36C24219B0008-003.pdf

ARCHITECT

VA WESTERN NEW YORK HEALTHCARE SYSTEM

BATAVIA, NEW YORK 14020

222 RICHMOND AVE

th re e q u a rt e rs in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions

Date th re e e ig h th s in c h o n e fo o t

F o n e h a lf in c h o n e fo o t

E

D

3 4 5 o n e in c h o n e fo o t

C 6 o n e a n d o n e h a lf in c h o n e fo o t

B th re e in c h e s o n e fo o t

A

1 2 3 4 5

Drawing Title

Location

V.A.M.C. BATAVIA, NEW YORK

7 8

Building Number

Project Title

Checked Drawn

Offi ce of Fac ilit ies

Station No.

Date

F E

D

6 7 8

C B

A

JULY 01, 2018

528A

SAFETY OFFICER

ENGINEERING MANAGERCARDIOLOGY MANAGER

DATE DATECHIEF OF STAFF

DATE

DATE

CARELINE MANAGER DATE

DATE

DATE

DATE

CHIEF ENGINEER

INFECTION CONTROL

DADRAD

PROJECT ENGINEER

DATE

DATE

stamp

10-208-

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

REPAIR/REPLACE ROOF

BATAVIA VA MEDICAL CENTER

60% SUBMISSION MARCH 09.2018

T1

TITLE SHEET

Martin Brothers

Chris Hall,P.E.

90% SUBMISSION JUNE 04.2018

BIDDING DOCUMENTS JULY 01.2018

6 20

27 21

VA WESTERN NEW YORK HEALTHCARE SYSTEM

222 RICHMOND AVENUE

BATAVIA, NY 14020

SCALE

X

X

X-X

X X-X

X X-X

X X-X

X X-X

ROOM NAME

X-X

X-X

B

SUBTITLE

DRAWING TITLEXX

A

X X-X

X X-X

D

X X-X

XXX

X

C

R EPA IR / R EPLA CE R O O F BATAVIA VA M ED I CA L CE N T E R

A B B R E V I A T I O N S

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

XXX

SECTION NUMBER

SHEET NUMBER

X

SURFACE

0'-0"

SHEET NUMBER

ELEVATION LETTER

ENLARGED AREA IDENTIFICATION

PLAN DETAIL IDENTIFICATION

WALL SECTION IDENTIFICATION

BUILDING SECTION IDENTIFICATION

INTERIOR ELEVATION IDENTIFICATION

PARTIAL SECTION OR DETAIL

IDENTIFICATION

STEEL

REVISION NUMBER

CONCRETE

EARTH

RIGID INSULATION

GYPSUM BOARD

PLYWOOD

INSULATION (BATT OR ICYNENE)

WOOD

MASONRY/BLOCK

DOOR NUMBER

ELEVATION TARGET

ROOM NAME & NUMBER

DRAWING TITLE IDENTIFICATION

NORTH ARROW

BRICK

CRUSHED STONE

S Y M B O L SDR A W I N G I N D EX

LETTER

OR

ELEVATION

A B B R E V I A T I O N S

ELECTRIC

EQUIPMENT

EXPANSION/EXPOSED

EXTERIOR

EQUIP.

EL/ELEV

ELEC

EXP

EXTR.

EXT.

EQ.

EXTRUDED

EQUAL

EXISTING

ALUM

ASPH

A.F.F.

AB.

ACT

ACST

ACRY

ALUMINUM

ASPHALT

ABOVE FINISH FLOOR

ALUMINUM THRESHOLD

ABOVE

ACOUSTIC CEILING TILE

ACOUSTIC

ACRYLIC WALL COATING

ADJUSTABLE / ADJACENT

EXG./EXIST.

S

MAR

MAS

M.O.

MACH

MAX

MECH

M.C.

M.H.

MTL

MISC

MIN

MLDG

MAT / MAT'L

MARBLE

MASONRY

MASONRY OPENING

MATERIAL

MACHINE

MAXIMUM

MECHANICAL

MEDICINE CABINET

MAN HOLE

METAL

MINIMUM

MISCELLANEOUS

MOULDING

M.R.

MRD

MOP RECEPTOR

MOISTURE RESISTANT DRYWALL

MTP METAL TOILET PARTITION

M.B. MARKERBOARD

SDL

SECT

SGT

SHT

SLV

SPEC

SQ

S./P.V.

S.S.

STL

SC

STD

ST.STL.

SUSP

SW

STR.

SADDLE

SECTION

STRUCTURAL GLAZED TILE

SHEET

SLEEVE

SPECIFICATION

STAINED / POLYURETHANE VARNISH

SQUARE

SERVICE SINK

STEEL

STANDARD

STAIN

STAINLESS STEEL

SUSPENDED

SWITCH

STRUCTURE

STAINED CONCRETE

FLOOR DRAINF.D.

