36C26118R0487-096.pdf

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

SD

SD

SD

SD

H

H H H H H

HH

HH

H H H H H H

H

H

HHHHH

H

H

H

H

H

G

B1

OPC

B32 B3

B22A

B31

ADD ALT.

PHASE 1PHASE 2PHASE 3

B24

E. SHIELDS AVE

E. CLINTON AVE

N B

L A

C K

S T

O N

E A

V E

E. SHIELDS AVE

E. MCKINLEY AVE

E. OLIVE AVE

N F

R E

S N

O S

T

N F

IR

S

T S

T

N C

E D

A R

A V

E

N M

A P

L E

A V

E

VACCHCS

PROJECT REVIEW

DATE: APPROVED: DIRECTOR

DATE: APPROVED: CHIEF OF STAFF

DATE: APPROVED: CHIEF, SAFETY SERVICE

DATE: APPROVED: CHIEF ENGINEER

DATE: APPROVED: ASSOCIATE DIRECTOR, PATIENT CARE SERVICES

DATE: APPROVED: CONTRACTING OFFICER

DATE: APPROVED: CONTRACTING OFFICER'S REPRESENTATIVE

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/5

-1

6-

V

A F re sn o C hi lle r P la nt

-O P

T 4A

.r vt

2/ 8/

2:

:5

A

M

G-000

COVER SHEET

M. PERKINS D. YOUNG02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

(VACCHCS)

CLIENT:

Department of Veterans Affairs, Fresno

Denise R. Groves VISN 21 Contract Specialist / Contracting Officer

Office: 559-228-6932 Denise.Groves@va.gov

COR:

Calvin E. Parret, PE COR

VISN 21 Contracting Officer's Representative Office: 559-225-6100x5213

Calvin.Parret@va.gov

VISN 21 TASK ORDER 570-16-302

DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS SUBMISSION

FEBRUARY 7, 2018

ISSUED FOR CONSTRUCTION

PROJECT SCOPE

ADD ALTERNATES / DEDUCTIVE ALTERNATES

ADD ALTERNATE 1: PROVIDE ADDITIONAL CANOPY ROUTED FROM B22/B31 SIDEWALK SOUTH ALONG WEST SIDE OF B31, THEN ALONG SOUTH SIDE OF CAMPUS AND SOUTH OF THE B1 & B24 BREEZEWAY, SEE KEY PLAN THIS SHEET FOR ROUTING. THE BASE BID DOES NOT INCLUDE THIS RUN AS A

PERMANENT STRUCTURE, THE BASE BID IS A TEMPORARY COVERED PEDESTRIAN WALKWAY FOR USE

DURING CONSTRUCTION AND TO BE REMOVED AFTERWARDS.

ADD ALTERNATE 2: WIDEN SIDEWALK TO 10'-0" AS SHOWN IN DRAWINGS. SEE SHEETS AS101.1

THROUGH AS111.2.

ADD ALTERNATE 3: INSTALL SELF SUPPORTED TRANSLUCENT SKYLIGHT SYSTEM IN LIEU OF

SUPPORTED TRANSLUCENT SKYLIGHT SYSTEM.

DEDUCTIVE ALTERNATE 1: CIP COLUMNS BECOME FRAMED COLUMNS AS SHOWN ON A-502.

NORTH

VICINITY MAP

LOCATION MAP

NORTH

THE CHILLER INFRASTRUCTURE AT THE VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM REQUIRES UPDATING, UPSIZING, AND CORRECTIONS. THIS PROJECT IS TO INCREASE THE SIZE OF THE CHILLED WATER PIPING SYSTEM FROM THE CHILLED WATER PLANT TO BUILDING 1 TO INCREASE THE DISTRIBUTION CAPACITY FOR THE MAIN HOSPITAL. IT ALSO INCLUDES THE INSTALLATION OF ONE ADDITIONAL CHILLER IN THE CHILLER PLANT TO INCREASE THE CHILLED WATER CAPACITY FOR THE CAMPUS.

A. THE AE SHALL DESIGN AN OVERHEAD PEDESTRIAN CANOPY TO REPLACE THE EXISTING PEDESTRIAN CANOPY LOCATED AS

FOLLOWS:

i. NEAR THE HARVARD AND MARIPOSA CROSS STREET TO THE EAST ENTRANCE OF BUILDING 1;

ii. FROM THE WEST MAIN ENTRANCE OF BUILDING 31 CONNECTING TO (i) ABOVE;

iii. FROM THE WEST ENTRANCE OF BUILDING 31 DESCRIBED IN (ii) ABOVE EXTEND TO SERVE THE MAIN ENTRANCE OF A NEW

COMMUNITY LIVING CENTER (CLC) BUILDING TO BE LOCATED SOUTH OF BUILDING 31.

iv. THE AE SHALL EXPLORE THE USE OF OTHER WALK SURFACES IF APPROPRIATE AND SHALL CONSIDER WALK WAY

BORDERS, UNIQUE SURFACE DESIGNS OR PATTERN.

B. THE AE SHALL DESIGN THE OVERHEAD PEDESTRIAN CANOPY TO PROVIDE AN UNSEEN RACEWAY CARRYING THE FOLLOWING:

i. MAIN CHILLED WATER LINES FROM THE POINT-OF-CONNECTION (POC) WITHIN BUILDING 22A TO THE POC WITHIN BUILDING 1

SUBBASEMENT.

ii. MAIN CHILLED WATER LINES FROM POC WITHIN BUILDING 22A AND THE POC WITHIN BUILDING 31 PENTHOUSE.

iii. STEAM LINES FROM THE POC WITHIN BUILDING 22 AND THE POC WITHIN BUILDING 31 PENTHOUSE.

iv. MEDICAL OXYGEN LINES FROM THE POC WITHIN BUILDING 22 AND THE POC WITHIN BUILDING 31.

v. CONTROL/ALARM WIRING FROM THE POC WITHIN BUILDING 22 TO THE POC WITHIN BUILDING 31.

vi. THE UNSEEN RACEWAY SHALL ACCOMMODATE ADDITIONAL UTILITIES AND SERVICES FOR FUTURE EXPANSION.

C. THE AE SHALL DESIGN THE OVERHEAD PEDESTRIAN CANOPY TO PROVIDE EASE OF ACCESS AND MAINTENANCE OF THE

UNSEEN RACEWAY AND UTILITY LINES.

D. THE AE SHALL DESIGN ALTERNATE ROUTES OF TRAVEL TO ENSURE TEMPORARY ACCESS WITHOUT DISRUPTION OF CURRENT

VITAL SERVICES FOR THE LOCATIONS AS DESCRIBED IN (A) ABOVE.

E. THE AE SHALL DESIGN FOR THE REMOVAL OF THE EXISTING UTILITY PIPE STANDS CONSTRUCTED FOR PROJECT 570-13-300, “NEW BUILDING 22A AND CHILLER INFRASTRUCTURE,” INCLUDING THE SUPPORTED STEAM LINES, CHILLED WATER LINES, AND

THE MEDICAL OXYGEN LINE.

