2. 570-21-108_VA Fresno Exterior Drawings.pdf

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% NOT FOR CONSTRUCTION

BID DOCUMENTS

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT / ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

570-21-108VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

REPAIR EXTERIOR FINISHES BLDG 1 & OPC

2615 EAST CLINTON AVENUE

FRESNO, CA 93703-2223

1-23-2026

Project Director

9000 Wessex Place, Suite 202, Louisville, KY 40222 www.paradigmusa.com

FULLY SPRINKLERED

AR TL

1-23-2026

Au to de sk

D oc s:

//F

R E2

- F re sn o

R ep ai r E xt er io r F in is he s, B ui ld in g

O ut pa tie nt

/F R

E2

1- A

- V A

Fr es no E xt er io r.r vt 1/

/2

4:

:5

PM

G000

COVER SHEET

FRESNO VAMC REPAIR EXTERIOR FINISHES, BUILDING 1 & OPC

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA PROJECT NO: 570-21-108

APN: 445-270-08

ADDRESS: 2615 CLINTON AVE, FRESNO CA 93703

SITE ACRES: 16.75

BUILDING AREA: 247,860 SF

GOVERNING AGENCY: UNITED STATES OF AMERICA, U.S. DEPT. OF VETERANS AFFAIRS

SCOPE OF WORK: SCOPE OF WORK IS LIMITED TO THE EXTERIOR FINISHES REPAIRS OF THE BUILDING, EXTERIOR GLAZING REPLACEMENT, AND ROOF REPLACEMENT. IT IS ENVISIONED THAT WORK INSIDE THE BUILDING WILL BE LIMITED TO ACCESS

TO THE EXTERIOR FACADE. THERE ARE NO CHANGES TO ANY USE WITHIN THE FACILITY.

REFER TO SHEET G002 FOR A DETAILED DESCRIPTION OF THE SCOPE OF WORK AND ADD ALTERNATES.

SCOPE 1 - BUILDING 1 AND OPC ENVELOPE REPAIRS | AREA OF EXTERIOR FACADES: 92,822 SF

SCOPE 2 - BUILDING 1, OPC, OPC 2 GLAZING | AREA OF DISTURBANCE: 1,175 SF

SCOPE 3 - ROOF REPAIR OF LOWER ROOF OF OPC & WEST WING OF BUILDING 1 | AREA OF REPAIR WORK: 20,444 SF SCOPE 4 - STAIR ACCESS FROM OPC TO BUILDING 1 CHAPEL ROOF | AREA OF DISTURBANCE: 10 SF SCOPE 5 - REPAIR STOREFRONT NORTH, SOUTH & EAST DEMOLITION VESTIBULE BUILDING 1 | AREA OF REPAIR WORK: 113 SF

SCOPE 6 - OPC BALLAST ROOF DEMOLITION | OPC ROOF AREA REPLACEMENT: 11676 SF

SCOPE 7 - BUILDING 1 WEST WING ROOF, BRIDGE ROOF & CHAPEL ROOF REPLACEMENT | WEST WING BLDG 1 ROOF AREA

REPLACEMENT: 16432 SF

BUILDING OCCUPANCY: I-2 HOSPITAL, B - OFFICE, OUTPATIENT CLINIC

CONSTRUCTION TYPE: I-A WITH AUTOMATIC FIRE SPRINKLERS

ALLOWABLE BUILDING AREA: UNLIMITED

ALLOWABLE BUILDING HEIGHT: UNLIMITED

1- THE INTENT OF THESE CONTRACT DRAWINGS ARE TO PRESCRIBE THE CONSTRUCTION AND COMPLETION OF THE WORK. WHERE THE CONTRACT DRAWINGS DESCRIBE PORTIONS OF THE WORK OR EQUIPMENT IN GENERAL TERMS, BUT NOT IN COMPLETE DETAILS OR REQUIRED HARDWARE OR DEVICES, THE BEST GENERAL PRACTICE SHALL BE FOLLOWED AND ONLY NEW MATERIAL AND WORKMANSHIP OF BEST STANDARD QUALITY SHALL BE USED, UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND INCIDENTALS WHICH ARE NECESSARY TO COMPLETE THE WORK IN A

SUBSTANTIAL AND WORKMANLIKE WAY.

2- THE CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITION AND THE EXTENT OF THE WORK. THE CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS SHOWN ON THE DRAWINGS.

REASONABLE ASSUMPTIONS SHALL BE MADE FOR ITEMS NOT CLEARLY VISIBLE AND COST SHALL BE INCLUDED IN THE CONTRACT.

WAIVER OF RESPONSIBILITY OR REQUEST FOR ADDITIONAL PAYMENT BASED ON LACK OF KNOWLEDGE OF THE EXISTING CONDITION

AT THE SITE SHALL BE NOT ACCEPTED.

3- ALL OF THE CONSTRUCTION WORK INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING SHALL BE PERFORMED BY REGISTERED AND LICENSED CONTRACTORS. EACH CONTRACTOR IS RESPONSIBLE FOR THEIR PART OF CONSTRUCTION WORK FOR

CONSTRUCTION MEANS, METHODS, PROCEDURES AND SAFETY OF THE CONSTRUCTION CREW.

4- THE CONTRACTORS SHALL FOLLOW APPLICABLE CODES AND REGULATIONS IN PERFORMING THE CONSTRUCTION WORK INCLUDING THE SAFETY REQUIREMENTS OF THE JOB SITE. NO WORK SHALL BEGIN PRIOR TO ISSUING OF THE BUILDING PERMIT.

NOTIFY THE ARCHITECT OF ANY CHANGES MADE ON THE PERMIT PLANS, INCLUDING SUBCONTRACTOR'S PERMITS, PRIOR TO

COMMENCEMENT OF THE CONSTRUCTION WORK.

5- ALL EQUIPMENT SHALL BE NEW (UNLESS NOTED OTHERWISE) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATION UNLESS NOTED OTHERWISE.

6- THE CONSTRUCTION WORK SHALL BE PERFORMED IN AN OCCUPIED BUILDING, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE NOISE AND DUST DOWN IN ORDER NOT TO DISTURB THE OCCUPANTS. COORDINATE THE WORK WITH RESPECTIVE TENANT AND NOTIFY THEM OF ANY DISRUPTION IN BUILDING SERVICES PRIOR TO SUCH WORK. SCHEDULE THE CONSTRUCTION WORK IN ORDER TO MINIMIZE DISRUPTION TO THE TENANT OPERATION. THE CONTRACTOR SHALL OBTAIN THE TENANT'S APPROVAL OF THE

CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF THE CONSTRUCTION WORK.

7- THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL THE DIMENSIONS AND JOB CONDITIONS. NOTIFY THE ARCHITECT OF ANY DEVIATIONS AND/OR DISCREPANCIES BEFORE ANY CONSTRUCTION OR FABRICATION. CONTRACTORS SHALL NOT OBTAIN

DIMENSIONS BY SCALING THE PLANS.

8- THE CONTRACTORS SHALL COORDINATE ALL DETAILS WITH PLANS AND WHERE DETAILS NOT SHOWN ON THE DRAWINGS, IF NECESSARY, PREPARE SHOP DRAWINGS SHOWING COMPLETE DETAILS FOR CONSTRUCTION AND RELATION TO ADJACENT ELEMENTS. THE SHOP DRAWINGS SHALL BE FORWARDED TO THE ARCHITECT FOR REVIEW AND COMMENT.

9- ALL PAINTS, CARPET AND OTHER FINISHES SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES FOR FLAME SPREAD AND

SMOKE DEVELOPMENTS, ETC.

10- WHERE WALLS, FINISHES, ETC. ARE INDICATED TO BE REMOVED, REPAIR AND PREPARE THE REMAINING SURFACES FOR THE NEW FINISHES AND PROVIDE LABOR AND MATERIALS NEEDED FOR A COMPLETE REFINISHING JOB.

11- WHERE ITEMS ARE REQUIRED TO BE RELOCATED, PROVIDE MEANS NEEDED FOR RELOCATION AND COMPLETE REINSTALLATION.

12- IF AN ITEM SPECIFIED IS NOT AVAILABLE IN THE MARKET WITHIN THE TIME FRAME REQUIRED, SUBMIT A SUBSTITUTE TO THE ARCHITECT FOR APPROVAL. SUBSTITUTED ITEM(S) SHALL MEET OR EXCEED THE REQUIREMENTS OF THOSE SPECIFIED, UNLESS

NOTED THAT SUBSTITUTIONS ARE NOT ACCEPTABLE.

13- DISPOSE MATERIALS AND ITEMS REMOVED FROM BUILDING OFF SITE AT THE END OF EACH DAY.

14- THE CONTRACTORS IS RESPONSIBLE TO NOTIFY THE LOCAL BUILDING INSPECTION AUTHORITIES FOR INSPECTION, AS REQUIRED, DURING THE CONSTRUCTION. OBTAIN ALL FINAL INSPECTIONS AND APPROVALS PRIOR TO THE SUBSTANTIAL

COMPLETION OF THE WORK AND ALL THE APPROVAL NOTICES TO THE OWNER.

15- THE CONTRACTOR SHALL GUARANTEE THAT THE ENTIRE WORK OF THIS CONTRACT BE FREE OF DEFECTS FOR ONE YEAR FROM COMPLETION OF THIS CONTRACT. ANY DEFECT OCCURRING DURING THE GUARANTEE PERIOD SHALL BE CORRECTED AT NO COST TO THE OWNER AND PROMPTLY CORRECTED. FORWARD ALL MANUFACTURER'S WARRANTIES, WHERE APPLICABLE TO THE OWNER.