F.F.

F.E.

FINISH FLOOR

FIRE EXTINGUISHER

FLOOR

F.M.

FIN

F.O.

FLOOR MATS

FRAMED OPENING

FINISH

F.R.P.

F.R. FIRE RESISTANT

FL /FLR

FIBERGLASS REINFORCED PLASTIC

FRZ FREEZER

FT FLOOR TILE

TYP.

TEMP

TER./TERR

T.S.

T & G T.C.

T.B.B.

T/ T.O.

T.BD. / T.B.

TONGUE & GROOVE

TYPICAL

TEMPERED

TUBE STEEL

TERRAZZO

TERRA COTTA

TACK BOARD

TILE BACKING BOARD

TOP OF...

TREADS

GL

GR

GRD

G.P.

GYP.BD.

GA

GALV

GRADE

GROUND

GREASE PROOF

GYPSUM BOARD

GAUGE

GALVANIZED

GLASS

UNFIN

U.V.

U / S U.N.O.

UNFINISHED

UNIT VENTILATOR

UNDERSIDE

UNLESS NOTED OTHERWISE

HAZ HAZARDOUS

V.P.

VAT

V.B.

VB PT

VWC

VSF

VENT

V.I.F.

VEST

VCT

VAPOR BARRIER

VENT PIPE

VENTILATOR

VINYL WALL COVERING

VINYL SHEET FLOORING

VERIFY IN FIELD

VESTIBULE

VINYL COMPOSITION TILE

VINYL ASBESTOS TILE

LIQUID APPLIED VAPOR BARRIER PAINT

W.W.F.

W.V.

WTCS

W.I.

WT

W.P.

W.L.

W.F.

WD

WCP

W.CR.

WELDED WIRE FABRIC

WATER VALVE

WALL TEXTURED COATING SYSTEM

WROUGHT IRON

WALL TILE

WATER PROOFING

WIDE FLANGE

WATER LINE

WOOD

WEATHERCAP

WATER COOLER

HT

H.M.

H.P.

HEIGHT

HOLLOW METAL

HIGH POINT

I.D.

INSUL

INV

INT./INTER.

INSIDE DIAMETER

INSULATION

INVERT

INTERIOR

JAN

JT

JANITOR

JOINT

KAL KALAMEIN

L

LINO

LAM

LGT

ANGLE

LINOLEUM

LAMINATE

LENGTH

HD. WD. HARD WOOD

B/

B.F.F.

BLK

BSMT

BAL.

BOTTOM OF...

BOARD

BELOW FINISH FLOOR

BLOCK

BASEMENT

BOTH SIDES

BALANCE

BASE TILE

CAB

CEM

CER

C.L.

CLG

C.M.P.

CH.BD.

CLR

CORR.

C,O, C.M.U.

COND

CONST

CONTR

CONV

COMPO

COP

COL.

CONC.

C.M.T.

C.T.W

CATCH BASIN

CAST IRON

CABINET

CEMENT

CERAMIC

COURSES/CHANNEL

CENTER LINE

CEILING

CORRUGATED METAL PIPE

CHALK BOARD

COOLER

CLEAN OUT

CONCRETE MASONRY UNIT

CERAMIC TILE

COLD ROLLED

CONTROL JOINT

CARPET

CORRIDOR

COLUMN

CONCRETE

CONDUCTOR

CONSTRUCTION

CONTRACTOR

CONVECTOR

COPPER

COMPOSITION

CERAMIC MOSAIC TILE

CERAMIC TILE WAINSCOT

DWG

DET

DIM

DRAWING

DRYWALL/GYP. BD.

DRINKING FOUNTAIN

DETAIL

DRAIN INLET

DIAMETER

DIMENSION

DITTO

DIVISION

DOWN

DRAIN

N.I.C.

NO

NOT IN CONTRACT

NUMBER

OBS OBSCURE

O.C. ON CENTER

OPNG

OPP

OPENING

OPPOSITE

O.D. OUTSIDE DIAMETER

O.S.C.I OWNER SUPPLIED,CONTRACTOR INSTALLED

O.S.O.I OWNER SUPPLIED,OWNER INSTALLED

P.C.T.

PART

PART.BD.

PLMB

POL

PREFAB

PT

PLYWD

P.A.F.

P.BD.

PLAS / PLS

P.L. / P.LAM.

P.L.

PF / PRE-FIN. PRE-FINISHED

PORCELIN CERAMIC TILE

PARTITION

PLASTER

PARTICLE BOARD

PLUMBING

PLATE

PLYWOOD

POLISHED

PLASTIC LAMINATE

PREFABRICATED

PAINT

PEG BOARD

POWDER ACTUATED FASTENER

P.T.

