.5

20. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER

APPROVED MEANS SHALL COMPLY WITH SECTION 312. CFC 507.5.6

FIRE AND ACCESS NOTES:

1. ACCESSIBLE PATH OF TRAVEL:

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLANS IS A BARRIER FREE ACCESS ROUTE WITHOUT AN ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. CROSS SLOE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL ABOVE 27" AND LESS THAN 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO

BARRIERS IN THE PATH OF TRAVEL.

2. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLAINT WITH THE CURRENT

CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NON COMPLAINT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE COPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS, AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS.

ANY NONCOMPLIANT, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECT BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP

ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

3. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLAINT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A

"CONSTRUCTION CHANGE DOCUMENT"

4. GATES IN THE ACCESSIBLE PATH OF TRAVEL SHALL COMPLY WITH ALL DOOR REQUIREMENTS STATED IN CBC SECTIONS 1010 AND 11B-404 FOR DOOR WIDTH, CLEARANCE, LANDINGS, DOOR HARDWARE, EXIT

DEVICE, DOOR OPERATING FORCE AND SURFACES

PATH OF TRAVEL NOTES:

NEW LAB

BUILDING

NEW TRAINING OFFICE

VA

N

BU

RE

N

ST

ENTERPRISE WAY

(E ) F

IR

E

AC

CE

SS

LA

NE

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

ADMINISTRATION

BUILDING

EXISTING

LABORATORY

BUILDING

EXISTING

OPERATION

BUILDING

TY

P.

0"

R 21' - 0"

R 21' - 0"

R 21' - 0"

R

0"

R 21' - 0"

R 42' - 0" R 21' - 0"

R

0"

R 21 ' - 0

R 21' - 0"

TY

P.

0"

TYP.

20' - 0"

TYP.

20' - 0"

SITE CODE PLAN LEGEND

EXISTING PAVED FIRE ACCESS LANE

EXISTING BUILDINGS

NEW BUILDINGS

BUILDING DATA SUMMARY

BUILDING DATA SUMMARY:

TRAINING OFFICE

OCCUPANCY TYPE: A3 B S2

CONSTRUCTION TYPE: VB VB VB

SPRINKLERED: YES YES YES

TOTAL BUILDING S.F.: 1,746 6,345 1,086

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: A3 B S2

BUILDING HEIGHT: 60' 60' 60'

NUMBER OF STORIES: 3 2 3

MAX. BLDG. AREA (S1) EA. FLOOR: 24,000 S.F. 36,000 S.F. 54,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 24,000 S.F. 36,000 S.F. 54,000 S.F.

ACTUAL AREA:

OCCUPANCY: A3 B S2

NUMBER OF STORIES: 1 1 1

BUILDING HEIGHT: 20' 20' 20'

BUILDING AREA FLOOR 1: 1,746 S.F. 6,345 S.F. 1,086 S.F

TOTAL BLDG S.F.: 9,177 S.F.

MIXED-AREA RATIO:

1,746/ 24,000 + 6,345/ 36,000 + 1,086/ 54,000 = 0.073 + 0.176 + 0.020 = 0.269 <1

LAB BUILDING

OCCUPANCY TYPE: B

CONSTRUCTION TYPE: VB

SPRINKLERED: YES

TOTAL BUILDING S.F.: 2,156

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: B

BUILDING HEIGHT: 60'

NUMBER OF STORIES: 2

MAX. BLDG. AREA (S1) EA. FLOOR: 36,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 36,000 S.F.

ACTUAL AREA:

OCCUPANCY: B

NUMBER OF STORIES: 1

BUILDING HEIGHT: 18'-8"

BUILDING AREA FLOOR 1: 2,156 S.F.

FIRE HYDRANT SPACING: TABLE C 102.1 OR TABLE CC 105.1

FIRE FLOW MIN. NUMBER AVG. SPACING MAX. DISTANCE FROM ANY POINT

OF HYDRANTS BETWEEN HYDRANTS STREET OR ROAD TO A HYDRANT

2,500 GPM 3 450 FT. 225 FT

FIRE FLOW REQUIREMENTS: TABLE B 105.1 (2) OR TABLE BB105.1

CONTRUCTION TYPE FIRE AREA SQUARE FOOTAGE FIRE FLOW FLOW DURATION

VB 9,177 2,500 GPM 2 HOURS

VB 2,156 1,500 GPM 2 HOURS

PARKING SUMMARY

USE PARKING REQUIRED PARKING PROVIDED

PROFESSIONAL BUSINESS OFFICE

(E) ADMINISTRATION BUILDING = 3,945 S.F.

(E) LABORAORY BUILDING = 1,941 S.F.

(E) OPERATIONS BUILDING = 2,680 S.F

(N) TRAINING & OFFICE BUILDING = 9,177 S.F.

(N) LABORAORY BUILDING = 2,156 S.F.

TOTAL SQUARE FOOTAGE = 19,899 S.F.