16- IN CASE OF DISCREPANCIES BETWEEN DIFFERENT PARTS OF PLANS, DETAILS BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL APPLY, UNLESS OTHERWISE DETERMINED BY THE ARCHITECT. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PROMPTLY. CONTRACTOR SHALL PROVIDE CREDIT, IF LESS STRINGENT REQUIREMENT SELECTED BY THE

ARCHITECT.

17- EXCLUSION OF THE REQUIREMENTS OF THESE DRAWINGS FROM THE CONSTRUCTION CONTRACT IS NOT ACCEPTABLE.

REASONABLE ASSUMPTION SHALL BE MADE FOR TIME REQUIRED TO OBTAIN LOCAL PERMITS AND TIME SHALL BE CONSIDERED IN THE CONSTRUCTION SCHEDULE. REQUEST FOR ADDITIONAL TIME FOR OBTAINING REQUIRED PERMITS WILL NOT BE ACCEPTABLE.

ALL REQUIRED PERMIT APPLICATIONS AND SUBMITTALS SHALL BE DONE IN A TIMELY FASHION AND IMMEDIATELY AFTER THE AWARD

OF THE CONSTRUCTION CONTRACT IN ORDER NOT TO DELAY THE APPROVAL PROCESS.

GENERAL NOTES

NVICINITY MAP AREA MAP

PROJECT VICINITY PROJECT SITE

G000 COVER SHEET

G001 ABBREVIATIONS & SYMBOLS

G002 SCOPE OF WORK NARRATIVE AND ADD ALTERNATES

G003 SCOPE OF WORK - MINIMUM BID QUANTITIES

AD100 LEVEL 1 DEMO FLOOR PLAN

AD200 OVERALL DEMO ROOF PLAN

AD308 DEMO-ENLARGED NORTH VESTIBULE ROOF PLAN & ELEV

AD309 DEMO-ENLARGED EAST VESTIBULE ROOF PLAN & ELEV

AD310 DEMO-ENLARGED SOUTH VESTIBULE ROOF PLAN & ELEV

AD502 ROOF - B1 EAST DEMO PLAN

AD503 OPC ROOF DEMO PLAN

A100 LEVEL 1 FLOOR PLAN

A200 OVERALL ROOF PLAN

A301 OVERALL NORTH AND EAST ELEVATIONS

A302 OVERALL SOUTH AND WEST ELEVATIONS

A303 ENLARGED EAST ELEVATION

A304 ENLARGED NORTH ELEVATION

A305 ENLARGED PARTIAL SOUTH ELEVATION

A306 ENLARGED WEST ELEVATION

A307 ENLARGED PARTIAL NORTH AND SOUTH ELEVATIONS

A308 NEW-ENLARGED NORTH VESTIBULE PLANS & ELEV.

A309 NEW-ENLARGED EAST VESTIBULE PLANS & ELEV.

A310 NEW-ENLARGED SOUTH VESTIBULE PLANS & ELEV.

A311 NEW - VESTIBULE DETAILS

A312 OPC PENTHOUSE ELEVATIONS

A313 ELEVATOR MACHINE ROOM ELEVATIONS

A314 ENLARGED PARTIAL BLDG 1 SOUTH ELEVATION

A315 EAST WING BUILDING PENTHOUSES

A400 ENLARGED CHAPEL ROOF BRIDGE

A401 ENLARGED CHAPEL ROOF BRIDGE - STAIR DETAILS

A402 CORRIDOR ICRA PLAN

A403 ICRA MATRIX FOR CORRIDOR WORK

A501 BUILDING 1 ROOF PLAN - EAST WING

A502 BUILDING 1 ROOF PLAN - WEST WING

A503 OPC ROOF PLAN

A801 TERRA COTTA/ CONCRETE REPAIR DETAIL

A802 TERRA COTTA/ CONCRETE REPAIR DETAILS CONT.

A803 TERRA COTTA/ CONCRETE REPAIR DETAILS

A804 TERRA COTTA/ CONCRETE REPAIR DETAIL CONT.

A806 STUCCO AND EIFS DETAILS

A807 CONCRETE/ WINDOW SILL REPAIR DETAILS

A808 METAL SUNSHADE DETAILS

A810 STOREFRONT DETAILS - ALT A

A811 STOREFRONT DETAILS - ALT B

A812 OPC WINDOWS - LEVEL 1

A813 OPC WINDOWS - UPPER LEVELS

A820 ROOF DETAILS

A821 ROOF DETAILS

A830 DOOR SCHEDULE

SG.1 STRUCTURAL NOTES AND INDEX SHEET

SG.2 STRUCTURAL SPECIAL INSPECTION NOTES

S2.3 PARTIAL FRAMING PLAN - LEVEL 3

S5.1 TYPICAL DETAILS

EG.1 ELECTRICAL COVER SHEET

EP2.1 ELECTRICAL DEMOLITION AND REMODEL PLAN - LEVEL 1

EP2.2 ELECTRICAL REMODEL PLAN - CHAPEL ROOF

H0.1 HVAC GENERAL NOTES & SHEET INDEX

H2.1 VESTIBULE PARTIAL FLOOR PLAN

N

PROJECT INFORMATION

APPLICABLE CODES

APPLICABLE STANDARDS

2021 IBC, 2021 INTERNATIONAL BUILDING CODE, PREPARED BY THE

INTERNATIONAL CODE COUNCIL, WASHINGTON, D.C.

CBC 2022, CALIFORNIA BUILDING CODE

ASCE 7-16, SUPPLEMENT 1 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

NATIONAL ELECTRICAL SAFETY CODE, ANSI C2

NFPA 10-2021, STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13-2021, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 14-2021, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

NFPA 20-2021, STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

NFPA 72-2021, NATIONAL FIRE ALARM AND SIGNALING CODE

NFPA 88A-2021, STANDARD FOR PARKING STRUCTURES

NFPA 101-2021, LIFE SAFETY CODE

ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES, AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA.

CISPI 310, SPECIFICATION FOR COUPLING FOR USE IN CONNECTION WITH HUBLESS CAST IRON SOIL PIPE AND FITTINGS FOR SANITARY AND STORM DRAIN, WASTE, AND VENT PIPING APPLICATIONS, 2012.

U.S. DEPARTMENT OF VETERANS AFFAIRS, PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES, 2019

U.S. DEPARTMENT OF VETERANS AFFAIRS, H-18-8 SEISMIC DESIGN REQUIREMENTS, 2019

U.S. DEPARTMENT OF VETERANS AFFAIRS, PG-18-10 DESIGN MANUALS.

U.S. DEPARTMENT OF VETERANS AFFAIRS, VA PARKING DESIGN MANUAL, 2016.

U.S. DEPARTMENT OF VETERANS AFFAIRS, PHYSICAL SECURITY DESIGN MANUAL, 2015.

U.S. DEPARTMENT OF VETERANS AFFAIRS VA ARCHITECTURAL DESIGN MANUAL, 2014.

U.S. DEPARTMENT OF VETERANS AFFAIRS, VA HEALING ENVIRONMENTS DESIGN GUIDELINES, 2016.

U.S. DEPARTMENT OF VETERANS AFFAIRS, VA MENTAL HEALTH DESIGN GUIDE, 2017

U.S. DEPARTMENT OF VETERANS AFFAIRS, VA SIGNAGE AND WAYFINDING DESIGN MANUAL,

SECTIONS 04 AND 05, 2012.

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS, 2015

NATIONAL ELECTRICAL MANUFACTURER’S ASSOCIATION (NEMA)

SHEET LIST

GENERAL

DEMOLITION

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

MECHANICAL

Revisions: Date:

Ø DIAMETER

& AND

@ AT

# NUMBER, POUND

± APPROXIMATELY

(E) EXISTING

AB ANCHOR BOLT

ABR ABRASIVE

ABV ABOVE

AC AIR CONDITIONING

ACC ACCESS(IBLE)

ACIP ARCHITECTURAL CAST IN PLACE CONCRETE

ACOUS ACOUSTIC(AL)

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADH ADHESIVE

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AIB AIR INFILTRATION BARRIER

AL ALUMINUM

ALTALTERNATE

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

AVB AIR & VAPOR BARRIER

BD BOARD

BG BUMPER GUARD

BIT BITUMINOUS

BKR BACKER

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM, BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES, BACKSPLASH

BSMT BASEMENT

BTWN BETWEEN

C/C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN, CHALKBOARD, CONTROL BOX

CBP COMPOSITE BUILDING PANEL

CEM CEMENT

CFI CONTRACTOR FURNISHED AND INSTALLED

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CH CEILING HEIGHT

CI CAST IRON

CIP CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CL CENTERLINE, CLOSET

CLG CEILING

CLR CLEAR

CMPTR COMPUTER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

COMP COMPRESSIBLE

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

COORDCOORDINATE

CORR CORRIDOR, CORRUGATED

CP COMMON PATH (OF TRAVEL)

CPT CARPET

CR CRASH RAIL

CRS COURSE

CS CAST STONE

CSK COUNTERSUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CTS COUNTERTOP SINK

CUB CUBICLE

CUH CABINET UNIT HEATER

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIMDIMENSION

DISP DISPENSER

DMPF DAMPPROOFING

DN DOWN

DO DITTO

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWL DOWEL

DWR DRAWER

DWTR DUMBWAITER

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION (GRADE, FLOOR)

ELEC ELECTRIC(AL)

ELEV ELEVATION (BLDG), ELEVATOR

EMBMT EMBEDMENT

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER(ING)