PV

PRESSURE TREATED

POLYURETHANE VARNISH

Q.T. QUARRY TILE

RB

REF

REG

REINF

R

RAD

RUBBER BASE

REFRIGERATOR

REGISTER

REINFORCING

RISER /RADIUS

RADIATOR

R.D.

R.O.

RWL

RUB

RM

R.T.U.

REQ / REQ'D

ROOF DRAIN

ROUGH OPENING

RAIN WATER LEADER

RUBBER

ROOM

ROOF TOP UNIT

REQUIRED

SI TE P L A N

SCA LE: N.T.S.

BD

ARCHITECTURAL:

T1 TITLE SHEET

AS01 ROOF LOCATION SITE PLAN

LP01 LIGHTING PROTECTION SITE PLAN

A1.0 ROOF PLAN BUILDING 1

A1.1 ROOF PLAN BUILDING 1

A2.0 ROOF PLAN BUILDING 2

A3.0 ROOF PLAN BUILDING 3

A4.0 ROOF PLAN BUILDING 4

A5.0 ROOF PLAN BUILDING 5

D1.0 DETAILS

D2.0 DETAILS

D3.0 DETAILS

D4.0 DETAILS

D5.0 DETAILS

BATAVIA, NEW YORK 14020

222 RICHMOND AVE

th re e q u a rt e rs in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions

Date th re e e ig h th s in c h o n e fo o t

F o n e h a lf in c h o n e fo o t

E

D

3 4 5 o n e in c h o n e fo o t

C 6 o n e a n d o n e h a lf in c h o n e fo o t

B th re e in c h e s o n e fo o t

A

1 2 3 4 5

Drawing Title

Location

V.A.M.C. BATAVIA, NEW YORK

7 8

Building Number

Project Title

Checked Drawn

Offi ce of Fac ilit ies

Station No.

Date

F E

D

6 7 8

C B

A

JULY 01, 2018

528A

SAFETY OFFICER

ENGINEERING MANAGERCARDIOLOGY MANAGER

DATE DATECHIEF OF STAFF

DATE

DATE

CARELINE MANAGER DATE

DATE

DATE

DATE

CHIEF ENGINEER

INFECTION CONTROL

DADRAD

PROJECT ENGINEER

DATE

DATE

stamp

10-208-

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

REPAIR/REPLACE ROOF

BATAVIA VA MEDICAL CENTER

60% SUBMISSION MARCH 09.2018

A1.0

ROOF PLAN

Martin Brothers

Chris Hall,P.E.

90% SUBMISSION JUNE 04.2018

BIDDING DOCUMENTS JULY 01.2018

BUILDING 1 (PARTIAL) SCALE: 1/8"=1'-0"

ROOF PLAN

D2.0

D4.0

D3.0

D5.0

D1.0

D5.0

D5.0

D5.0

D5.0

D3.0

D1.0

D5.0

D5.0

D5.0

D1.0

D1.0

D5.0

D1.0

D1.0

D1.0

D4.0

D1.0

D1.0

D1.03

D1.0

D1.0

D1.0

D1.0

D1.0

D2.0

D1.0

D1.0

D1.0

D1.0

D4.0

D4.0

D4.0

D4.0

D1.0

D4.0

D3.0

D3.0

D1.0

D1.0

D4.0

D1.0

D1.0

D4.0

GUTTER OUTLETS TIE BACK INTO INTERIOR BUILDING

(TYP. @ GUTTERS

1,753.3SF 1,753.3SF

1,381.5SF 1,381.5SF

1,012.8SF

1,012.8SF

1,220.7SF

1,220.7SF

679.5SF

1,121.3SF

399.0 SF

197.9SF

110.4SF

63.8 SF

569.2SF

246.5SF

121.8SF

1,080.5SF

1,080.5SF

407.4 SF

864.2SF

EXIST. PIPE RAIL GUARD TO BE REMOVED

INSTALL NEW PIPE RAIL GUARD ON NEW

METAL ROOF (APPROX. 18 LIN. FT. @ 36"

HIGH )

REMOVE ALL EXISTING METAL EDGES

AND PROVIDE NEW PREFINISHED METAL

EDGES

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SLOPE

SLOPE

SLOPE

EXIST. LADDER TO REMAIN

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) TIE INTO

EXIST. DOWNSPOUTS

EXIST. LIMESTONE CHIMNEYS CAPS TO REMAIN

EXIST. CHIMNEYS W/ LIMESTONE CAPS

TO REMAIN

EXIST. ROOF VENT TO REMAIN

NEW FLASHING & SLEEVE TO

BE PROVIDED (SEE DETAIL)