F. THE AE SHALL DESIGN FOR THE RELOCATION OF UTILITIES DESCRIBED IN (E) ABOVE INTO THE RACEWAY OF THE OVERHEAD

PEDESTRIAN CANOPY.

G. THE AE SHALL DESIGN THE CONNECTION OF THE MEDICAL OXYGEN AND VACUUM PUMP CONTROL LINES AND ALARM CONTROL

PANELS LOCATED IN BUILDING 31 AND BUILDING 2.

H. THE AE SHALL DESIGN THE INSTALLATION OF ONE (1) ADDITIONAL CHILLER UNIT TO BE IDENTIFIED AS CHILLER #4 WITHIN THE

EXISTING INFRASTRUCTURE OF BUILDING 22A (PROJECT #570-13-300 NEW BUILDING 22A AND CHILLER INFRASTRUCTURE) AND CONNECT TO THE EXISTING CHILLER INFRASTRUCTURE. THE WORK SHALL INCLUDE THE INSTALLATION OF AUTOMATED CONTROLS FOR CHILLED WATER SYSTEM COMPONENTS WHICH SHALL BE TIED INTO THE SITE-WIDE METASYS (JOHNSON

CONTROLS, 2013) COMPUTER BASED OPERATING SYSTEM CENTRALIZED IN THE BOILER PLANT.

PROJECT PROGRAMMING NOTES:

PLEASE REVIEW THESE DOCUMENTS FOR THE FOLLOWING:

1. CONNECTION POINTS AS FOLLOWS:

B22A SOUTH ENTRY AND EAST SIDES

B31 CLC WEST ENTRY

B3 ENGINEERING BUILDING

B1 EAST ENTRY

B1 & B24 BREEZEWAY NORTHWEST AND SOUTH WEST ENTRIES

FUTURE TECHNOLOGY BUILDING ENTRY

FUTURE EXTENSION POINTS OF CONNECTION

2. MATERIAL SELECTION

REYNOBOND METAL PANELS OR APPROVED EQUAL

STACKED STONE SELECTION CLADDING SOLDIER PROFILE COLUMNS

KALWALL / CPI TRANSLUCENT CANOPY ROOFS

3. ACCESS DOOR LOCATIONS

4. CROSSOVER AND CEILING LOCATIONS AND NODES

5. PHASING

6. LIGHT FIXTURES

CONCEALED LED ROPE LIGHTS AROUND COLUMN BASES

VERTICAL 6'-0" LED STRIPS ON COLUMN INTERIOR FACES

2" CAN LIGHTS STAGGERED SIDE-TO-SIDE AND EVENLY SPACED ALONG CANOPY SOFFIT

8" CAN LIGHT GRID IN DROP CEILING AT EXPANDED CANOPY AREAS, E.G. "BBQ AREA"

PASSIVE LIGHTING SOLAR TUBES AT BBQ AREA

SEAT LIGHTS ALONG BASE OF NEW 4'-0" SEAT WALLS

7. SHOPS REVIEW OF ACCESS AREA AROUND PIPE VALVES

8. CAPACITY REVIEW OF LOW VOLTAGE ELECTRICAL AND COMMUNICATIONS INNERDUCTS

9. UTILITY CONFLICTS

10. SIDEWALK WIDTH TO 10'-0" IN ADD ALTERNATE NO. 2

11. FUTURE UTILITIES

UTILITY TYPE, CAPACITY AND ROUTING TO BE BASED ON FUTURE APPROVED MASTER PLAN

1" : 1400'

NOT TO SCALE

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

_____________________________SIGNATURE ________________DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018

02/07/2018

AB ANCHOR BOLT, AUGER BORING

ABS AIR BREAK SWITCH

AC AIR CONDITIONING, ASBESTOS CEMENT,

ACRES

A/C ASPHALTIC CONCRETE

ACB AIR CIRCUIT BREAKER

ACSR ALUMINUM CONDUCTOR STEEL REINFORCED

ACST ACOUSTIC

AD AREA DRAIN, ACCESS DOOR

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

AM ACOUSTIC MATERIAL

AMP,A AMPERE

AP ACCESS PANEL APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARR ARRESTOR

ASPH ASPHALT

SYMBOLS AND ABBREVIATIONS

B BASELINE

BO BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLK BLOCK

BM BEAM

B BOTTOM

BRG BEARING

BR BOTTOM REGISTER

BSMT BASEMENT

C CELSIUS

CAP CAPACITY

CB CIRCUIT BREAKER

CD CEILING DIFFUSER

CEM CEMENT

CG CORNER GUARD

C&G CURB AND GUTTER

CH CHILLER

CI CAST IRON, COURTYARD INLET

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CJ CONTROL JOINT

CKT CIRCUIT

CLG CEILING

C CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE ARCH

CMU CONCRETE MASONRY UNITS

CND,C CONDUIT

CNDS CONDENSATE

CO CLEANOUT

CODP CLEANOUT W/ DECK PLUG

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONV CONVERTER

COP,CU COPPER

CP NON-REINFORCED CONCRETE PIPE

CR CHAIR, CRASH RAIL

CRS STAINLESS STEEL

CS CONCRETE SEALER/SURFACE

CSK COUNTERSUNK

CT CERAMIC TILE, CURRENT TRANSFORMER, COOLING TOWER

CTR CENTER, COOLING TOWER RETURN

CTS COOLING TOWER SUPPLY

CW COLD WATER

CWB CAPILLARY WATER BARRIER

CONTR CONTRACTION

CPT CARPET

D DEPTH, DEEP, DEGREE OF CURVATURE

DB DRY BULB, DECIBEL, DIRECT BURIAL

DD DIVERSION DIKE

DET DETAIL

DH DRILL HOLE

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DISTRIBUTION PANEL

DS DOWNSPOUT, STORM DRAINAGE STRUCTURE

DW DOMESTIC WATER

DWG DRAWING

DWD DRINKING WATER DISPENSER

E EAST

EA EACH

EAN EXCEPT AS NOTED

EAT ENTERING AIR TEMPERATURE

EC EMPTY CONDUIT

EF EACH FACE, EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

EMER EMERGENCY

E/P EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

EVAP EVAPORATIVE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

(E), EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

(F) FUTURE

F FIRE, FUSE, FILTER

FA FIRE ALARM FABX FIRE ALARM BOX

FC FOOT-CANDLES

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FL FLOOR, FLASHING, FLOW LINE