ENTR ENTRANCE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EXTR EXTRUDED

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FGB FIBERGLASS FACED SILICONE TREATED

GYPSUM CORE SHEATHING BOARD

FGL FIBERGLASS

FH FLATHEAD

FIN FINISH

FL FLASHING

FLDG FOLDING

FLR FLOOR

FLUOR FLUORESCENT

FM FLOOR MAT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOW FACE OF WALL

FP FROST PROOF

FPRF FIREPROOF(ED)(ING)

FR FRAME

FRT FIRE RETARDANT TREATED

FS FAR SIDE, FULL SIZE

FSFG FIRE SAFING

FSP FIRE STAND PIPE

FT FOOT, FEET

FTG FOOTING

FTR FINNED TUBE RADIATION

FURN FURNITURE

FURR FURRING

FUT FUTURE

FWC FABRIC WALL COVERING

FXTR FIXTURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRG GLASS FIBER REINFORCED GYPSUM

GGBFS GROUND GRANULATED BLAST FURNACE SLAG

GL GLASS

GR GRADE

GRC GLASS FIBER REINFORCED CONCRETE

GRL GRILLE

GRTG GRATING

GSF GROSS SQUARE FEET

GSKT GASKET

GWB GYPSUM WALLBOARD

GYP GYPSUM

H HIGH

HC HANDICAPPED

HCT HANDICAPPED ACCESSIBLE TOILET

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HFS HALF FULL SIZE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HIGH PRESSURE,

HORSE POWER

HR HOUR, HANDRAIL

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDING

INS INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JB JUNCTION BOX

JCTJUNCTION

JSTJOIST

JT JOINT

K KIP

KIT KITCHEN

KO KNOCK OUT

KPL KICK PLATE

L LONG

LAB LABORATORY

LAM LAMINATE(D)(ION)

LAT TIELATERAL TIEBACK FOR APC PANEL

LAV LAVATORY

LB POUND

LIN LINEAR

LKR LOCKER

LL LIVE LOAD, LEAD LINED

LLHLONG LEG HORIZONTAL

LLVLONG LEG VERTICAL

LP LIGHT PROOF, LOW PRESSURE, LOW POINT

LTG LIGHTING

LVR LOUVER

M METER

M MEN'S

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIFRC MASTIC INTUMESCENT FIRE RESISTIVE COATING

MINMINIMUM

MIRMIRROR

MISC MISCELLANEOUS

MJ MOVEMENT JOINT (IN MASONRY)

MLDG MOLDING

MLWK MILLWORK

MM MILLIMETER

MO MASONRY OPENING

MSCQ METAL STUD CURTAIN WALL

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MWMINERAL WOOL

MWF MEMBRANE WALL FLASHING

N NORTH

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NS NEAR SIDE

NSF NET SQUARE FEET

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

PAR PARALLEL

PASS PASSAGE, PASSENGER

PB PUSH BUTTON

PBD PARTICLE BOARD

PC PRECAST (STRUCTURAL)

PED PEDESTAL

PER PERIMETER

PERP PERPENDICULAR

PF PREFABRICATED PANEL

PGBD PEGBOARD

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLAT PLATFORM

PLBG PLUMBING

PLK PLANK

PLWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNT PAINT

PR PAIR

PREFAB PREFABRICATED

PRELIMPRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED

(FOR MOISTURE)

PTD PAINTED

PTN PARTITION

QT QUARRY TILE

R RISER

RAD RADIUS

RAF RAISED ACCESS FLOOR

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATION

REG REGISTER

REINF REINFORCE(D)(ING)(MENT)

REQD REQUIRED

RES RESILIENT

RET RETAINING, RETURN

REV REVISION

RFG ROOFING

RJ RUSTICATION JOINT

RLG RAILING

RM ROOM

RO ROUGH OPENING

RS RESILIENT SHEET

RT RESILIENT TILE

RWC RAIN WATER CONDUCTOR

SAFB SOUND ATTENUATION FIRE BLANKET

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SECT SECTION

SECY SECRETARY

SF SQUARE FEET

SFRM SPRAYED FIRE-RESISTANT MATERIAL

SGL SINGLE

SH SHELF

SHR SHOWER

SHT SHEET(ING)

SHTNG SHEATHING

SIMSIMILAR

SK SINK

SL SEALANT

SMLS SEAMLESS

SP SPACE(ING)

SPEC SPECIFICATION

SPF SPRAY FOAM

SPFI SPRAY POLYURETHANE FOAM INSULATION

SPKR SPEAKER

SPR SPRINKLER

SPD STERILE PROCESSING DEPARTMENT

SQ SQUARE

SR SERVICE RECEPTOR

SS SERVICE SINK

SST STAINLESS STEEL

SSUR SOLID SURFACING

STA STATION

STAGG STAGGERED

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STLSTEEL

STOR STORAGE

STR STRUCTURAL

SUPP SUPPORT

SURF SURFACE

SUSP SUSPENDED

SYM SYMBOL, SYMMETRICAL

SYS SYSTEM

T TREAD, FLUSH MOUNTED TELEPHONE

T&G TONGUE AND GROOVE

TA TOILET ACCESSORIES

TB TACKBOARD, TOWEL BAR

TD TRAVEL DISTANCE

TELTELEPHONE

TEMP TEMPORARY, TEMPERED

TERR TERRAZZO

THK THICK(NESS)

TOB TOP OF BEAM

TOC TOP OF CURB, CONCRETE

TOP TOP OF PEDESTAL

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TR TOILET ROOM

TRANS TRANSITION

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UC UNDERCOUNTER

UH UNIT HEATER

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDE, WOMEN'S

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WHEELCHAIR

WD WOOD

WF WIDE FLANGE

WIN WINDOW

WMWALK OFF MAT

WP WORKING POINT, WATERPROOF(ING),

WALL PROTECTION

WR WATER RESISTANT, WASTE RECEPTOR

WS WATER STOP

WSCT WAINSCOT

WT WEIGHT, WINDOW TREATMENT

GENERAL ABBREVIATIONS

BRICK

CONCRETE

CONCRETE MASONRY UNIT

CRUSHED STONE

EARTH

INSULATION (BATT)

INSULATION (RIGID)

METAL (ALUMINUM)

METAL (STEEL, IRON)

PLYWOOD

WOOD FINISH

WOOD FRAMING & BLOCKING

GYPSUM WALL BOARD

COLUMN REFERENCE GRID

A

UP

DN

SLOPE UP

SLOPE DOWN

TRUE NORTH

BUILDING NORTH

KEYPLAN COMBINATION NORTH ARROW

KEYPLAN COMBINATION NORTH ARROW

N

FLOOR ELEVATION

EL 20'-0"

SYMBOL LEGEND

3.

EXIST WALLS, DOORS (SCREENED)

DEMOLITION WALLS, DOORS (DASHED)

NEW WALLS, DOORS (SOLID)

DOOR TAG

6" UNLESS NOTED OTHERWISE

ROOM

NAME

ROOM NAME AND NUMBER

PARTITION TYPE, SEE A4.1

G3A

ELEVATION REFERENCES (ARROW INDICATES DIRECTION OF VIEW)

A5.1.1

A3.3.2

INTERIOR ELEVATION NUMBER

MULTIPLE ELEVATION NUMBER A5.1.1

DETAIL NUMBER

SHEET NUMBER A3.3.2

TYP

NOTE

SECTION/DETAIL REFERENCES (ARROW INDICATES DIRECTION OF VIEW)

(DETAIL ELEVATION ON SAME SHEET)

(SHEET NUMBER NOT REQUIRED IF

DETAIL ELEVATION IS ON SAME SHEET)

A3.3.1.5

BUILDING SECTION NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

DETAIL PLAN/ELEVATION (BOX INDICATES AREA OF VIEW)

A2.1

DETAIL NUMBER

SHEET NUMBER

DIMENSION TO FACE

DIMENSION TO CENTERLINE

(TYP DIM. TO CENTERLINE OF PTN)

DIMENSION CONTINUES

LIMIT OF WORK

AREA OF REVISION

REVISION

DEMOLITION AND/OR ALTERATION NOTE

L2

W2

AP

EP

FEC

WORK POINT, CONTROL

POINT, OR DATUM POINT

CASEWORK UTILITY (INDIVIDUAL)

CASEWORK UTILITY (GROUP)

LOUVER TYPE

WINDOW TYPE

ACCESS PANEL

ELECTRIC PANEL

FIRE EXTINGUISHER CABINET

PB

A

CR

CARD READER

ACTUATOR (POWER OPERATOR)

PUSH BUTTON (RELEASE)

SENSORS (DOOR CONTROL)

A3.2 1 EXTERIOR ELEVATION NUMBER A3.2

(SHEET NUMBER NOT REQUIRED IF

DETAIL ELEVATION IS ON SAME SHEET)

A3.3.1.5

WALL SECTION NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

A3.3.1.5

PLAN/SECTION DETAIL NUMBER

SHEET NUMBER A3.3.15

TYP

NOTE

2 G3A

PROJECT AREA LINE

PROPERTY LINE

THIS LINE GENERALLY INDICATES

THE AREA WHERE THE WORK OF

THIS PROJECT OCCURS;

SOME INCIDENTAL WORK MAY

OCCUR OUTSIDE THIS LINE.