SLOPE

121.8SF

SLOPE

SLOPESLOPE

SL

O

PE

SLOPE SLOPE

SLOPE SLOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

EXIST. ROOF PENETRATION TO REMAIN

EXIST. PIPE RAIL (PAINTED) W/ UMBRELLA

TYPE FLASHING W/ SLEEVES TO REMAIN

EXIST. EQUIPMENT RAILS TO REMAIN

EXIST. EQUIPMENT RAILS TO REMAIN

EXIST. EQUIPMENT CURBS TO REMAIN

EXIST. DUCTWORK PENETRATES SLOPED ROOF

EXIST. BUILT IN COPPER GUTTERS TO BE

REMOVED & REPLACE WITH NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) TIE NEW

GUTTERS INTO EXISTING INTERNAL

DOWNSPOUTS

617.5SF

1AA

1F

EXIST. BUILT-IN GUTTER LINED

W/ EPDM (EA. SIDE)

EXISTING SCUPPER TO

REMAIN

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN ALONG WITH RAIN WATER LEADER

AND REINSTALL

PROVIDE NEW SEALANT AS REQUIRED AT

LIMESTONE COPING (APPROX. 50 LIN. FT. )

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) ATTACH TO

EXIST. DOWNSPOUTS

PROVIDE APPROX. 6 S.F. OF MISSING &

DAMAGED ROOF TILES AND ADD FIRE RETARDANT

TREATED WOOD SHEATHING, IN THICKNESS & KIND

TO MATCH EXISTING

EXIST. EQUIPMENT WITH CURB TO

REMAIN, PROVIDE NEW ROOF

SYSYEM CURB FLASHING PER DETAIL

PONDED WATER W/GREEN

ALGIE TO BE REMOVED FOR

INSTALLATION OF NEW ROOF

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE EXISTING COPPER VALLEYS,

NEW PREFINISHED METAL VALLEY FLASHING

TO BE PROVIDED AT VALLEY INTERSECTION

OF SLATE ROOF

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) ATTACH TO

EXIST. DOWNSPOUTS

REMOVE & REINSTALL EXISTING LIGHTNING

PROTECTION SYSTEM ON NEW COPING

EXIST. LIMESTONE CHIMNEYS CAPS TO REMAIN

REMOVE EXIST. COPPER CRICKET & FLASHING

INSTALL NEW PREFINISHED CRICKET & FLASHING

REMOVE ENTIRE STANDING COPPER ROOF

INSTALL NEW PREFINISHED STANDING SEAM

METAL ROOF ON ICE AND WATER SHIELD.

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

ALL SLATE SIDING TO BE REMOVED FROM EXTERIOR 2x4 WALLS.

NEW SHEATHING AND ICE & WATER SHIELD TO BE PROVIDED ON

EXISTING 2x4 FRAMING. DISCARD DEFECTIVE TILES AND PROVIDE SALVAGED

EXISTING SLATE IN GOOD CONDITION,OR NEW SLATE TO MATCH

EXISTING IN SIZE AND COLOR .

462 S.F.

PROVIDE NEW FLASHINGS AT THE ROOF CURB

AND PENETRATIONS (SEE DETAIL)

CLEAN RAIN WATER

LEADERS AND ROOF

DRAINS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE ALL PERIMETER FLASHINGS AND EXPANSION

JOINTS AND INSTALL NEW INCLUDING SEALANTS (SEE

DETAIL AND SPEC'S.)

PROVIDE NEW JOINT SEALANTS

AT EXISTING LIMESTONE COPING

NOTE:

NO ACTION EPDM ROOF

MEMBRANE TO REMAIN AS IS

EPDM/WRAPS COVERS

METAL EDGE

EXISTING WOOD RAILS & PEDESTALS

TO REMAIN

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK PROVIDE AND INSTALL

NEW MODIFIED SBS GRANULATED BUILT-UP ROOF ON

NEW RIGID TAPERED INSULATION TO DRAIN ON EXISTING DECK

REMOVE ALL PERIMETER FLASHINGS AT WALL CONDITION

AND INSTALL NEW INCLUDING SEALANTS (SEE DETAIL & SPEC'S.)

EXISTING LIMESTONE COPING PROVIDE NEW

SEALANT AS REQUIRED (APPROX. 50 LIN. FT.)