FLUOR FLUORESCENT

4 WAY FOUR WAY

FPH FROST PROOF HYDRANT

FR FRAME

FS FULL SIZE

FTG FOOTING

FJ FELT JOINT

FW FIRE WATER

FXTR FIXTURE

G GROUND, GAS LINE,GRAM

GA GAGE

GAL GALVANIZED

GC GLAZED COATING

GFI GROUND FAULT INTERRUPT

GFMU GROUND FACE MASONRY UNIT

GL GLASS

GR GRADE

GRD GROUND

GSU GLAZED STRUCTURAL UNIT

GW GROUND WATER

GWB GYPSUM WALL BOARD GYP GYPSUM

HGT,H HEIGHT, HUMIDIFIER

HB HOSE BIBB

HC HANDICAPPED

HD HARD DRAWN

HDW HARDWARE

HGSW HORN GAP SWITCH

HID HIGH INTENSITY DISCHARGE

HORIZ HORIZONTAL

HP HIGH POINT

HPS HIGH PRESSURE SODIUM

HR HOUR

HS HIGH STRENGTH

HW HOT WATER, HEADWALL

HWL HIGH WATER LEVEL

HVY HEAVY

HZ HERTZ

ID INSIDE DIAMETER, INSIDE DIMENSION

IE INVERT ELEVATION

IMC INTERMEDIATE METAL CONDUIT

INT INTERIOR

INSUL INSULATION, INSULATED

INV INVERT

INTX INTERSECTION

IP INLET PROTECTION

IRBF INDUSTRIAL RESIN BASE FLOORING

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JT JOINT

JST JOIST

K KILO

KIAC THOUSAND AMP INTERRUPT CAPACITY

KCP KEENE'S CEMENT PLASTER

KG KILOGRAM

KN KILONEWTON

KO KNOCK OUT

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

L/S LITERS PER SECOND

L LOUVER, LENGTH, LENGTH OF CURVE

LA LIGHTNING ARRESTOR

LC LEAD COVERED

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LAV LAVATORY VERTICAL

LVC LENGTH OF VERTICAL CURVE

M/S METERS PER SECOND

M METER, MEGA

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

ECH MECHANICAL

MET METAL

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MM,mm MILLIMETER

MO MOTOR OPERATED, MASONRY OPENING, MIDDLE ORDINATE

MP MEDIUM PRESSURE

MTD MOUNTED

MTG MOUNTING

MMP MEMBRANE WATERPROOFING

MULL MULLION

(N) NEW

N NORTH

NA NOT APPLICABLE

NC NON CORROSIVE

NE NORTHEAST

NDC NOSE DOWN CURB

NEC NATIONAL ELECTRIC CODE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OUTSIDE AIR

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER OPNG OPENING

OPP OPPOSITE

OSD OPEN SITE DRAIN

OVHD,OH OVERHEAD

Pa PASCALES

P PIPE, POLE

PB PULL BOX

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PJF PREFORMED JOINT FILLER

PL PLATE

PLAS PLASTER

PLNJ PAPER AND LEAD NEOPRENE JACKET

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PRELIM PRELIMINARY

PRESS PRESSURE

PRIM PRIMARY

PRV PRESSURE RELIEF VALVE

PS PULL SWITCH

PT POINT, POINT OF TANGENT

PTN PARTITION

PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE .

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT PVMT PAVEMENT

QT QUARRY TILE

(R) RELOCATED

R RADIUS, RISER, RUBBER SHEATH

RA RETURN AIR

RAD RADIUS

RB RESILIENT VINYL BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN, ROAD

RECP RECEPTACLE

RED REDUCING

REINF REINFORCEMENT

REG REGULATOR, REGISTER

REQD REQUIRED

REV REVISION

RF ROOF, RETURN FAN

RHC REHEAT COIL

RI RUBBER INSULATED

RGS RIGID GALVANIZED STEEL

RL RAIN LEADER

RM ROOM

RPM REVOLUTIONS PER MINUTE

RVT RESILIENT VINYL TILE

S SECOND, SOUTH, SANITARY, SEWER, STRUCTURE

SAN SANITARY SEWER

SATC SUSPENDED ACOUSTICAL TILE CEILING

SCH SCHEDULE

SD SPLITTER DAMPER, STORM DRAIN

SE SOUTHEAST

SECT SECTION SERV SERVICE SF SILT FENCE

SG SUPPLY GRILLE

SH SHEET

SIM SIMILAR

1 PH SINGLE PHASE

SKCP SUSPENDED KEENE'S CEMENT PLASTER

SL SLOPE

SMH SANITARY MODULE

SP STATIC PRESSURE, SINGLE POLE

SPC SUSPENDED PLASTER CEILING

SPDT SINGLE POLE, DOUBLE THROW

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SQ SQUARE

SR SUPPLY REGISTER

SS SANITARY SEWER

ST STEAM, SINGLE THROW, STREET

STA STATION STD STANDARD

STL STEEL SUP SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH, SIDEWALK

SWBD SWITCHBOARD SWGR SWITCHGEAR

T TILE,TOP,TANGENT

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

3/C THREE CONDUCTOR

3/P THREE POLE

3 WAY THREE WAY

TH TOTAL HEAD (PUMPS)

THRSLD THRESHOLD

TO TOP OF

TP TEST PIT

TR TOP REGISTER

TRANS TRANSITION

TS TOP OF STEEL, TOP OF STONE, TOP OF SLAB

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UCR UNDER COUNTER REFRIGERATOR

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V VENT,VOLT,VALVE

VA VOLT AMPRE

VAC VACUUM

VCT VINYL COMPOSITION TILE

V ASB VINYL ASBESTOS

VC VARNISH CAMBRIC, VITRIFIED CLAY

VCP VITRIFIED CLAY PIPE

VENT VENTILATING

VERT VERTICAL

VEST VESTIBULE

VPI VERTICAL POINT OF INTERSECTION

VPOC VERTICAL POINT OF CURVE

VPOT VERTICAL POINT OF TANGENT

VS VENT STACK

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH,WASTE,WATER,WATT,WEST

W WIRE, WATER LINE STRUCTURE

WA WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WD WIDTH, WINDOW DIMENSION

WOM WALK OFF MATT

WL WATER LEVEL WP WATERPROOF, WEATHERPROOF

WS WASTE STACK, WATER SURFACE, WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

X-STR UNIT HEATER

2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE

1 ON 2 1 VERTICAL ON 2 HORIZONTAL SLOPE

DEFLECTION ANGLE

Ø DIAMETER, PHASE

ARCHITECTURAL SYMBOLS

COLUMN GRID LINE

(E)

(E) TO REMAIN

(E) TO BE REMOVED

(E) TO REMAIN

(N) CONSTRUCTION

ROOM TAG

ROOM NAME

ROOM NUMBER

DOOR NUMBER

SYMBOL AND

MINIMUM

CLEARANCES

WALL LEGEND

AREA OR VOLUME

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/ RCP

POSITION ON SHEET

SHEET NUMBER

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

EXTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

POSITION ON SHEET

SHEET NUMBER

WALL TYPE TAG

FRAME TYPE -

EXTERIOR & LOUVER

CURTAIN PANEL TYPE

DRAWING NUMBER

DRAWING SCALE

DRAWING NUMBER

DRAWING SCALE

SHEET NUMBER

REFERENCING SHEET

NUMBER

VIEW TITLE

VIEW TITLE WITH REFERENCE

KEYNOTE

DRAWING REVISION

LEVEL DATUM

LEVEL NAME

LEVEL ELEVATION

NORTH ARROW

FRAME TYPE -

INTERIOR

GRAPHIC SCALE

0 4'-0" 8'-0" 16'-0"

IF THIS IS NOT A 42"x30" SHEET IT IS A

REDUCED SIZE PLOT, USE GRAPHIC

SCALE ACCORDINGLY.