Architecture Engineering Design-Build paradigm

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% NOT FOR CONSTRUCTION

BID DOCUMENTS

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT / ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

570-21-108VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

REPAIR EXTERIOR FINISHES BLDG 1 & OPC

2615 EAST CLINTON AVENUE

FRESNO, CA 93703-2223

1-23-2026

Project Director

9000 Wessex Place, Suite 202, Louisville, KY 40222 www.paradigmusa.com

FULLY SPRINKLERED

AR TL

1-23-2026

Au to de sk

D oc s:

//F

R E2

- F re sn o

R ep ai r E xt er io r F in is he s, B ui ld in g

O ut pa tie nt

/F R

E2

1- A

- V A

Fr es no E xt er io r.r vt 1/

/2

4:

:5

PM

G001

ABBREVIATIONS & SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% NOT FOR CONSTRUCTION

BID DOCUMENTS

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT / ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

570-21-108VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

REPAIR EXTERIOR FINISHES BLDG 1 & OPC

2615 EAST CLINTON AVENUE

FRESNO, CA 93703-2223

1-23-2026

Project Director

9000 Wessex Place, Suite 202, Louisville, KY 40222 www.paradigmusa.com

FULLY SPRINKLERED

AR TL

1-23-2026

Au to de sk

D oc s:

//F

R E2

- F re sn o

R ep ai r E xt er io r F in is he s, B ui ld in g

O ut pa tie nt

/F R

E2

1- A

- V A

Fr es no E xt er io r.r vt 1/

/2

4:

:5

PM

G002

SCOPE OF WORK NARRATIVE AND

ADD ALTERNATES

1.0 - SCOPE 1 - BUILDING 1 AND OPC ENVELOPE REPAIRS: (SEE A800 SERIES)

REPAIRS ARE IDENTIFIED IN THE FOLLOWING DOCUMENTS:

FACADE INSPECTION REPORT, “VAMC FRESNO FACADE INSPECTION DRAFT REPORT, DATED JUNE 5, 2009, BY

TOLAND-MIZELL ARCHITECTS, INC. AND APPLIED ENGINEERING SOLUTIONS, INC.

FACADE STUDIES VISN 9, 15,19,20,21, 21, 22, FRESNO VA MEDICAL CENTER, BUILDING 1, FINAL REPORT, DATED 23

SEPTEMBER 2022

FACADE CONDITION ASSESSMENT, VETERAN AFFAIRS MEDICAL CENTER, 2615 EAST CLINTON AVENUE, FRESNO, CA, TERRACON PROPOSAL NO. PFT226094, BY TERRACON, DATED OCTOBER 13, 2023

SCOPE 1.1 - GENERAL:

BEFORE COMMENCEMENT OF REPAIRS, THE BUILDING ENCLOSURE SHOULD BE THOROUGHLY CLEANED USING NON-ABRASIVE METHODS. CONDUCT TESTS IN NON-CONSPICUOUS AREAS TO CONFIRM THE MOST EFFECTIVE METHOD OF CLEANING PRIOR TO COMMENCING CLEANING OF THE ENTIRE FACADE. CONSULT WITH THE INTERNATIONAL MASONRY INSTITUTE ON CLEANING PRODUCTS AND METHODS. DURING CLEANING OF THE FACADE, CONDUCT A DETAILED EXAMINATION RECORDING AND VERIFYING

THE FULL EXTENT OF REPAIRS REQUIRED FOR THE OBSERVED DEFICIENCIES NOTED BELOW.

AREAS OF REPAIR WORK NOTED IN THESE DOCUMENTS FORM THE BASE BID FOR SCOPE 1.

DOCUMENT AREAS OF REPAIR NOT IDENTIFIED IN BID DOCUMENTS AND TYPE OF REPAIR REQUIRED PRIOR TO COMMENCING REPAIR WORK. PROVIDE SHOP DRAWINGS TO DOCUMENT AREAS OF ADDITIONAL DAMAGE DISCOVERED DURING CLEANING.

PROVIDE UNIT COST FOR ADDITIONAL REPAIRS NOT IDENTIFIED IN THESE DOCUMENTS

THE GOVERNMENT HAS THE OPTION TO AUTHORIZE ADDITIONAL WORK BASED CONDITIONS FOUND DURING THE CLEANING

AND INSPECTION PROCESS BASED ON THE UNIT COSTS PROVIDED IN THE CONTRACTORS BID.

THE GOVERNMENT IS NOT OBLIGATED OR COMMITTED FOR ADDITIONAL WORK DISCOVERED AND DOCUMENTED DURING THE

CLEANING AND INSPECTION PHASE OF THE WORK.

1.2 - TERRA COTTA CLADDING: (SEE DETAIL SHEETS A801-A802)

1.2.1 - UNSOUND AND SIGNIFICANTLY CRACKED TERRA COTTA UNITS: UNITS THAT HAVE CRACKED OR EXHIBIT CONSIDERABLE SPALLING AND HAVE BECOME DISLODGED FROM THEIR ANCHORS AND/OR SEPARATED FROM THE SETTING BED BENEATH.

REPAIRS:

REMOVE AND REPLACE UNITS THAT HAVE MULTIPLE CRACKS AND OR LARGE SPALLED SURFACES. MATERIAL OPTIONS FOR REPLACEMENT UNITS INCLUDE TERRA COTTA OR GLASS FIBER REINFORCED CONCRETE (GFRC). FOR REPLACING TERRA

COTTA UNITS, FOLLOW THE INTERNATIONAL MASONRY INSTITUTE’S (IMI) GUIDELINES.

UNITS THAT ARE SUBSTANTIALLY INTACT CAN BE REMOVED AND RESET WITH NEW STAINLESS-STEEL ANCHORS. FOR

RESETTING TERRA COTTA UNITS FOLLOW IMI’S GUIDELINES.

1.2.2 – SOUND CRACKED TERRA COTTA UNITS: REPAIR BY STABILIZING-IN-PLACE UNITS THAT EXHIBIT A SINGLE CRACK BUT ARE OTHERWISE SOUND USING ADDITIONAL PINNING AND/OR ANCHORS WITHOUT REMOVING THE UNIT. CRACKS ARE TO BE SEALED EITHER WITH A COATING OR SEALANT. FOR ANCHORING AND PINNING TERRA COTTA UNITS FOLLOW IMI ’S GUIDELINES

1.2.3.A - TERRA COTTA SILL SPALL, 1.2.3B TERRA COTTA PANELS SPALLS & 1.2.3C TERRA COTTA COPING STONE SPALL: REPAIRS:

UNITS AND PANELS THAT ARE SOUND, BUT EXHIBIT LARGE, SPALLED AREAS IN THE FACE OF THE PANELS, REPAIR BY REMOVING AND REPLACING UNITS. MATERIAL OPTIONS FOR REPLACEMENT UNITS INCLUDE TERRA COTTA OR GLASS FIBER REINFORCED CONCRETE (GFRC). FOR REPLACING TERRA COTTA UNITS FOLLOW THE IMI ’S GUIDELINES.

UNITS AND PANELS THAT EXHIBIT SMALL TO MODERATELY SPALLED SURFACES IN THE FACE OF THE PANELS, REPAIR BY USING MORTAR FOR UNGLAZED UNITS; AND FOR GLAZED UNITS TREAT WITH A PROTECTIVE COATING, FOLLOWING THE

RECOMMENDATIONS OF THE IMI.

1.2.4 – LOOSE, DETERIORATED AND MISSING MORTAR JOINTS IN TERRA COTTA CLADDING – REPAIRS MORTAR JOINTS BY CLEANING OUT AND CUTTING BACK TO A SUFFICIENT DEPTH FOR TUCK-POINTING. REPAIR PREPARATION AND MORTAR SHOULD FOLLOW THE RECOMMENDATIONS OF IMI. USE MORTAR MIX OF COMPATIBLE WITH TERRA MATERIALS AND EXISTING MORTAR.

1.2.5 - UNSEALED CUTS REPAIR: USE MORTAR TO REPAIR UNSEALED CUTS WHERE CUT DOES NOT ABUT ANOTHER MATERIAL SUCH AS METAL. USE A SEALANT TO SEAL BETWEEN TERRA COTTA UNITS AND OTHER MATERIALS. REPAIR PREPARATION AND

MORTAR/SEALANT TYPE SHOULD FOLLOW THE RECOMMENDATIONS OF IMI.

1.2.6 - EFFLORESCENCE AND STAINING IN TERRA COTTA UNITS: BEFORE COMMENCING REPAIR EXAMINE THE ROOT CAUSE OF EFFLORESCENCE AND STAINING TO DETERMINE IF MOISTURE IS DIGRESSING INTO THE CLADDING SYSTEM OR FROM WATER DRIPPING ONTO THE TERRA COTTA SURFACE. ONCE DETERMINED, IMPLEMENT REPAIRS TO WATER INFILTRATION OR SOURCE OF WATER DRIP. REMOVE EFFLORESCENCE AND STAINING FROM THE SURFACE OF THE TERRA COTTA UNITS USING THE LEAST ABRASIVE METHOD TO MAINTAIN THE FINISH OF THE UNITS. REPLACE UNITS IF STAIN CANNOT BE REMOVED. CLEANING

PREPARATION METHODS SHALL FOLLOW THE RECOMMENDATIONS OF IMI.

1.2.7 - DETERIORATED OR MISSING SEALANT JOINTS IN TERRA COTTA CLADDING: REPAIR BY REMOVING ALL SEALANTS THAT HAVE LOST ADHESION AND ARE DISPLACED. CLEAN BACK JOINT TO A SUFFICIENT DEPTH TO ALLOW FULL ADHESION OF SEALANT TO SUBSTRATES. USE SUITABLE BACKER MATERIALS TO ALLOW FOR JOINT SEALANT MOVEMENT. USE MANUFACTURER’S PRIMER IF RECOMMENDED. REPAIR PREPARATION AND SEALANT TYPE SHALL FOLLOW THE RECOMMENDATIONS OF IMI.