EXIST. ROOF DRAIN REMOVE CLEAN & REINSTALL

PROVIDE NEW FLASHING AT SMOKE VENT CURB

(SEE DETAIL)

EXISTING SMOKE HATCH TO REMAIN

REMOVE STANDING WATER & DEBRIS FROM ROOF

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK PROVIDE AND INSTALL

NEW MODIFIED SBS GRANULATED BUILT-UP ROOF ON

NEW RIGID TAPERED INSULATION TO DRAIN ON EXISTING DECK

REMOVE ALL METAL EDGE STRIPS AND

REPLACE WITH NEW PREFINISHED EDGE STRIPS

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN AND REINSTALL

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN AND REINSTALL

CLEAN RAIN WATER LEADER AT ROOF DRAIN

COPPER CAP ON RAILS TO REMAIN

EXISTING WOOD RAILS & PEDESTALS

TO REMAIN

SL

O

PE

SL

O

PE

ALUMINUM SNOW FENCE

TO REMAIN

EXIST. BUILT IN COPPER GUTTERS TO BE

REMOVED & REPLACE WITH NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.)

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN AND REINSTALL

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN AND REINSTALL

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK PROVIDE AND INSTALL

NEW MODIFIED SBS GRANULATED BUILT-UP ROOF ON

NEW RIGID TAPERED INSULATION TO DRAIN ON EXISTING DECK

REMOVE ALL PERIMETER FLASHINGS AT WALL CONDITION

AND INSTALL NEW INCLUDING SEALANTS (SEE DETAIL & SPEC'S.)

PROVIDE NEW SEALANT AS REQUIRED AT

LIMESTONE COPING (APPROX. 50 LIN. FT.)

PROVIDE NEW FLASHING AT SMOKE VENT CURB

SLOPE

SLOPE

PREFINISHED METAL EDGE TO REMAIN (PATINA GREEN)

EXISTING ALUMINUM SNOW

FENCE TO REMAIN

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) ATTACH TO

EXIST. DOWNSPOUTS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE EXISTING COPPER RIDGE CAP

NEW PREFINISHED METAL RIDGE CAP

TO BE PROVIDED AT ALL ROOF TILE RIDGES

SL

O

PE

SL

O

PE

SL

O

PE

EXIST. PREFIN. METAL EDGE

TO BE REMOVED INSTALL

NEW BREAK METAL .040 MIN.

(SEE DETAIL)

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) ATTACH TO

EXIST. DOWNSPOUTS

EXIST. PREFIN. METAL EDGE TO BE REMOVED

INSTALL NEW PREFIN. METAL EDGE (SEE DETAIL )

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

PROVIDE NEW FLASHINGS AT SMOKE VENT CURB

REMOVE ALL PERIMETER FLASHINGS AT ROOF

TO WALL CONDITION AND INSTALL NEW INCLUDING

SEALANTS ( SEE SPEC'S.)

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

EXIST. ROOF HATCH TO BE REMOVED INSTALL

NEW ROOF HATCH (SEE DETAIL & SPEC'S.)

EXIST. ROOF HATCH TO BE REMOVED INSTALL

NEW ROOF HATCH (SEE DETAIL & SPEC'S.)

EXIST. ROOF HATCH TO BE REMOVED INSTALL

NEW ROOF HATCH (SEE DETAIL & SPEC'S.)

ENTIRE ROOF AREA INCLUDING PERIMETER FLASHINGS, CURBS

AND EQUIPMENT RAIL FLASHINGS TO BE PREPARED AND COATED

WITH NEW ROOF COATING. (SEE SPEC'S.) LEAVING EQUIPMENT IN

PLACE AS ROOF IS BEING RECOATED.

ENTIRE ROOF AREA INCLUDING PERIMETER

FLASHINGS, CURBS AND EQUIPMENT RAIL

FLASHINGS TO BE PREPARED AND COATED

WITH NEW ROOF COATING. (SEE SPEC'S.)

LEAVING EQUIPMENT IN PLACE AS ROOF

IS BEING RECOATED.

SL

O

PE

SLOPE

SL

O

PE

SL

O

PE

SLOPE

SL

O

PE

SLOPE

PROVIDE AND INSTALL PERMANENT STAINLESS STEEL

D-RING ANCHOR AS A FALL-ARREST TIE-OFF POINT.

D-RING SHALL BE EQUIVALENT TO GRAINGER,DBI-SALA,

ITEM # 2UZE5. INSTALLATION: PERMINENT W/LAG BOLTS

W/CAPACITY TO SUPPORT INDIVIDUAL LOADS.

RING DIA. 3 1/4"

WEIGHT CAPACITY: 310 ILS.

TENSILE STRENGTH: 5000 LBS.