18" MIN.

12" MIN. 4" MIN.

1A

A1

XX

XX

1T

X

Name Elevation

SIM

X-XXX

X

SIM

X-XXX

X

XXXX

X

X X

X

A-1 1/8" = 1'-0"

View Name

1/8" = 1'-0"

View NameA-1 A101R101

ROOM

NAME

150 SF

6'-0"

R 3'-11"

100°

DIMENSION TO FACE OF

FINISH, FACE OF

CONCRETE, COLUMN

CENTERLINE, OR AS NOTED.

CENTERLINE

COLUMN GRID LINE

(N)

MATCHLINE

FOR CONTINUATION SEE: X/X-XXX

MATCHLINE

FOR CONTINUATION SEE: X/X-XXX

VIEW REFERENCE FOR

ADDITIONAL INFORMATION

MATCHLINE AND VIEW

REFERENCE

SIM

X

X-XXX

SIM

X

X-XXX

SIM

X

X-XXX

SIM

X

X-XXX

System Name Mark

FIXTURE LABEL

SYSTEM TYPE

PIPING ACCESSORY

SEE MECHANICAL /

PLUMBING DRAWINGS

IMAGE REFERENCE

POSITION ON SHEET

SHEET NUMBER

VIEWING ANGLE / DIRECTION

BUILDING JOINT

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

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G-001

GENERAL DRAWING SHEET INDEX,

ABBREVIATIONS AND SYMBOL LEGEND

M. PERKINS N.

BLANCHARD

02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

SHEET

DISCIPLINE SHEET NAME

INCLUDED IN

35% SD

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65% DD

INCLUDED

IN 95% CD

INCLUDED

IN 100% CD

ARCHITECTURE A-505 ARCHITECTURAL DETAILS NO NO NO YES

ARCHITECTURE A-551 ARCHITECTURAL DETAILS - FRAMING AND CEILINGS NO YES YES YES

ARCHITECTURE A-600 ARCHITECTURAL SCHEDULES NO NO YES YES

ARCHITECTURE A-901 ARCHITECTURAL GRAPHICS- COMPOSITE ISOMETRIC NO YES YES YES

ARCHITECTURE A-902 ARCHITECTURAL GRAPHICS - NEW CANOPY 3D VIEWS NO YES YES YES

ARCHITECTURE A-903 ARCHITECTURAL GRAPHICS - NEW CANOPY 3D VIEWS NO YES YES YES

ARCHITECTURE A-904 FINISH MATERIAL PALLET NO YES YES YES

ARCHITECTURE A-905 FINISH MATERIAL PALLET NO YES YES YES

PLUMBING

PLUMBING P-001 PLUMBING LEGEND NO YES YES

PLUMBING PS101 PLUMBING SITE PLAN NO YES YES

PLUMBING PS101.1 PLUMBING SITE PLAN - PHASE 1 NO YES YES

PLUMBING PS101.2 PLUMBING SITE PLAN - PHASE 2 NO YES YES

PLUMBING PS101.3 PLUMBING SITE PLAN - PHASE 3 NO YES YES

PLUMBING PS101.5 PLUMBING SITE PLAN - PHASE 1 ADD ALTERNATE NO YES YES

PLUMBING P-101 PLUMBING PARTIAL PLANS - BUILDINGS 1 AND 22 NO YES YES

PLUMBING P-102 PLUMBING FIRST FLOOR PLAN - BUILDING 31 NO YES YES

PLUMBING P-501 PLUMBING DETAILS NO YES YES

PLUMBING P-502 PLUMBING DETAILS NO NO YES

MECHANICAL

MECHANICAL M-001 MECHANICAL LEGEND NO YES YES YES

MECHANICAL MS101 MECHANICAL SITE PLAN NO YES YES YES

MECHANICAL MS101.1 MECHANICAL SITE PLAN - PHASE 1 NO YES YES YES

MECHANICAL MS101.2 MECHANICAL SITE PLAN - PHASE 2 NO YES YES YES

MECHANICAL MS101.3 MECHANICAL SITE PLAN - PHASE 3 NO YES YES YES

MECHANICAL MS101.5 MECHANICAL SITE PLAN - PHASE 1 ADD ALTERNATE NO YES YES YES

MECHANICAL MD101 MECHANICAL FIRST FLOOR DEMOLITION PLAN- BUILDING 22 - PHASE 2 NO YES YES YES

MECHANICAL MD102 MECHANICAL ROOF DEMOLITION PLAN - BUILDING 22 AND 31 PHASE 2 NO YES YES YES

MECHANICAL M-101 MECHANICAL FIRST FLOOR PLAN - BUILDING 22 - PHASE 1 NO YES YES YES

MECHANICAL M-102 MECHANICAL ROOF PLAN PLAN - BUILDING 22 AND PARTILAL BUILDING 31 - PHASE 1 NO YES YES YES

MECHANICAL M-103 MECHANICAL PARTIAL PLANS OF BUILDING 1 AND OPC - PHASE 1 NO YES YES YES

MECHANICAL M-104 MECHANICAL PARTIAL PLANS OF BUILDINGS 24, 31 AND 32 - PHASE 1 NO YES YES YES

MECHANICAL M-501 MECHANICAL DETAILS NO YES YES YES

MECHANICAL M-601 MECHANICAL FLOW DIAGRAM NO NO YES YES

MECHANICAL M-602 MECHANICAL SITE CHW FLOW DIAGRAM NO NO NO YES

MECHANICAL M-701 MECHANICAL SCHEDULES NO YES YES YES

MECHANICAL M-801 MECHANICAL INSTRUMENTATION LEGEND NO YES YES YES

MECHANICAL M-802 MECHANICAL CONTROLS NO YES YES YES

MECHANICAL M-803 MECHANICAL CONTROLS NO NO NO YES

ELECTRICAL

ELECTRICAL E-001 ELECTRICAL LEGEND NO YES YES YES

ELECTRICAL ES101.1 ELECTRICAL PATHWAY ACCENT AND CANOPY LIGHTING SITE PLANS - PHASE 1 NO YES YES YES

ELECTRICAL ES101.2 ELECTRICAL PATHWAY ACCENT AND CANOPY LIGHTING SITE PLANS - PHASE 2 NO YES YES YES