1 SPACE PER 200 SQUARE FEET 100 48

TOTAL ACCESSIBLE PARKING SPACES PER SECTION 1129B

TABLE 11B-6 4 (1 VAN ACCESSIBLE) 2

TOTAL PARKING:

PR

OJ

EC

T

NU

MB

ER

DA

TE

RE

VI

SI

ON

DE

SC

RI

PT

IO

N:

PR

OJ

EC

T

ST

AT

US

PR

OJ

EC

T

IS

SU

ED

S

GH

A

RC

HI

TE

CT

S

IN

C.

A

LL

R

IG

HT

S

RE

SE

RV

ED

SE

AL

S:

CO

NS

UL

TA

NT

/9 /2

:2

:3

A

M

-4

-0

SI

TE

C

OD

E

PL

AN

G0.2

TR

AI

NI

NG

O

FF

IC

E

LA

B

BU

ILD

IN

GS

IN

D

IO

C A

-1

V A

N B

U R

E N

S T

V A

LL

E

Y S

A N

IT

A

R Y

D

IS

T R

IC

T

P ro je c t S ta tu s

/0

/2

1" = 40'-0"

1SITE CODE PLAN

KEYNOTESKEYNOTES

DESCRIPTION

NORTH

WH

SK1

48244824

CART

OFOI

CART

OFOI

SS

EW

SK1

SK1

CART

OFOI

SK4

SK1

W C

K O

E

CS30*CS30*

LEGEND

ROOM NAME

150 S.F.

E OLF

LOAD

0 0

PD

ROOM TAG:

60" DIA. ACCESSIBLE

TURN AROUND

ACCESSIBLE CLEAR

FLOOR SPACE

1'-6" INT.

2' - 0" EXT.

DOOR ACCESSIBLE CLEAR

FLOOR SPACE

5'

- 0

4'-

0"

1' - 0"

WALL LEGEND AND SYMBOLS:

WALL

ACOUSTIC INSULATED WALL

1-HR RATED WALL

2-HR RATED WALL

X WALL TYPE - SEE SHEET A6.5

ACCESSIBILITY CLEARANCE:

ROOM NAME

ROOM NUMBER

SQUARE FOOTAGE

ROOM OCCUPANCY

OCCUPANT LOAD FACTOR

OCCUPANTS

EXIT / EGRESS TAG:

PANIC / EXIT DEVICE AT DOORS

TOTAL OCCUPANTS AT DOOR / STAIR

REQ'D EXIT WIDTH

(OCCUPANT * .2) AT DOORS 32" MIN.

(OCCUPANT * .3) AT STAIRS 44" MIN.

PROVIDED WIDTH

ACCESSIBLE PATH OF TRAVEL

EMERGENCY EXIT LIGHTS

FIRE EXTINGUISHER CABINET

TYPE ABC EXTINGUISHER

FEC

A

AB

B

F

FG

G

1 1

2 2

5 5

6 6

D

DE

C

C

62 SF

CUST.

56 SF

TOILET

58 SF

TOILET

1242 S.F.

TRAINING ROOM

A3 15

328 S.F.

TABLES / CHAIRS

STORAGE

S-2 300

60 S.F.

SERVER

S-2 300

29 SF

ELECT.