1.2.8 – EXTERIOR COATING DETERIORATION: REPAIR BY RECOATING TERRA COTTA UNITS AND PANELS BY APPLYING A CLEAR

ELECTROMETRIC COATING AFTER CLEANING.

1.3 - STUCCO CLADDING: (SEE DETAIL SHEET A806)

1.3.1 - SPALLS IN STUCCO CLADDING REPAIR: REMOVE SPALLS FROM SURFACE AND PATCH IN ACCORDANCE WITH RECOMMENDATIONS FROM THE PORTLAND CEMENT ASSOCIATION (PCA). PREPARE PATCH AND SURROUNDING SURFACE FOR

TEXTURED ELASTOMERIC COATING.

1.3.2 - CRACKS IN STUCCO CLADDING REPAIR: CRACKS LARGER THAT A HAIRLINE SHOULD BE ROUTED OUT AND REPAIRED USING A FILLER IN ACCORDANCE WITH RECOMMENDATIONS FROM PCA. SMALL CRACKS CAN BE SEALED USING A BRUSH GRADE SEALANT.

FOR SEALANTS FOLLOW MANUFACTURER ’S RECOMMENDATIONS FOR PREPARATION, PRIMERS AND APPLICATION METHODS.

1.3.3 - FAILED FINISHES IN STUCCO CLADDING: REPAIR FINISHES AFTER CORRECTION OF SOURCES OF MOISTURE INGRESS INTO THE WALL ASSEMBLY. TERMINATE STUCCO CLADDING A MINIMUM OF 4 INCHES, BUT NOT GREATER THAT 6 INCHES BY GRADE.

FOLLOW RECOMMENDATION OF THE PCA FOR REPAIRS

1.3.4 – STAINS IN STUCCO CLADDING: CLEAN STUCCO CLADDING AND RECOAT WITH FINISHED SURFACE WITH A COLORED

ELASTOMERIC COATING.

1.4 - EXPOSED CONCRETE: (SEE DETAIL SHEETS A807)

1.4.1 - CONCRETE SPALLS: REMOVE SPALLS FROM CONCRETE AND CUT BACK CONCRETE UNTIL ALL SURFACES ARE SOUND.

REPAIRS TO CONCRETE:

IF REINFORCEMENT IS EXPOSED DURING REMOVAL, THOROUGHLY REMOVE RUST DOWN TO CLEAN METAL. IF REINFORCEMENT HAS DETERIORATED BEYOND ITS STRUCTURAL CAPACITY, CUT-OUT DETERIORATED REINFORCEMENT, CUT-BACK CONCRETE AROUND SOUND REINFORCEMENT TO FORM AN OVERLAP, AS DETERMINED BY STRUCTURAL ENGINEER, COAT ALL REINFORCEMENT WITH EPOXY COATING, PRIME CONCRETE SURFACES, AND REINSTATE CONCRETE USING A CONCRETE MIX THAT MATCHES OR IS COMPATIBLE WITH THE EXISTING CONCRETE MIX. FOLLOW RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE FOR REPAIRS AND DETAILS DEVELOPED BY THE STRUCTURAL

ENGINEERS. RECOAT NEW CONCRETE REPAIR TO MATCH EXISTING FINISHES.

SPALLS NOT EXPOSING REINFORCEMENT, ARE TO BE REPAIRED BY PRIMING CONCRETE SURFACES AND REINSTATING

CONCRETE REPAIR WITH PLASTER COATING AND PAINT WITH ELASTOMERIC COATING

1.4.2 - CONCRETE CRACKS: ROUTE OUT CRACKS LARGER THAN HAIRLINE IN CONCRETE TO ALLOW INSTALLATION OF SEALANT.

REMOVE ANY LOOSE MATERIALS. INSTALL SEALANT. FOLLOW SEALANT MANUFACTURER’S RECOMMENDATIONS FOR PRIMERS, AND SEALANT TYPE.

1.4.3 - DETERIORATED OR MISSING SEALANT: REMOVE FAILED SEALANT FROM JOINTS. CLEAN OUT JOINTS IN CONCRETE, REMOVING ANY LOOSE MATERIAL TO ALLOW INSTALLATION OF NEW SEALANT. INSTALL SEALANT. FOLLOW SEALANT

MANUFACTURER FOR PRIMERS AND SEALANT TYPE.

1.4.4 - FAILED CONCRETE COATING: REMOVE AREAS OF FAILED COATINGS DOWN TO BARE CONCRETE. ABRADE SURFACES TO BE

RECOATED AND APPLY NEW COATING TO MATCH EXISTING COATING FINISH.

2. 0 - SCOPE 2 - BUILDING 1, OPC, OPC2 GLAZING: (SEE A810 SERIES)

2.1.1 REPLACE SINGLE-GLAZED WINDOWS AND STOREFRONT WITH DOUBLE GLAZING:

DEMOLITION: THIS SCOPE OF DEMOLITION WORK INCLUDES THE FOLLOWING: REMOVAL OF THE GLAZING UNITS, FRAMING STOPS IN THE STOREFRONT, AND WINDOW FRAMING. CLEAN AWAY ANY SEALANT AND GASKET MATERIAL FROM THE ALUMINUM FRAMES. REMOVE INTERIOR BLINDS. DISPOSE ALL MATERIALS IN ACCORDANCE WITH FEDERAL

REGULATIONS AND LOCAL AND STATE REGULATORY REQUIREMENTS.

TEMPORARY PROTECTION AND MEASURES: PROVIDE FOR PHASED CONSTRUCTION AND OUT OF HOURS WORK TO LIMIT DISRUPTION FOR THE MEDICAL CENTER’S OPERATIONS. PROVIDE TEMPORARY PROTECTION TO MAINTAIN INTERIOR ENVIRONMENT AND INFECTION CONTROL (ICRA) AS WELL AS INSECT CONTROL, DURING CONSTRUCTION.

NEW WORK: REPLACE OR MODIFY EXISTING STOREFRONT AND WINDOW FRAMING TO ALLOW THE FRAMING TO RECEIVE THE NEW INSULATED GLAZING UNITS. REINFORCE ANCHORAGE IF REQUIRED TO ACCOMMODATE THE ADDITIONAL WEIGHT OF THE NEW GLAZING UNITS. FINISH OF THE ALUMINUM FRAMING SHALL MATCH THE EXISTING

FRAMING.

FOR THE ARCADE STOREFRONT FENESTRATION OF BUILDING 1, NEW OR REFURBISHED FRAMING MEMBERS

SHALL RECEIVE A POWDERED-COATED FINISH OR CLEAR ANODIZED FINISH.

FOR THE OPC WINDOW FRAMES, A BRONZE ANODIZED FINISH OR POWDERED COATED FINISH SHALL BE USED.

GLAZING UNITS FOR THE BUILDING 1 WILL BE CLEAR HIGH-PERFORMANCE INSULATED UNITS. THE NEW OPC INSULATED WINDOW GLAZING UNITS SHALL BE FABRICATED WITH A BRONZE TINTED OUTER LITE AND A CLEAR INNER LITE TO MATCH THE EXISTING GLAZING ON THE UPPER FLOORS OF THE OPC. PROVIDE BLAST FILM TO ALL

NEW UNITS.

IN BUILDING 1, THE LOWER GLAZING UNIT OF THE ARCADE STOREFRONT, THE BLAST FILM WILL HAVE A WHITE

TRANSLUCENT TINT.

PROVIDE FOR EITHER HORIZONTAL OR VERTICAL BLINDS AT ALL GLAZING OPENINGS TO MATCH EXISTING BLINDS.

2.1.2 - REPLACE EXISTING DOUBLE GLAZED WINDOWS: REPLACE WINDOWS WITH INTEGRAL BLINDS WITH NEW

INSULATED GLAZING UNITS AND BLINDS TO MATCH EXISTING

3.0 - SCOPE 3 - ROOF REPAIR OF LOWER ROOF OF OPC & WEST WING BUILDING 1: (SEE A820 SERIES)

SCOPE OF WORK: INCLUDES CLEANING OF ROOF WHERE LEAKS ARE OCCURRING, AND THE REMOVAL OF DEBRIS AND ABANDONED EQUIPMENT. CLEAN ROOF, REMOVING ANY ORGANIC MATERIALS FROM ROOF SURFACE. EXAMINE THE DECK FROM FLOOR BELOW TO DETERMINE THE EXTENT OF LEAKAGE THAT IS OCCURRING AND OBSERVING WHERE THE LEAKAGE EMANATES FROM. REMOVE ROOFING MEMBRANE DOWN TO INSULATION AND FLASHINGS IN THE AREA OF THE ROOF FAILURE. REMOVE COVER BOARD AND INSULATION THAT HAS INCURRED MOISTURE DAMAGE. REMOVE ANY ROOFING MATERIALS THAT EXHIBIT MOLD GROWTH. REPLACE ROOF INSULATION, MAINTAINING PROPER SLOPES TO DRAINS, COVER BOARDS, AND CUT-IN NEW ROOFING MEMBRANE PER MANUFACTURER ’S REPAIR DETAILS FOR EXISTING MEMBRANE. RESET ROOF DRAINS IN THE AREA OF THE LEAKAGE, WITH MEMBRANE CLAMPED INTO DRAIN.

SECURE DRAIN DOME OR REPLACE DOME IF MISSING. REPLACE FLASHING USING ROOFING MANUFACTURER’S APPROVED MATERIALS. RESEAL AROUND FLASHINGS, ROOFTOP EQUIPMENT, ETC. TO ENSURE AREAS VULNERABLE TO WATER INFILTRATION HAVE BEEN REPAIRED. FLOOD TEST FINISHED WORK TO PROVE EFFICACY OF REPAIR.