STDS.: OSHA,ANSI Z359

BOLT D-RING TO COPING/

BLOCKING NEAR DOOR

BOLT TO COPING/

BLOCKING NEAR LADDER

BOLT D-RING ANCHOR TO INSIDE

HATCH (SEE NOTE THIS SHEET)

TO BLDG. #3

TO

B

LD

G

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

RE-ROOF USING EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

SL

O

PE

A

AA A

A

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

A

A

A

A

A A

B

OPEN ENDED GUTTER DRAINS

TO FLAT ROOF

A A

BOLT D-RING ANCHOR TO INSIDE

HATCH (SEE NOTE THIS SHEET)

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

PER NEW STANDING SEAM ROOF

REQUIREMENTS (SEE DETAIL)

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

FL

AT

R O

O F

A

RE

A N

O T

IN

C

O N

TR

AC

T

SEE SHEET # 10-208-LP01

FOR LOCATION OF LIGHTING

PROTECTION FOR BUILDINGS

(1-5) AS DIRECTED UNDER THIS

CONTRACT.

KEY NOTES:

A

B ICE AND SNOW GUARD TO BE ADDED (SEE SPEC'S.) ALSO SEE DETAIL SHEET.

NOTES:

PENETRATIONS SHOWN ON THIS PLAN

ARE APPROX. BY LOCATION & QUANITY.

CONTRACTOR TO VERIFY LOCATION AND

QUANITY IN FIELD. (TYP.)

A

A

(SLATE ROOF TILE AREAS)

1.) CAREFULLY REMOVE FOR REUSE THE EXISTING SLATE ROOF TILES WITHIN THIS AREA.

2.) STORE SLATE ROOF TILES IN SAFE LOCATION FOR REUSE.

3.) REMOVE ALL EXISTING WATER BARRIER, FELT AND ROOF PAPER.

4.) INSPECT EXISTING WOOD ROOF DECK FOR DAMAGE AND DECAY.

5.) REPLACE 50% OF WOOD ROOF DECK WITH WOOD PLANKING AND PLYWOOD OF FIRE

RETARDANT TREATED TYPE. IN THICKNESS AND KIND TO MATCH EXISTING WOOD

DECK TO REMAIN. (SEE SPECIFICATION SECTION 061000).

6.) INSTALL NEW ROOF MEMBRANE PER SPECIFICATIONS.

7.) INSTALL SALVAGED SLATE ROOF TILES ALONG WITH 30% OF NEW

REPLACEMENT SLATE TILES TO MATCH.

8.) SEE SPECIFICATIONS SECTIONS FOR ADDITIONAL INFORMATION.

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

C

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL FLASHINGS ,COPINGS,

MASONRY STEP FLASHINGS AND RIDGE CAPS IN THE SCOPE OF WORK AREA ARE

TO BE CAREFULLY REMOVED AND TEMPORARILY STORED ON THE SITE FOR REUSE

ON THE ROOF AREAS. NEW COPPER METAL FLASHINGS ,COPINGS, MASONRY STEP

FLASHINGS AND RIDGE CAPS SHALL BE REPLACED WITH NEW COPPER METAL TO

MATCH SHAPES,PATTERNS, PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION

AND APPROVAL OF THE COR AT THE VAMC FACILITY.

D

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL STANDING SEAM EAVE PANELS

IN THE SCOPE OF WORK AREA ARE TO BE CAREFULLY REMOVED AND TEMPORARILY STORED

ON THE SITE FOR REUSE ON THE ROOF AREAS . NEW COPPER METAL STANDING SEAM EAVE

PANELS SHALL BE REPLACED WITH NEW COPPER METAL TO MATCH SHAPES, PATTERNS,

PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION AND APPROVAL OF THE COR AT

THE VAMC FACILITY.

ROOF CORE TAKEN #5

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #4A

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #4

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #3

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #6

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

EXISTING COPPER MASONRY STEP FLASHING SHALL

BE REUSED. PROVIDE NEW JOINT SEALANT AND MORTAR

AS REQUIRED TO MAKE WATERTIGHT. SEE KEY NOTE C

FOR ADDITIONAL INFORMATION. (TYPICAL)

EXISTING COPPER MASONRY STEP FLASHING SHALL

BE REUSED. PROVIDE NEW JOINT SEALANT AND MORTAR

AS REQUIRED TO MAKE WATERTIGHT. SEE KEY NOTE C

FOR ADDITIONAL INFORMATION. (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL THE EXISTING COPPER METAL RIDGE CAPS &

VALLEY FLASHINGS. SEE KEY NOTE C FOR

ADDITIONAL INFORMATION (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL THE EXISTING COPPER METAL RIDGE CAPS &

VALLEY FLASHINGS. SEE KEY NOTE C FOR

ADDITIONAL INFORMATION (TYPICAL)

EXISTING COPPER MASONRY STEP FLASHING SHALL

BE REUSED. PROVIDE NEW JOINT SEALANT AND MORTAR

AS REQUIRED TO MAKE WATERTIGHT. SEE KEY NOTE C

FOR ADDITIONAL INFORMATION. (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION &

REUSE ALL THE EXISTING COPER METAL STANDING

SEAM EAVE PANELS. SEE NOTE D FOR ADDITIONAL

INFORMATION. TYPICAL

CAREFULLY REMOVE FOR REINSTALLATION &

REUSE ALL THE EXISTING COPER METAL STANDING

SEAM EAVE PANELS. SEE NOTE D FOR ADDITIONAL

INFORMATION. TYPICAL

CAREFULLY REMOVE FOR REINSTALLATION &

REUSE ALL THE EXISTING COPER METAL STANDING

SEAM EAVE PANELS. SEE NOTE D FOR ADDITIONAL

INFORMATION. TYPICAL

EXIST. GUTTER TO BE REMOVED, INSTALL

NEW BREAK METAL .040 MIN. GUTTER (SEE

DETAIL )

A. REPLACE ROOFS: PROVIDE ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION

NECESSARY TO REPLACE EXISTING ROOF SYSTEMS LOCATED AT THE VA MEDICAL CENTER,

222 RICHMOND AVENUE BATAVIA, NEW YORK,14020. WORK INCLUDES REMOVAL, REPLACEMENT.

OF EXISTING MATERIALS, SYSTEMS, CONSTRUCTION AND CERTAIN OTHER ITEMS.

B. NEW ROOFING SYSTEMS SHALL INCLUDE ALL ASSOCIATED ITEMS AND MATERIALS, CONSISTING OF BUT NOT LIMITED TO A MODIFIED BUILT-UP-ROOF SYSTEM, ALUMINUM FLASHINGS,TAPERED INSULATION, FASTENING, VAPOR BARRIER, DRAINS, SCUPPERS, PARAPET WALLS, AND MASONRY JOINT REPAIRS, CAULKING, WALK PADS, PRESSURE TREATED WOOD BLOCKING, CURBS, AND ITEMS FASTENED, ATTACHED, AND/OR PROJECTING THROUGH THE ROOF LAYERS. EXISTING ROOFING SHALL INCLUDE THE COMPLETE REMOVAL OF ALL MATERIALS, DOWN TO HARD DECK SURFACE. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE APPLICABLE FEDERAL , STATE , AND LOCAL REGULATIONS , STANDARDS , CODE RULE 56 AND CODES GOVERNING ASBESTOS ABATEMENT , AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH THE ABATEMENT . BUILDING WATERTIGHT INTEGRITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES . WHERE ROOF WORK ABUTS TO ADJOINING ROOF SURFACES AND APPENDENCIES , THESE PORTIONS SHALL BE INCLUDED WITHIN STATEMENT OF WORK.

ALL WORK SHALL BE IN ACCORDANCE WITH SCOPE OF WORK , MANUFACTURES AND VA SPECIFICATIONS.

C. SEE SPECIFICATIONS SECTIONS FOR ROOF TYPES.

D. WORKING HOURS : HOURS OF WORK SHALL BE AS DETERMINED BY COTR.

E. SUBMITTALS : ALL PRODUCT DATA SUBMITTALS SHALL BE REQUIRED AT TIME OF PRE-CONSTRUCTION MEETING.

F. AS-BUILT DRAWINGS : INCLUDE WITH CLOSEOUT SUBMITTALS.

G. TEMPORARY PROTECTION : INSTALL TEMPORARY PROTECTION CONSISTING OF A TEMPORARY SEAL, COVER AND WATER CUT-OFF'S AT THE END OF EACH DAY'S WORK AND WHEN WORK IS HALTED FOR AN INDEFINITE PERIOD OR WORK IS STOPPED WHEN PRECIPITATION IMMINENT. INSTALL TEMPORARY ROOF WHEN WEATHER DOES NOT PERMIT INSTALLATION OF A COMPLETED PERMANENT ROOF SYSTEM OR ROOF WOULD BE SUBJECT TO PHASING OF ROOF WORK.

PROVIDE TEMPORARY PROTECTION AGAINST DAMAGE FOR PORTIONS OF EXISTING STRUCTURES, GROUNDS AND INTERIORS

AT ALL TIMES, FROM DAMAGE, DUST, AND WEATHER INCLEMENCY .

H. PHASING: FURNISH THE COTR WITH THE SCHEDULE OF APPROXIMATE DATES ON WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA. NOTIFY THE COTR TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF OF STARTING WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN SUCCESSIVE PHASES MUTUALLY TO

COTR AND CONTRACTOR.

I . UTILITIES & BUILDING SERVICES: MAINTAIN EXISTING UTILITY AND BUILDING SERVICES FOR MEDICAL CENTER AT ALL TIMES.