205 S.F.

STORAGE

S-2 300

58 SF

MECH

569 S.F.

WOMENS

LOCKERS

B 50

174 S.F.

OFFICE

B 150

171 S.F.

OFFICE

B 150

175 S.F.

OFFICE

B 150

211 S.F.

STORAGE

S-2 300

136 S.F.

QUIET ROOM

B 150

474 S.F.

PLANS ROOM

B 150

654 S.F.

MENS LOCKERS

B 50

257 S.F.

CONFERENCE

A3 15

171 S.F.

OFFICE

B 150

1144 S.F.

FIELD STATIONS

B 150

259 S.F.

KITCHEN

B 150

380 S.F.

BREAK ROOM

B 150

315 SF

CORRIDOR

570 SF

CORRIDOR

36 S.F.

AV

S 300

32 68

32 34

32 34

32 34

32 68

32 34

32 68 14

32 34

32 34

32 34

32 34

32 34

32 34

32 34

32 68

32 34

32 34

32 34

32 34

32 34

32 34

RDSW

RR-W

RD

SW

RR-W

RIDN

RR-M

RD

SM

RDSM

RR-M

RIDN

E E

E

RI

DN

RI

DN

RI

DN

RIDN

E

RI

DN

RI

DN

RI

DN

RI

DN

RIDN

RD

SU

ER

RD

SU

RR-U

RR-U

RIDN RIDN

RIDNRIDNRIDNRIDN

RI

DN

RIDN

E

RIDN RIDN

RR

-M

RR

-W

RCS

FEC

FEC

FEC

FEC

FEC

H

H

2.1 2.1

2.92.9

5.1 5.1

4.14.1

4.5 4.5

5.9 5.9

4.25

1.0 1.0

2.0 2.0

A.0

A.0

B.0

B.0

107 S.F.

MICRO BIO

B 100

33 SF

ELECTRICAL

53 SF

RESTROOM

49 SF

JANITOR

20684 S.F.

BALANCE

B 100

787 S.F.

LABORATORY

B 100

99 SF

HALL

117 S.F.

WATER STORAGE

S-2 300

144 S.F.

LAB STORAGE

S-2 300

158 S.F.

INTAKE

B 150

276 S.F.

OFFICE

B 150

32 34

32 34

32 34

32 34

32 34

32 34

32 34

32 34

E E

ER RI

DN

RI

DN

RI

DN

RI

DN

RIDN

RIDN

ER

ER

RIDN

RI

DN

RDSU

RR

-U

RI

DN

RI

DN

E

FEC

FEC

BUILDING CODE ANALYSIS

BUILDING DATA SUMMARY:

TRAINING OFFICE

OCCUPANCY TYPE: A3 B S2

CONSTRUCTION TYPE: VB VB VB

SPRINKLERED: YES YES YES

TOTAL BUILDING S.F.: 1,746 6,345 1,086

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: A3 B S2

BUILDING HEIGHT: 60' 60' 60'

NUMBER OF STORIES: 3 2 3

MAX. BLDG. AREA (S1) EA. FLOOR: 24,000 S.F. 36,000 S.F. 54,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 24,000 S.F. 36,000 S.F. 54,000 S.F.

ACTUAL AREA:

OCCUPANCY: A3 B S2

NUMBER OF STORIES: 1 1 1

BUILDING HEIGHT: 20' 20' 20'

BUILDING AREA FLOOR 1: 1,746 S.F. 6,345 S.F. 1,086 S.F

TOTAL BLDG S.F.: 9,177 S.F.

MIXED-AREA RATIO:

1,746/ 24,000 + 6,345/ 36,000 + 1,086/ 54,000 = 0.073 + 0.176 + 0.020 = 0.269 <1

LAB BUILDING

OCCUPANCY TYPE: B

CONSTRUCTION TYPE: VB

SPRINKLERED: YES

TOTAL BUILDING S.F.: 2,156

ALLOWABLE AREA AND HEIGHT: C.B.C. 2019 TABLE 504.3 AND 504.4 AND 506.2 AND SECTION 506.3

OCCUPANCY: B

BUILDING HEIGHT: 60'

NUMBER OF STORIES: 2

MAX. BLDG. AREA (S1) EA. FLOOR: 36,000 S.F.

TOTAL ALLOWABLE EA. FLOOR 36,000 S.F.

ACTUAL AREA:

OCCUPANCY: B

NUMBER OF STORIES: 1

BUILDING HEIGHT: 18'-8"

BUILDING AREA FLOOR 1: 2,156 S.F.

FIRE-RESISTANCE RATING REQUIREMENTS

FOR BUILDING ELEMENTS (CBC TABLE 601)

CONSTRUCTION TYPE: TYPE VB

PRIMARY STRUCTURE: 0

BEARING WALLS EXT.: 0

BEARING WALLS INT.: 0

NON BEARING WALLS EXT.: SEE TABLE 602

NON BEARING WALLS INT.: 0

FLOOR CONSTRUCTION: 0

ROOF CONSTRUCTION: 0

FIRE-RESISTANCE RATING REQUIREMENTS

FOR EXTERIOR WALLS (CBC TABLE 602)

FIRE SEPARATION DISTANCE: A, B & S-2 OCC.

X< 5 1 5<X<10 1 10<X<30 0 X>30 0

MAXIMUM AREA OF EXT. WALL OPENINGS

BASED ON FIRE SEPARATION DISTANCE AND

DEGREE OF OPENING PROTECTION (CBC TABLE 705.8)

FIRE SEPARATION DISTANCE: DEGREE OF PROTECTION: ALLOWABLE AREA:

0 TO < 3 FEET UNPROTECTED / SPRINKLERED NOT PERMITTED

3 FEET < 5 FEET UNPROTECTED / SPRINKLERED 15%

5 FEET < 10 FEET UNPROTECTED / SPRINKLERED 25%

10 FEET < 15 FEET UNPROTECTED / SPRINKLERED 45%

15 FEET < 20 FEET UNPROTECTED / SPRINKLERED 75%

20 FEET OR GREATER UNPROTECTED / SPRINKLERED NO LIMIT

OPENING PROTECTION PER CBC TABLE 716.5

1 HR PARTITION 45 MIN DOOR MAX. TESTED D-H-45 MIN. SIDELITE/TRANSOM D-H

ROOF COVERING CLASSIFICATION PER CBC TABLE 1505.1

BUILDING CONSTRUCTION TYPE: VB REQ'D MIN: CLASS C PROVIDED: CLASS A

INTERIOR FINISHES CLASSIFICATIONS PER CBC TABLE 803.11

OCCUPANCY GROUP: A3

INT. EXIT PASSAGEWAYS: B

COORI…