ELECTRICAL ES101.3 ELECTRICAL PATHWAY ACCENT AND CANOPY LIGHTING SITE PLANS - PHASE 3 NO YES YES YES

ELECTRICAL ES101.5A ELECTRICAL PATHWAY ACCENT AND RECEPTACLE SITE PLAN - ADD ALTERNATE NO YES YES YES

ELECTRICAL ES101.5B ELECTRICAL CANOPY LIGHTING SITE PLAN - ADD ALTERNATE NO YES YES YES

ELECTRICAL EP101 CENTRAL PLANT ELECTRICAL ROOM FLOOR PLAN NO YES YES YES

ELECTRICAL E-601 ELECTRICAL ONE-LINE DIAGRAM-NEW NO YES YES YES

ELECTRICAL E-602 GROUNDING DIAGRAM NO YES YES YES

ELECTRICAL E-701 ELECTRICAL SCHEDULES NO YES YES YES

Grand total: 134

SHEET

DISCIPLINE SHEET NAME

INCLUDED IN

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IN 100% CD

GENERAL

GENERAL G-000 COVER SHEET YES YES YES YES

GENERAL G-001 GENERAL DRAWING SHEET INDEX, ABBREVIATIONS AND SYMBOL LEGEND YES YES YES YES

GENERAL G-010 GENERAL PROJECT NOTES YES YES YES YES

GENERAL GS100 GENERAL SITE PLAN - COMPOSITE BASE BID YES YES YES YES

GENERAL GS101 LIFE SAFETY PLAN YES YES YES YES

CIVIL

CIVIL CU100.1 CIVIL UTILITY PLAN - PHASE 1 BASE BID NO NO YES YES

CIVIL CU100.2 CIVIL UTILITY PLAN - PHASE 2 BASE BID NO NO YES YES

CIVIL CU100.3 CIVIL UTILITY PLAN - PHASE 3 BASE BID NO NO YES YES

CIVIL CU100.4 CIVIL UTILITY PLAN - TEMP. CANOPY BASE BID NO NO YES YES

CIVIL CU100.5 CIVIL UTILITY PLAN - ADD ALT NO. 1 CANOPY BASE BID NO YES YES YES

CIVIL CU101.1 CIVIL UTILITY PLAN - PHASE 1 ADD ALT. NO. 2 YES YES YES YES

CIVIL CU101.2 CIVIL UTILITY PLAN - PHASE 2 ADD ALT. NO. 2 NO YES YES YES

CIVIL CU101.3 CIVIL UTILITY PLAN - PHASE 3 ADD ALT. NO. 2 NO YES YES YES

CIVIL C-501 CIVIL DETAILS - SHEET 1 NO YES YES YES

CIVIL C-502 CIVIL DETAILS - SHEET 2 NO NO YES YES

STRUCTURAL

STRUCTURAL S-001 STRUCTURAL GENERAL NOTES NO YES YES YES

STRUCTURAL S-002 STRUCTURAL INSPECTIONS AND ABBREVIATIONS NO YES YES YES

STRUCTURAL S-101.1 STRUCTURAL FOUNDATION PLAN PHASE 1 NO YES YES YES

STRUCTURAL S-101.2 STRUCTURAL FOUNDATION PLAN PHASE 2 NO YES YES YES

STRUCTURAL S-101.3 STRUCTURAL FOUNDATION PLAN PHASE 3 NO YES YES YES

STRUCTURAL S-101.5 STRUCTURAL FOUNDATION PLAN ADD ALT NO.1 NO YES YES YES

STRUCTURAL S-101.6 STRUCTURAL FOUNDATION PLAN - B1 & B24 BREEZEWAY NO YES YES YES

STRUCTURAL S-102.1 STRUCTURAL CANOPY ROOF FRAMING PLAN PHASE 1 NO YES YES YES

STRUCTURAL S-102.2 STRUCTURAL CANOPY ROOF FRAMING PLAN PHASE 2 NO YES YES YES

STRUCTURAL S-102.3 STRUCTURAL CANOPY ROOF FRAMING PLAN PHASE 3 NO YES YES YES

STRUCTURAL S-102.5 STRUCTURAL CANOPY ROOF FRAMING PLAN ADD ALT NO.1 NO YES YES YES

STRUCTURAL S-102.6 STRUCTURAL CANOPY ROOF FRAMING PLAN - B1 & B24 BREEZEWAY NO YES YES YES

STRUCTURAL S-111.2 STRUCTURAL FOUNDATION AND CANOPY ROOF FRAMING PLAN FUTURE

CONSTRUCTION

NO NO YES YES

STRUCTURAL S-501 STRUCTURAL DETAILS NO YES YES YES

STRUCTURAL S-502 STRUCTURAL DETAILS NO YES YES YES

STRUCTURAL S-503 STRUCTURAL DETAILS NO NO NO YES

STRUCTURAL S-504 STRUCTURAL DETAILS NO NO NO YES

STRUCTURAL S-505 STRUCTURAL DETAILS NO NO NO YES

STRUCTURAL S-600 STRUCTURAL SCHEDULES NO YES YES YES

ARCHITECTURE

ARCHITECTURE AS100.1 ARCHITECTURAL SITE PLAN - PHASE 1 BASE BID NO NO YES YES

ARCHITECTURE AS100.2 ARCHITECTURAL SITE PLAN - PHASE 2 BASE BID NO NO YES YES

ARCHITECTURE AS100.3 ARCHITECTURAL SITE PLAN - PHASE 3 BASE BID NO NO YES YES

ARCHITECTURE AS100.4 ARCHITECTURAL SITE PLAN - EXISTING SIDEWALKS AT TEMP. CANOPY BASE BID

PHASE 1

NO NO YES YES

ARCHITECTURE AS100.5 ARCHITECTURAL SITE PLAN - EXISTING SIDEWALKS AT PERM. CANOPY ALT. NO. 1

PHASE 1

NO NO YES YES

ARCHITECTURE AS101.1 ARCHITECTURAL SITE PLAN - PHASE 1 ADD ALT. NO. 2 YES YES YES YES

ARCHITECTURE AS101.2 ARCHITECTURAL SITE PLAN - PHASE 2 ADD ALT. NO. 2 YES YES YES YES

ARCHITECTURE AS101.3 ARCHITECTURAL SITE PLAN - PHASE 3 ADD ALT. NO. 2 YES YES YES YES

ARCHITECTURE AS101.4 ARCHITECTURAL SITE PLAN - EXPANDED SIDEWALKS ADD ALT. NO.2 AT TEMP.

CANOPY BASE BID PHASE 1

NO YES YES YES

ARCHITECTURE AS101.5 ARCHITECTURAL SITE PLAN - EXPANDED SIDEWALKS ADD ALT. NO. 2 AT PERM.