TEMPORARY PROTECTION AND MEASURES: REMOVAL SHALL BE DONE IN SECTIONS, COORDINATED WITH INSTALLATION OF NEW REPLACEMENT ROOF SO THAT ONLY A LIMITED PORTION OF THE ROOF IS EXPOSED AT ANY ONE TIME. PROVIDE APPROPRIATE LEVEL OF INFECTION CONTROL (ICRA) DURING CONSTRUCTION.

4.0 - SCOPE 4 - STAIR ACCESS FROM OPC TO BUILDING 1 CHAPEL ROOF: (SEE A400 SERIES & S2.3)

DEMOLITION: THIS SCOPE OF DEMOLITION WORK INCLUDES CUTTING THROUGH THE EXTERIOR WALL OF THE SECOND FLOOR CORRIDOR C-503-14 OF THE LINK BETWEEN OPC AND BUILDING 1, ALONG GRIDLINE B1 BETWEEN GRIDLINES 7 AND 8, FOR AN ACCESS DOOR OPENING AND FOR PLATFORM FRAMING AT COLUMNS B1/7 AND B1/8.

NEW WORK: NEW WORK INCLUDES INSTALLATION OF NEW INSULATED HOLLOW METAL DOOR AND FRAME INTO CORRIDOR C-502-13 EXTERIOR WALL AND WELDING OF HSS GALVANIZED STEEL PLATFORM FRAMING MEMBERS TO BUILDING FRAME AT COLUMNS B1/7 AND B1/8. REPAIR/PATCH EXTERIOR FINISHES AROUND STEEL FRAMING MEMBERS AND DOOR OPENING TO MATCH EXISTING. INSTALL PLATFORM FRAMING FOR ACCESS STAIR OVER THE PARAPET OF THE CHAPEL ROOF. ALL FRAMING WILL BE WELDED HSS OR WIDE-FLANGE MEMBERS, GALVANIZED. THE PLATFORM FLOOR, STAIR TREADS AND STAIR LANDING WILL BE MADE FROM NON-SLIP REINFORCED FIBERGLASS GRATING. STAIR STRINGERS, TOE KICKS WILL BE GALVANIZED PLATE STEEL AND HANDRAIL WILL BE GALVANIZED STEEL PIPE. ACCESS DOOR AND FRAME WILL BE PAINTED TO MATCH EXISTING STUCCO FINISHES.

TEMPORARY PROTECTION AND MEASURES: PROVIDE INFECTION CONTROL BARRIERS (ICRA) AND INSECT CONTROL DEVICES DURING CONSTRUCTION OF ACCESS DOOR IN THE EXTERIOR WALL AND THE EXTERIOR PLATFORMS AND

STAIRS.

5.0 - SCOPE 5 - REPAIR STOREFRONT NORTH, SOUTH & EAST DEMOLITION VESTIBULE BUILDING 1: (SEE AD300, A300 & A810 SERIES).

THE GENERAL CONCTRACTOR SHALL COORDINATE WITH THE VA COR FOR PHASING OF EACH VESTIBULE CONSTRUCTION TO

MAINTAIN AT LEAST TWO OPERATIONAL VESTIBULES FOR THE BUILDING EGRESS.

5.1 - NORTH VESTIBULE: DEMOLITION: FOR THIS SCOPE OF WORK DEMOLITION INCLUDES THE FOLLOWING: REMOVE ATTACHED AIR CURTAIN, SECURITY DEVICES; DOOR DEVICES FROM THE EXISTING EXTERIOR ENCLOSURE, REMOVE EXISTING OUTER SLIDING DOOR;

PARTIALLY DEMOLISH THE EXISTING CEILING AROUND EXTERIOR PERIMETER TO ALLOW FOR THE INSTALLATION OF NEW EXTERIOR ENCLOSURE; REMOVE EXTERIOR GLAZING UNITS. REMOVE PORTIONS OF THE CANOPY METAL ROOF DOWN TO STRUCTURAL MEMBERS. SALVAGE AIR CURTAINS AND SECURITY DEVICES FOR REUSE. DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH

FEDERAL REGULATIONS AND LOCAL AND STATE REGULATORY REQUIREMENAARON.RUMPLETS.

TEMPORARY PROTECTION AND MEASURES: PROVIDE FOR PHASED CONSTRUCTION OF ENTRANCE VESTIBULE TO ALWAYS MAINTAIN SAFE EGRESS PATHS FROM THE BUILDING. PROVIDE TEMPORARY ENCLOSURES FOR THE EGRESS PATHS, INFECTION CONTROL (ICRA), INSECT CONTROLS, LIGHTING, AND SIGNAGE DURING CONSTRUCTION. MAINTAIN ALL FIRE PROTECTION AND FIRE ALARM

DEVICES.

NEW WORK: REPLACE OR MODIFY EXISTING FRAMING BY INSTALLING PARTIAL MULLIONS, GLAZING STOPS OR REPLACEMENT OF EXISTING ALUMINUM FRAMES TO RECEIVE NEW INSULATED GLAZING UNITS. NEW ALUMINUM FRAMING SHALL HAVE A CLEAR ANODIZED FINISH. FOR VISION AREAS OF GLAZING, PROVIDE CLEAR HIGH-PERFORMANCE INSULATED GLAZING UNITS. PROVIDE OPACIFIED FRITTED GLASS SPANDREL UNITS AT NON-VISION AREAS. INSTALL INSULATION BEHIND SPANDREL GLASS. REBUILD/REPAIR PERIMETER GYPSUM WALLBOARD SOFFIT AND INSTALL NEW ACOUSTICAL CEILING IN VESTIBULE CEILING. PROVIDE NEW AUTOMATIC INSULATED-GLASS SLIDING DOORS, WITH MOTION DETECTION SENSOR. REINSTALL SECURITY DEVICES AND AIR CURTAIN.

5.2 - EAST VESTIBULE: FOLLOW SCOPE OF WORK OUTLINED ABOVE FOR NORTH VESTIBULE, EXCEPT TO REPLACE EXISTING BI-

FOLDING DOORS WITH NEW INSULATED GLAZING AUTOMATIC GLASS.

5.2.1 - REPAIR FLASHING BETWEEN CANOPY AND VESTIBULE ROOF: REMOVE EXISTING FLASHING, SALVAGING EXISTING SECTIONS TO RESET. REPLACE ANY SECTION CURRENTLY DAMAGED OR DAMAGED DURING REMOVAL WITH NEW METAL SECTIONS. RESET FLASHING (EXPANSION JOINT COVER), ENSURING PROPER SEALED OVERLAP OF SECTIONS AND SEAL FLASHING TO SUBSTRATES WITH

PROPER EMBEDMENT IN COMPATIBLE SEALANT.

5.3 - SOUTH ENTRANCE VESTIBULE: REPLACE EXISTING SLIDING DOORS WITH NEW AUTOMATIC INSULATED GLASS SLIDING DOOR.

6.0 - SCOPE 6 - OPC BALLAST ROOF REPLACEMENT: (SEE A820 SERIES)

DEMOLITION: FOR THIS SCOPE OF WORK INCLUDES THE REMOVAL OF ALL BALLAST, BUILT-UP ROOFING MEMBRANE, WALK-WAY PADS, SHEATHING/COVER BOARDS, AND INSULATION DOWN TO CONCRETE ROOF DECK, AND REMOVE FLASHINGS AROUND PIPE AND DUCT PENETRATIONS. REMOVE SECTIONS OF ALUMINUM COPING TO ENABLE INSTALLATION OF NEW ROOFING MEMBRANE.

SALVAGE UNDAMAGED COPING SECTIONS FOR REINSTALLATION. AT AIR HANDLERS, EXPOSED MECHANICAL EQUIPMENT AND FANS, LIFT EXISTING FLASHING TO ALLOW FOR NEW ROOFING MEMBRANE AND FLASHING TO BE INSTALLED UP TO THE TOP OF THE CURB AROUND AIR HANDLERS, EXPOSED MECHANICAL EQUIPMENT AND FANS. REMOVAL SHALL BE DONE IN SECTIONS, COORDINATED WITH INSTALLATION OF NEW REPLACEMENT ROOF SO THAT ONLY A LIMITED PORTION OF THE ROOF IS EXPOSED AT ONE TIME. PROVIDE PROTECTION FOR INCLEMENT WEATHER OF EXPOSED AREAS DURING REROOFING. REMOVE BIRD PROTECTION TO AREA NORTH OF THE EXISTING PENTHOUSE. THOROUGHLY CLEAN PARAPETS, PENTHOUSE WALLS, EQUIPMENT, AND EXPOSED DUCT WORK ON THE NORTH SIDE OF THE PENTHOUSE, TO REMOVE BIRD EXCREMENT AND SANITIZE AREA AND AIR INTAKES. DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH FEDERAL REGULATIONS AND LOCAL AND STATE REGULATORY REQUIREMENTS. PROVIDE FOR APPROPRIATE LEVEL OF INFECTION CONTROL DURING ALL PHASES OF

CONSTRUCTION.

NEW WORK: SHALL INCLUDE INSTALLATION OF COMPLETE NEW FULLY ADHERED SINGLE-PLY ROOFING SYSTEM INCLUDING VAPOR BARRIER ON CONCRETE SUBSTRATE, TAPERED ROOF INSULATION, SHEATHING, SINGLE-PLY (MINIMUM 60 MIL THICK) MEMBRANE, WALK-WAY PADS, STAINLESS STEEL FLASHINGS, PREFORMED FLASHINGS FOR PIPE AND DUNNAGE SUPPORT

PENETRATIONS, PIPE SUPPORTS, AND DUCT SUPPORTS.