CANOPY ADD ALT. NO. 1 PHASE 1

NO YES YES YES

ARCHITECTURE AS111.2 ARCHITECTURAL SITE PLAN - FUTURE BASE BID NO YES YES YES

ARCHITECTURE AD101 ARCHITECTURAL DEMO PLANS NO YES YES YES

ARCHITECTURE AD102 ARCHITECTURAL DEMO PLANS NO YES YES YES

ARCHITECTURE AD103 ARCHITECTURAL DEMO PLANS - ADD ALTERNATE NO.1 - PHASE 1 NO YES YES YES

ARCHITECTURE AD111.2 ARCHITECTURAL DEMO PLANS - FUTURE CONSTRUCTION NO YES YES YES

ARCHITECTURE A-101 ARCHITECTURAL CANOPY PLAN - COMPOSITE NO YES YES YES

ARCHITECTURE A-101.1 ARCHITECTURAL CANOPY PLANS - PHASE 1 NO YES YES YES

ARCHITECTURE A-101.2 ARCHITECTURAL CANOPY PLANS - PHASE 2 NO YES YES YES

ARCHITECTURE A-101.3 ARCHITECTURAL CANOPY PLANS - PHASE 3 NO YES YES YES

ARCHITECTURE A-101.4 ARCHITECTURAL CANOPY PLAN - TEMPORARY PEDESTRIAN NO YES YES YES

ARCHITECTURE A-101.5 ARCHITECTURAL CANOPY PLAN - ADD ALTERNATE NO.1 NO YES YES YES

ARCHITECTURE A-101.6 ARCHITECTURAL CANOPY PLANS - B1 & B24 BREEZEWAY NO YES YES YES

ARCHITECTURE A-102 ARCHITECTURAL FLOOR PLANS - B2, B22 & B22A NO YES YES YES

ARCHITECTURE A-103 ARCHITECTURAL FLOOR PLANS - B31 NO YES YES YES

ARCHITECTURE A-111.2 ARCHITECTURAL CANOPY PLANS - FUTURE CONSTRUCTION NO YES YES YES

ARCHITECTURE A-201.1 ARCHITECTURAL EXTERIOR ELEVATIONS - PHASE 1 AND PHASE 2 NO YES YES YES

ARCHITECTURE A-201.2 ARCHITECTURAL EXTERIOR ELEVATIONS - PHASE 3 NO YES YES YES

ARCHITECTURE A-201.5 ARCHITECTURAL EXTERIOR ELEVATIONS - ADD ALT. NO. 1 NO YES YES YES

ARCHITECTURE A-211.2 ARCHITECTURAL EXTERIOR ELEVATIONS AND SECTIONS - FUTURE CONSTRUCTION NO YES YES YES

ARCHITECTURE A-301 ARCHITECTURAL SECTIONS - CANOPY NO YES YES YES

ARCHITECTURE A-302 ARCHITECTURAL SECTIONS - CANOPY NO YES YES YES

ARCHITECTURE A-303 ARCHITECTURAL SECTIONS - CANOPY NO YES YES YES

ARCHITECTURE A-304 ARCHITECTURAL SECTION - ADD ALTERNATE NO.1 NO YES YES YES

ARCHITECTURE A-305 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-306 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-307 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-308 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-309 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-310 ARCHITECTURAL SECTIONS - CANOPY ACCESS DOORS NO NO YES YES

ARCHITECTURE A-311 ARCHITECTURAL SECTIONS - ENTRANCE CANOPIES NO YES YES YES

ARCHITECTURE A-351 ARCHITECTURAL SECTIONS - ENLARGED CANOPY NO YES YES YES

ARCHITECTURE A-352 ARCHITECTURAL SECTIONS - ENLARGED CANOPY NO NO YES YES

ARCHITECTURE A-353 ARCHITECTURAL SECTIONS - ENLARGED CANOPY NO NO YES YES

ARCHITECTURE A-401 ARCHITECTURAL ENLARGED PLANS - REFLECTED CEILING PLANS NO YES YES YES

ARCHITECTURE A-402 ARCHITECTURAL ENLARGED PLANS - REFLECTED CEILING PLANS NO YES YES YES

ARCHITECTURE A-403 ARCHITECTURAL ENLARGED PLANS - REFLECTED CEILING PLANS NO NO YES YES

ARCHITECTURE A-404 ARCHITECTURAL ENLARGED PLANS - ROOF NO YES YES YES

ARCHITECTURE A-501 ARCHITECTURAL DETAILS NO YES YES YES

ARCHITECTURE A-501.1 ARCHITECTURAL DETAILS NO NO YES YES

ARCHITECTURE A-502 ARCHITECTURAL DETAILS NO YES YES YES

ARCHITECTURE A-503 ARCHITECTURAL DETAILS NO YES YES YES

ARCHITECTURE A-503.1 ARCHITECTURAL DETAILS NO NO YES YES

ARCHITECTURE A-504 ARCHITECTURAL DETAILS NO YES YES YES

NO REVISIONS DATE

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

Expires 6.30.16Expires: 6/30/18

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS. WHEN

REQUIRED BY 2016 CALIFORNIA BUILDING CODE STANDARDS , ALL WORK MUST BE

INSPECTED AND APPROVED BY LOCAL AUTHORITIES .

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR(S) PRIOR TO FABRICATION AND CONSTRUCTION. ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS, WHICH

AFFECT THE SCOPE AND INTENT OF THE WORK DESCRIBED IN CONSTRUCTION

DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COR

IMMEDIATELY.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL

DUCT SIZES AND LOCATIONS.

5. WALL OUTLETS, ETC. TO BE INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

6. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL SCOPE OF WORK

ONLY AND IS NOT INTENDED TO BE INCLUSIVE OF ALL WORK REQUIRED TO

COMPLETE FULL SCOPE OF WORK.

7. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND

COR.

8. FIELD VERIFICATION: BEFORE BIDDING AND DURING CONSTRUCTION,

CONTRACTOR SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE REFLECTED

BY THE CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT AND

COR PRIOR TO BIDDING OR PERFORMING WORK RELATED TO ANY DISCREPANCIES.

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

9. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS, SUBCONTRACT, OR

MATERIAL CONFLICTS NOT BROUGHT TO THE ARCHITECT'S AND COR'S ATTENTION

PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE

MORE COSTLY TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR

MATERIAL. CONTRACTOR WORK EFFORT SHALL NOT DISRUPT OR OTHERWISE

IMPACT NORMAL VA OPERATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF

THE VA. THIS MAY REQUIRE THAT THE WORK EFFORT BE PERFORMED DURING NON-

WORKING HOURS.

10. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE

CONTRACT. HOWEVER, THE CONTRACTOR SHALL COORDINATE ITS WORK, WITH

WORK INDICATED AS NIC.

11. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER,

INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF

WORK, NOISY OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE

SPECIFICATIONS.

12. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE PLACEMENT OF

EACH TRADE'S WORK SO THAT THERE ARE NO CONFLICTS AND NO SYSTEM'S

OPERATION OR FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO

COORDINATE PENETRATIONS THROUGH FOUNDATIONS, FLOORS, WALLS AND

CEILING SPACES. SEE SPECIFICATIONS.

13. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO ARCHITECT AND

COR, BETWEEN DISSIMILAR METALS. SEE SPECIFICATIONS.

14. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES,

DEVICES, MECHANICAL, PLUMBING OR ELECTRICAL ITEMS. SEE ARCHITECTURAL,

INTERIOR, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL ELEVATION

COORDINATION.

15. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK PERMITS TO BE

COORDINATED WITH COR. SUBMIT CERTIFICATIONS AS REQUIRED BY THE

SPECIFICATIONS.

16. ALL EXCAVATIONS AND TRENCHES 24 INCHES IN DEPTH OR GREATER SHALL

REQUIRE A WRITTEN TRENCHING AND EXCAVATION PERMIT AS REQUIRED BY THE

SPECIFICATIONS.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE, CONTACT ARCHITECT AND COR PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH

ARCHITECT AND COR PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS CONTRACTOR

SHALL VERIFY DIMENSIONS AND RECOMMEND DIMENSIONAL MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO CONTAIN DIMENSIONAL INFORMATION

RELATED TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE 16THS OF AN INCH, BUT STANDARD MASONRY CONSTRUCTION

TOLERANCES MAY BE +/- 1/4").

6. THE CANOPY ROOF GLAZING BASIS OF DESIGN IS CPI, 12 MM CUSTOM STRUCTURAL LOW RISE VAULT.

ALTERNATE SOLUTIONS REQUIRE ENGINEERING SUBMISSIONS TO BE DEVELOPED BY A LICENSED CA SE IN CONJUNCTION WITH THE SELECTED SYSTEM AND SUBMITTED TO THE VA/DOR FOR APPROVAL. PRODUCTS

AND SYSTEMS WITH AN INFERIOR WARRANTY AND/OR PERFORMANCE WILL NOT BE CONSIDERED.

ALTERNATE SYSTEMS THAT CHANGE THE STRUCTURAL DESIGN OF THE CANOPY MUST BE SUBMITTED WITH FULLY ENGINEERED STRUCTURAL DRAWINGS AT THE TIME OF PRODUCT SUBMISSION. WHEN RESIZING OF STRUCTURAL ELEMENTS IMPACTS THE CHARACTER, USEFULNESS, OR LIFESPAN OF THE DESIGN SOLUTION IT SHALL RESULT IN A REJECTION OF THE SUBMITTED ALTERNATE SYSTEMS.

STRUCTURAL STEEL IS DESIGNED FOR ASSUMED HORIZONTAL THRUST FORCES FROM TRANSLUCENT

PANELS.

FLOOR PLAN DIMENSIONS

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR, FROM OUTSIDE

GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF

MASONRY WALLS, OR BOTH FACES OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS BETWEEN CANOPY COLUMNS, ARE NOTED "CLR"

OR "CLEAR" AND ARE SHOWN TO THE FACES OF FINISHES.

5. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR SEPARATION REQUIRED.

VERTICAL DIMENSIONS

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS REFERENCED TO A GROUND ELEVATION ABOVE MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR STRUCTURAL DRAWINGS.

ELEVATIONS BELOW 0'-0" ARE "-" (PREFIXED WITH A MINUS SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF DECKING

OR SHEATING, BUT DO NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD- BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH OPENINGS). HEIGHT REFERENCES

SHOULD BE TO THE NEXT LOWER FINISH FLOOR ELEVATION

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO. EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES FROM THE FINISHED FLOOR ELEVATION (FFE) NEXT

TO IT.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY PORTABLE FIRE

EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE COURSE OF CONSTRUCTION. EACH

EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL

EXTINGUISHERS SHALL BE U.L. LABELED AND SHALL BE DRY CHEMICAL TYPE.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRINKLER SYSTEMS ARE TO BE MAINTAINED.

EXIT AND EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY; CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES

1. BUILDINGS 2, 22 AND 22A (CENTRAL PLANT) ARE EQUIPPED WITH RATED DOOR ASSEMBLIES AND THEY

ARE NOT AFFECTED WITH THIS PROJECT. EXISTING RATINGS ARE TO BE MAINTAINED.

2. BUILDINGS 1, 24, 31, 32 AND OPC ARE EQUIPPED WITH RATED DOOR ASSEMBLIES. EXISTING RATINGS

ARE TO BE MAINTAINED. .

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED

MANNER.

2. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A UL APPROVED METHOD AND MATERIAL APPROVED BY BUILDING, MEETING THE EXISTING FLOOR/

WALL RATING.

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL

FOR NEW WORK AND THE MPI MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD PAINTING AND FINISHING AS REQUIRED BY STANDARD PRACTICE, MANUFACTURER OR

SPECIFICATION. REQUIRED COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP PRIMING,

SURFACE TREATMENT AND FINISHING. THE WORK ALSO INCLUDES PAINTING CLEANUP AND

REMOVAL OF OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS MAY REQUIRE OTHER

TYPES OF PAINTING, INCLUDING, BUT NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED OTHERWISE, CONTRACTOR IS TO FIELD PAINT

INTERIOR AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES, WHETHER OR NOT

PREVIOUSLY PAINTED, AND ALL NEW ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL AND EXPOSED PIPING AND FITTINGS

(INCLUDING IRON AND PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE SHALL BE SEALED,

UNLESS NOTED OTHERWISE OR NOT RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS, SPECIFICATIONS AND PAINTING GENERAL

NOTES. THESE SOURCES ARE COMPLEMENTARY, NOT MUTUALLY EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD PAINTING OF INTERIOR AND

EXTERIOR EXPOSED PIPES, DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND PRIMED

METAL SURFACES OF EQUIPMENT IN EXPOSED AREAS INSTALLED UNDER MECHANICAL AND

ELECTRICAL WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF ELECTRICAL AND

MECHANICAL WORK IN ELECTRICAL AND MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF PIPING FOR MECHANICAL AND

PLUMBING WORK IS COVERED IN THE MECHANICAL OR PLUMBING SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT AN EDGE, CORNER, CHANGE OF

MATERIALS OR CHANGE OF PAINT COLOR. COMPLETED PAINTING SHALL NOT IMPEDE THE

INTENDED OPERATION OF ANY ITEM, SUCH AS WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE REPAIRED AS REQUIRED. PAINT

TEXTURE, GLOSS AND COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA ON ONE

SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF TEXTURE, GLOSS AND COLOR CANNOT BE

MATCHED, THE ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT PAINT ITEMS THAT ARE SPECIFIED

FACTORY-FINISHED OR INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE INDICATED, DO NOT

PAINT SUCH ITEMS AS ACOUSTIC MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL EQUIPMENT, SWITCH AND OUTLET

PLATES, THERMOSTATS, LIGHTING FIXTURES, SWITCHGEAR, MOTORS, DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO PAINT AN ITEM

OR SURFACE, CONTACT THE COR FOR INSTRUCTIONS PRIOR TO PAINTING.

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT METAL

SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE, COPPER,

BRASS, BRONZE AND SIMILAR FINISHED MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT SURFACES SUCH AS

WALLS AND CEILINGS IN CONCEALED AND GENERALLY INACCESSIBLE AREAS, INCLUDING FURRED

AREAS, UTILITY TUNNELS, PIPE SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF OPERATING UNITS SUCH AS VALVES, DAMPER OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT SENSING OR EMITTING DEVICES THAT MIGHT NOT FUNCTION PROPERLY IF

PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AT COMPLETION OF WORK.