INSTALL NEW BIRD PROTECTION DEVICES AND SCREENS WITH ACCESS DOOR TO AREA IDENTIFIED AROUND EQUIPMENT AND DUCTS ON THE NORTH SIDE OF THE PENTHOUSE. AT THE PARAPET PROVIDE NEW ALUMINUM COPING, FORMED AND PAINTED TO MATCH EXISTING, WHERE REMOVAL OF EXISTING COPING IS NOT SALVAGEABLE. MAINTAIN OPERATION OF ALL MECHANICAL

EQUIPMENT, VENTS, AND DEVICES ON ROOF DURING REROOFING.

7.0 - SCOPE 7 - BUILDING 1 WEST WING ROOF, BRIDGE ROOF & CHAPEL ROOF REPLACEMENT: (SEE A820 SERIES)

7.1 - REPLACE EXISTING ROOFING MATERIAL, ACCESSORIES WITH NEW SINGLE PLY ROOFING SYSTEM AND NEW

ACCESSORIES

DEMOLITION: FOR THIS SCOPE OF WORK DEMOLITION INCLUDES THE REMOVAL OF ALL BALLAST, BUILT-UP ROOFING MEMBRANE, WALK-WAY PADS, SHEATHING/COVER BOARDS, AND INSULATION DOWN TO CONCRETE ROOF DECK, AND REMOVE FLASHINGS AROUND PIPE AND DUCT PENETRATIONS. CUT BACK ROOFING AT PARAPETS VERTICALLY UP TO 30 INCHES ABOVE FINISHED ROOF SURFACE, PROTECT THROUGH-WALL FLASHING. AT AIR HANDLERS, EXPOSED MECHANICAL EQUIPMENT, FANS AND EQUIPMENT ROOMS LIFT EXISTING FLASHING TO ALLOW FOR NEW ROOFING MEMBRANE AND FLASHING TO BE INSTALLED UP TO THE TOP OF THE CURB AROUND AIR HANDLERS AND EQUIPMENT ROOMS. REMOVAL SHALL BE DONE IN SECTIONS, COORDINATED WITH INSTALLATION OF NEW REPLACEMENT ROOF SO THAT ONLY A LIMITED PORTION OF THE ROOF IS EXPOSED AT ONE TIME. PROVIDE PROTECTION FOR INCLEMENT WEATHER OF EXPOSED AREAS DURING REROOFING. DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH FEDERAL REGULATIONS AND LOCAL AND STATE REGULATORY REQUIREMENTS. PROVIDE FOR APPROPRIATE LEVEL OF INFECTION CONTROL DURING ALL PHASES OF CONSTRUCTION. EXISTING DUNNAGE MAY BE LIFTED AND REMOVED IF

NO LONGER REQUIRED BY VA AFTER VERIFICATION WITH VA.

NEW WORK: NEW WORK INCLUDES INSTALLATION OF COMPLETE NEW ROOFING FULLY-ADHERED SINGLE-PLY SYSTEM INCLUDING VAPOR BARRIER ON CONCRETE SUBSTRATE, TAPERED ROOF INSULATION, SHEATHING, SINGLE- PLY (MINIMUM 60 MIL THICK) MEMBRANE, WALK-WAY PADS, STAINLESS STEEL FLASHINGS, PREFORMED FLASHINGS FOR PIPE AND DUNNAGE SUPPORT PENETRATIONS, PIPE SUPPORTS, ETC. AT THE PARAPET PROVIDE NEW STAINLESS STEEL FLASHING AND COUNTER FLASHING AT NEW CUT-IN REGLET AROUND ENTIRE PARAPET TO RECEIVE NEW ROOFING MEMBRANE FLASHING. MAINTAIN OPERATION OF ALL MECHANICAL EQUIPMENT, VENTS, AND

DEVICES ON ROOF DURING REROOFING.

AT THE SMALL AIR HANDLING UNIT, IDENTIFIED IN THE DRAWINGS, PROVIDE A NEW GALVANIZED SHEET METAL COVER OVER THE TOP OF THE ENTIRE UNIT. EDGES SHALL BE EXTENDED DOWN OVER THE FACE OF THE UNIT AND ALL SEAMS SHALL BE LAPPED AND SEALED. FASTEN COVER TO UNIT TO TOP OF UNIT OR STRAP DOWN TO PREVENT

UPLIFT OF COVER. ALL FASTENERS SHALL BE STAINLESS STEEL.

7.2 - REPLACE EXISTING ROOFING MATERIAL, ACCESSORIES WITH NEW SINGLE PLY ROOFING SYSTEM AND NEW

ACCESSORIES AT CHAPEL ROOF

DEMOLITION: FOR THIS SCOPE OF WORK INCLUDES THE REMOVAL OF ALL BALLAST, BUILT-UP ROOFING MEMBRANE, WALK-WAY PADS, SHEATHING/COVER BOARDS, AND INSULATION DOWN TO CONCRETE ROOF DECK, AND REMOVE FLASHINGS AROUND PIPE AND DUCT PENETRATIONS. REMOVE SECTIONS OF ALUMINUM COPING TO ENABLE INSTALLATION OF NEW ROOFING MEMBRANE. SALVAGE UNDAMAGED COPING SECTIONS FOR REINSTALLATION. AT AIR HANDLERS, EXPOSED MECHANICAL EQUIPMENT AND FANS, LIFT EXISTING FLASHING TO ALLOW FOR NEW ROOFING MEMBRANE AND FLASHING TO BE INSTALLED UP TO THE TOP OF THE CURB AROUND AIR HANDLERS, EXPOSED MECHANICAL EQUIPMENT AND FANS. REMOVAL SHALL BE DONE IN SECTIONS, COORDINATED WITH INSTALLATION OF NEW REPLACEMENT ROOF SO THAT ONLY A LIMITED PORTION OF THE ROOF IS EXPOSED AT ONE TIME. PROVIDE PROTECTION FOR INCLEMENT WEATHER OF EXPOSED AREAS DURING REROOFING. DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH FEDERAL REGULATIONS AND LOCAL AND STATE REGULATORY REQUIREMENTS.

PROVIDE FOR APPROPRIATE LEVEL OF INFECTION CONTROL DURING ALL PHASES OF CONSTRUCTION.

NEW WORK: SHALL INCLUDE INSTALLATION OF COMPLETE NEW FULLY ADHERED SINGLE-PLY ROOFING SYSTEM INCLUDING VAPOR BARRIER ON CONCRETE SUBSTRATE, TAPERED ROOF INSULATION, SHEATHING, SINGLE-PLY (MINIMUM 60 MIL THICK) MEMBRANE, WALK-WAY PADS, STAINLESS STEEL FLASHINGS, PREFORMED FLASHINGS FOR

PIPE AND DUNNAGE SUPPORT PENETRATIONS, PIPE SUPPORTS, AND DUCT SUPPORTS.

7.2.1 EXPANSION JOINT BETWEEN CHAPEL ROOF AND OPC: REMOVE EXISTING EXPANSION JOINT COVER AND SEALANTS USED TO INSTALL THE EXPANSION JOINT COVER. REPLACE WITH NEW EXPANSION JOINT COVER FORMED FROM 16 GA (MIN. THICKNESS) 304 STAINLESS STEEL SHEET. FORM COVER JOINT TO ACHIEVE THE REQUIRED SEISMIC MOVEMENTS AND WITH PROPER SLOPE OF MINIMUM 5% AWAY FROM THE OPC TO THE CHAPEL ROOF.

INSTALL NEW EXPANSION JOINT COVER, ENSURING PROPER SEALED OVERLAP OF SECTIONS AND SEAL COVER JOINT

TO SUBSTRATES WITH COUNTER FLASHINGS AND PROPER EMBEDMENT IN COMPATIBLE SEALANT.

1.5 – FENESTRATION ASSEMBLIES: (SEE DETAIL SHEETS A808)

1.5.1 - CRACKED GLAZING UNITS: CRACKED GLAZING UNITS SHOULD BE REMOVED AND REPLACED WITH NEW INSULATED UNITS MATCHING ADJACENT UNITS FOR COLOR, TRANSLUCENCY AND THERMAL CHARACTERISTICS. PROVIDE NEW BLINDS.

1.5.2 - DETERIORATED AND MISSING SEALANT: REMOVE FAILED SEALANT FROM JOINTS. CLEAN OUT JOINTS IN WINDOW ASSEMBLIES, TO ALLOW INSTALLATION OF NEW SEALANT. INSTALL SEALANT FOLLOWING RECOMMENDATIONS OF SEALANT

MANUFACTURER FOR PRIMERS, BACKER MATERIAL AND SEALANT TYPE.

1.5.3 - DETERIORATED AND DISLODGED GASKETS: REMOVE ANY DETERIORATED GASKETS FROM THE WINDOW FRAME AND REPLACE WITH NEW GASKET, SELECTED FOR COMPATIBILITY, SIZE AND DUROMETER TO FORM A COMPLETED SEAL OF THE GLAZING UNITS IN THE FRAMING. WET SEAL REPLACEMENT FOR GASKETS SHOULD NOT BE CONSIDERED. REINSTALL DISLODGED GASKETS IF THE GASKET MAINTAINS THE REQUIRED COMPRESSION UNDER THE COLDEST EXPERIENCED ENVIRONMENT. FOLLOW RECOMMENDATIONS OF GASKET AND WINDOW MANUFACTURER AND AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA) FOR GASKET SELECTION, SUBSTRATE PREPARATION, AND INSTALLATION.