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR WET\DAMP LOCATIONS. PROPER

PRIMING MUST BE USED WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO ENHANCE APPEARANCE AND FINISH AT INTERIOR APPLICATIONS AND IN SOME SITUATIONS TO REDUCE AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER PENETRATIONS (FIRE CAULKING) AND TO DECREASE SOUND TRANSMISSION THROUGH WALLS AND CEILINGS. OTHER USES MAY BE NOTED IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING SHOULD BE USED, CONTACT THE

ARCHITECT.

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED) SHALL BE USED AT HORIZONTAL AND

VERTICAL CONCRETE JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION JOINT MATERIAL, AS REQUIRED, SHALL BE

USED AT MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF SEALANT BETWEEN PERIMETER SOLE

PLATES AND FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR THRESHOLDS IN SEALANT

UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND INTERIOR WALL MOUNTED EQUIPMENT

FRAMES AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS BETWEEN DIFFERENT WALL MATERIALS

(TILE TO BRICK, CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND CEILING PIPE PENETRATIONS. WHERE

ESCUTCHEONS ARE SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS, LIGHTING, VENTS, ETC.

FIRE LIFE SAFETY NOTES

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING, DAMAGED DURING

CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE MEANS OF

EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT POSSIBLE TO MAINTAIN FIRE-

RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION AND/OR MEANS OF EGRESS,

TEMPORARY CONSTRUCTION BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED AT ALL

TIMES PER LOCAL FIRE DEPARTMENT.

2. FIRE DEPARTMENT WATER MAINS AND FIRE HYDRANTS SHALL BE OPERATIONAL AT ALL

TIMES AND SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT.

3. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR BUILDINGS UNDER CONSTRUCTION. THE

NUMBER AND TYPE OF EXTINGUISHERS SHALL BE AS REQUIRED BY THE STATE FIRE

MARSHAL OR LOCAL FIRE DEPARTMENT.

4. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

5. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH LOCAL FIRE

CODES.

6. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES PER

LOCAL FIRE CODES.

7. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL TIMES.

TEMPORARY EXITING SHALL BE APPROVED BY THE STATE FIRE MARSHAL OR BY THE LOCAL

FIRE DEPARTMENT.

8. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

9. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE FLAME-

RETARDANT.

10. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING ALTERATIONS. WHEN

REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT, HEAT DETECTORS

MAY BE SUBSTITUTED FOR SMOKE DETECTORS DURING ALTERATIONS.

11. ALL FIRE HYDRANTS, WATER SUPPLY TO FIRE HYDRANTS, AND FIRE DEPARTMENT

VEHICLE ACCESS ROADWAYS SHALL BE INSTALLED, TESTED AND PLACED IN SERVICE

PRIOR TO AND DURING THE TIME OF CONSTRUCTION. INSTALLATION MUST BE COORDINATED

WITH LOCAL FIRE DEPARTMENT IN THE FIELD.

1 HALF-TONED OR LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED BOLD LINES

INDICATE EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY, AND SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES TO MEET APPROVAL OF CODE AGENCIES.

COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE

ITEMS SHALL BE IDENTIFIED DURING THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS, VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO MAINTAIN THE INTEGRITY OF

THE WALL AND/OR ROOF.

5. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-WAY OF THE PROJECT SITE WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH THE LATEST OSHA REQUIREMENTS. COORDINATE CONTRACTOR STAGING

AREA WITH TEMPORARY ACCESSIBLE PARKING AND PUBLIC ACCESS WITH OWNER PRIOR TO

CONSTRUCTION. PROTECT PARKING SIGNAGE WITHIN PROJECT AREA.

6. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND DEMOLITION FOR RELATED DEMOLITION WORK.

7. SEE CIVIL DRAWINGS FOR ADDITIONAL PROJECT RELATED UTILITY & DEMOLITION WORK AND PROJECT

PHASING NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH OWNER AND TENANTS.

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

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GENERAL PROJECT NOTES

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES GENERAL PAINTING NOTES

GENERAL SEALANT / CAULKING NOTES

GENERAL DEMOLITION AND PHASING NOTES

BUILDING CODE DATA

APPLICABLE BUILDING CODES

1. 2015 NFPA 101 LIFE SAFETY CODE & NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE & NFPA 13

STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

2. NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

3. OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

4. VA SEISMIC DESIGN REQUIREMENTS, H-18-8

5. 2011 NATIONAL ELECTRICAL CODE (NEC)

6. INTERNATIONAL PLUMBING CODE (IPC)

7. ASME BOILER AND PRESSURE VESSEL CODE

8. ASME CODE FOR PRESSURE PIPING

9. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

10. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE

AND COMMENTARY (ACI 318)

11. MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

12. ENERGY POLICY ACT OF 2005 (EPACT)

13. DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10

CFR PARTS 433, 434 AND 435

14. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

15. EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT

16. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS

SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

17. SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007

18. 2015 INTERNATIONAL BUILDING CODE (IBC) WHERE DIRECTED BY VA STANDARDS

19. VA FIRE PROTECTION DESIGN GUIDE, 6TH EDITION (2011)

NO REVISIONS DATE

R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

SOLAR PANELS

SOLAR PANELS

H

H H H H

H H H H H H

H

HHHHH

H

H

H

H

H

G

G a s

M A

T C

H L

IN

E

P H

A S

E

M A

T C

H L

IN

E

P H

A S

E

M A

T C

H L

IN

E

P H

A S

E

M A

T C

H L

IN

E

P H

A S

E

TEMPORARY COVERED PEDESTRIAN LINK,

ALTERNATE ACCESS DURING CONSTRUCTION.

PROVIDE 10' CLEAR MIN. WALKWAY

NEW INTEGRATED

SYSTEMS CANOPY

NEW PEDESTRIAN ENTRY

CANOPY

AS100.1

AS100.2

AS100.3

SEE M/P/E DRAWINGS

FOR WORK IN CLC

SEE M/P/E DRAWINGS

FOR BLDG INTERIORS

AREA OF SITE WORK,

SEE ALL DISCIPLINES

DRAWINGS FOR

ADDITIONAL

INFORMATION

AS100.4

AS100.5

TEMPORARY

PEDESTRIAN

LINK

ADD

ALTERNATE

PHASE 1

PHASE 2

PHASE 3

MATCHLINE PHASE 1

PEDESTRIAN LINK

B25 B31

(CLC)

B2

B22

B22A

B36 B3

B8

B7

LOT C

LOT A

B27

LOT B

LOT C

LOT C

TRAILERS

B1

B19

LOT D

B34

B17

B24B1 & B24 BREEZEWAY

LOT E

B32

LOT F

STAGING AREA

7,900 SF

DO NOT ENCROACH ON

STAINED CONCRETE

SLAB ON GRADE

EXISTING

STREETLIGHT

TO REMAIN,

CONTRACTOR

TO PROTECT

MATCHLINE

PHASE 3

EXIT ONLY,

NO ACCESS

MATCHLINE PHASE 1

PEDESTRIAN LINK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AS100.3

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Departmen…