1.5.4 – DETERIORATED LOUVERS: REMOVE LOUVER AND REPLACE WITH NEW ALUM STORMPROOF LOUVER WITH SAME FREE

AREA CAPACITY.

1.5.5 – DETERIORATED METAL SUNSHADES: REMOVE ALL LOOSE COATINGS FROM SUNSHADES AND DETERIORATED SEALANTS.

PREPARE SURFACE TO RECEIVE NEW FINISH. PROTECT ALL SURFACES OF ADJACENT MATERIALS FROM NEW FINISH. APPLY 3 COAT PAINT SYSTEM TO METAL SUNSHADES. INSTALL NEW SEALANT TO JOINTS IN METAL SUNSHADES AND BETWEEN

SUNSHADES AND ADJACENT CLADDING.

1.6 - MISCELLANEOUS: (SEE DETAIL SHEETS A809)

1.6.1 - ACTIVE MOISTURE LEAKS: HOSE TEST AREA WHERE ACTIVE MOISTURE LEAKS OCCUR TO DETERMINE THE SOURCE AND EXTENT OF MOISTURE INGRESS. REMOVE CLADDING MATERIALS, MAKE REPAIRS TO CLADDING MATERIAL AND REINSTATE MATERIAL. REPAIR DAMAGED FLASHINGS, MOISTURE BARRIERS AND/OR INTERNAL SEALS. REPLACE MATERIALS AS REQUIRED TO

IMPLEMENT REPAIR. RETEST AREA OF LEAKS TO PROVE THE EFFICACY OF THE REPAIR.

USE REPAIR MATERIALS COMPATIBLE WITH ADJACENT MATERIALS TO AVOID FURTHER UNINTENDED DETERIORATION OF MOISTURE BARRIER SYSTEM. FOLLOW THE RECOMMENDATION OF THE CLADDING-SYSTEM’S INDUSTRY ASSOCIATION

STANDARDS AND RECOMMENDATIONS.

1.6.2 - ABANDONED ANCHORS: REMOVE ABANDONED ANCHORS FROM CLADDING AND REPAIR THE VOID LEFT BY THE ANCHOR, USING THE REPAIRS NOTED IN 1.2.5 IN TERRA COTTA PANELS AND UNITS FOR UNSEALED CUTS.

1.6.3 - METAL DECK TO TERRA COTTA TRANSITIONS: AT THE LOADING DOCK OF BUILDING 1, REPAIR TRANSITION BETWEEN METAL DECK TO TERRA COTTA CLADDING. REPAIR VOID BY INSTALLING AN INSULTING MATERIAL AND A PAINTED METAL TRANSITION COVER OVER THE INSULATION. SEAL ALL JOINTS IN THE TRANSITION COVER. FINISH OF TRANSITION COVER TO MATCH ADJACENT

METAL DECK.

1.6.4 - DAMAGED CLAY TILES: REMOVE AND REPLACE DAMAGED CLAY TILES AT THE ARCADE ON THE SOUTH ELEVATION OF

BUILDING 1, TILE SHALL MATCH EXISTING TILE, REGROUT JOINTS.

1.6.5 - EIFS WALL SEPARATION: WHERE EIFS WALL SYSTEM IS FAILING, REMOVE ENTIRE AREA OF EIFS WALL SYSTEM DOWN TO SUBSTRATE. INSPECT SUBSTRATE FOR DAMAGE AND PATCH AND REPAIR SUBSTRATE AS REQUIRED TO INSTALL NEW EIFS SYSTEM WITH INTEGRAL DRAINAGE LAYER, OVER NEW AIR BARRIER. USE INSULATION WITH A THICKNESS TO ALIGN FINISHED FACE OF EIFS SYSTEM WITH SURROUNDING TERRA COTTA PANELS. COLOR AND TEXTURE OF FINISHED EIFS SURFACE SELECTED

TO MATCH SURROUNDING TERRA COTTA PANELS.

1.6.6 - CLEAN AND REPAIR METAL AWNING: CLEAN ALL SURFACES OF METAL AWNING TO RECEIVE NEW FINISH. REPAIR OR REPLACE METAL SECTIONS OF AWNING TO RESTORE AWNING TO ITS ORIGINAL SHAPE AND GEOMETRY. PAINT AWING, APPLYING

PRIMER AND FINISH COATINGS. FINISH TO MATCH UNDERSIDE OF ADJACENT CANOPY.

1.6.7 - CLEAN & PAINT THE OUTSIDE OF THE ELEVATOR MACHINE ROOM PENTHOUSES: THOROUGHLY CLEAN EXTERIOR STUCCO SURFACE OF THE ELEVATOR MACHINE ROOM PENTHOUSE, REMOVING LOOSE OR PEELING FINISHES DOWN TO SOUND SUBSTRATE OR FULLY ADHERED FINISHES. PAINT BY APPLY PRIMER AND FINISH COAT(S). FINISH TO MATCH EXISTING

PENTHOUSE COLOR.

1.6.8 - CLEAN & PAINT METAL PANELS OF OPC LEVEL 1: CLEAN METAL PANEL ABOVE AND BELOW WINDOW. REMOVE ANY LOOSE PAINT. PAINT BY APPLY PRIMER AND FINISH COAT(S). COLOR AND GLOSS TO MATCH EXISTING METAL PANEL FINISH.

MASTER KEYNOTE LIST

1.0 SCOPE 1

1.2 TERRA COTTA CLADDING

1.2.1 UNSOUND OR CRACKED TERRA COTTA UNITS & SIGNIFICANTLY

CRACKED TERRA COTTA PANELS

1.2.2 TERRA COTTA PANEL CRACKS

1.2.3.A TERRA COTTA SILL SPALL

1.2.3.B TERRA COTTA PANEL SPALL

1.2.3.C TERRA COTTA COPING STONE SPALL

1.2.4 LOOSE, DETERIORATED & MISSING MORTAR JOINTS

1.2.5 UNSEALED CONSTRUCTION CUTS IN TERRA COTTA UNITS

1.2.6 EFFLORESCENCE STAINING & STAINING IN TERRA COTTA UNITS

1.2.7 DETERIORATED OR MISSING SEALANT

1.2.8 EXTERIOR COATING DETERIORATION

1.3 STUCCO CLADDING

1.3.1 STUCCO SPALLS

1.3.2 STUCCO CRACKS

1.3.3 FAILED AND DELAMINATING STUCCO CLADDING

1.3.4 STAINS IN STUCCO CLADDING

1.4 CONCRETE WALLS AND BUILDING ELEMENTS

1.4.1 CONCRETE SPALLS

1.4.2 CONCRETE CRACKS

1.4.3 DETERIORATED OR MISSING SEALANT

1.4.4 FAILED CONCRETE COATING

1.5 FENESTRATION ASSEMBLIES

1.5.1 CRACKED GLAZING UNITS

1.5.2 DETERIORATED OR MISSING SEALANT

1.5.3 DETERIORATED OR DISLODGED GASKETS

1.5.4 DETERIORATED LOUVERS

1.5.5 DETERIORATED METAL SUNSHADES

1.6 MISCELLANEOUS

1.6.1 ACTIVE MOISTURE LEAKS

1.6.2 ABANDONED ATTACHMENT ANCHORS

1.6.3 METAL DECK TO TERRA COTTA TRANSITION

1.6.4 DAMAGED CERAMIC TILES AT COLONNADE

1.6.5 EIFS WALL SEPARATION

1.6.6 CLEAN AND REPAIR METAL AWNING

1.6.7 CLEAN & PAINT OUTSIDE OF ELEVATOR PENTHOUSES

1.6.8 CLEAN & PAINT METAL PANELS OF OPC LEVEL 1

2.0 SCOPE 2

2.1.1 REPLACE SINGLE-GLAZED WINDOWS AND STOREFRONT WITH

DOUBLE GLAZING

2.1.2 REPLACE EXISTING DOUBLE GLAZED WINDOWS

3.0 SCOPE 3

4.0 SCOPE 4

5.0 SCOPE 5

5.1 REPLACE EXISTING NORTH VESTIBULE SLIDING DOOR WITH NEW

5.2 REPLACE EXISTING EAST VESTIBULE SLIDING DOOR WITH NEW

5.2.1 REPAIR FLASHING BETWEEN CANOPY AND VESTIBULE ROOF

5.3 REPLACE EXISTING SOUTH VESTIBULE SLIDING DOOR WITH NEW

6.0 SCOPE 6

7.0 SCOPE 7

7.1 REPLACE EXISTING ROOFING MATERIAL AND ROOF

ACCESSORIES OF BUILDING 1 WEST WING

7.2 REPLACE ROOFING MATERIALS AND ROOF ACCESSORIES OF

SECOND FLOOR CHAPEL ROOF

7.2.1 EXPANSION JOINT BETWEEN CHAPEL ROOF AND OPC.

NOTES: REFER TO RELEVANT SPECIFICATIONS FOR BASIS OF DESIGN,

WORKMANSHIP AND OTHER REQUIREMENTS.

BASE BID

ADD ALTERNATE 1

ADD ALTERNATE 2, 3

ADD ALTERNATE 2: BUILDING 1 WEST WING ROOF REPLACEMENT

ADD ALTERNATE 3: BUILDING 1 CHAPEL ROOF AND BRIDGE ROOF REPLACEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% NOT FOR CONSTRUCTION

BID DOCUMENTS

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT / ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

570-21-108VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

REPAIR EXTERIOR FINISHES BLDG 1 & OPC

2615 EAST CLINTON AVENUE

FRES…