PROVIDE TEMPORARY SERVICES, LABOR, MATERIALS, EQUIPMENT, CONNECTIONS, AND UTILITIES TO ASSURE UNINTERRUPTED SERVICES. NO SERVICE MAY BE INTERRUPTED WITHOUT PRIOR APPROVAL OF COTR. SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, 48 HOURS IN ADVANCE OR PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION.

J. USE OF ROADWAYS: USE ONYL ESTABLISHED PUBLIC ROADS AND ROADS ON MEDICAL CENTER PROPERTY AND, WHEN AUTHORIZED BY THE COTR. WHEN NECESSARY TO CROSS CURBING, SIDEWALKS, OR SIMILAR CONSTRUCTION, THEY MUST BE PROTECTED BY WELL-CONSTRUCTED BRIDGES. WHEN PRE-APPROVED BY COTR, EQUIPMENT AND VEHICLES MAY TRAVERSE AND STAGE ON LAWNS AT ASSIGNED LOCATIONS. LAWNS SHALL BE PROTECTED FROM SEVER DAMAGE AND RUTS. ALL

LOCATIONS SHALL BE SUBJECT TO RESTORATION AND RE-SEEDING.

K. IT HAS BEEN DETERMINED UTILIZING NFPA 780 STANDARD THAT ALL BUILDINGS WITHIN THIS PROJECT SHOULD BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. REFER TO SHEET LPO1 FOR SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES

BREAKLINE: SEE SHT. A3.O FOR

CONTINUATION

BLDG. #1

TO

B

LD

G

KEY PLAN

BREAKLINE:

SEE SHT.# A1.1

FOR CONTINUATION

1 (PARTIAL)

BATAVIA, NEW YORK 14020

222 RICHMOND AVE

th re e q u a rt e rs in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions

Date th re e e ig h th s in c h o n e fo o t

F o n e h a lf in c h o n e fo o t

E

D

3 4 5 o n e in c h o n e fo o t

C 6 o n e a n d o n e h a lf in c h o n e fo o t

B th re e in c h e s o n e fo o t

A

1 2 3 4 5

Drawing Title

Location

V.A.M.C. BATAVIA, NEW YORK

7 8

Building Number

Project Title

Checked Drawn

Offi ce of Fac ilit ies

Station No.

Date

F E

D

6 7 8

C B

A

JULY 01, 2018

528A

SAFETY OFFICER

ENGINEERING MANAGERCARDIOLOGY MANAGER

DATE DATECHIEF OF STAFF

DATE

DATE

CARELINE MANAGER DATE

DATE

DATE

DATE

CHIEF ENGINEER

INFECTION CONTROL

DADRAD

PROJECT ENGINEER

DATE

DATE

stamp

10-208-

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

REPAIR/REPLACE ROOF

BATAVIA VA MEDICAL CENTER

60% SUBMISSION MARCH 09.2018

A1.1

ROOF PLAN

Martin Brothers

Chris Hall,P.E.

90% SUBMISSION JUNE 04.2018

BIDDING DOCUMENTS JULY 01.2018

BUILDING 1 (PARTIAL) SCALE: 1/8"=1'-0"

ROOF PLAN

D1.0

D-1.0

D1.0

D1.0

D4.0

D1.0

D2.0

D5.0

D3.0

D4.0

D2.0

D5.0

D5.0

D1.0

D5.0

D1.0

D1.0

D1.0

D1.0

D1.0

D1.0

D4.0

D4.0

D4.0

D4.0

D1.0

D1.0

D1.0

D3.0

D1.0

D4.0

D1.0

D5.0

1,753.3SF 1,753.3SF

1,381.5SF 1,381.5SF

1,012.8SF

1,012.8SF

1,220.7SF

1,220.7SF

1,121.3SF

197.9SF

246.5SF

187.7SF

1,080.5SF

EXIST. ROOF DRAIN TO REMAIN,

REMOVE CLEAN AND REINSTALL

SLOPE SLOPE

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN AND REINSTALL

SLOPE

EXIST. PIPE RAIL (PAINTED) W/ UMBRELLA

TYPE FLASHING W/ SLEEVES, NEW

FLASHING AND SLEEVE AS REQUIRED (SEE

DETAIL)

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN & REINSTALL (SEE DETAIL)

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) TIE INTO

EXIST. DOWNSPOUTS

EXIST. ROOF VENTILATOR TO REMAIN

INSTALL NEW FLASHING AND SLEEVES

EXIST. CHIMNEYS W/ LIMESTONE CAPS

TO REMAIN

EXIST. ROOF VENTILATOR TO REMAIN NEW

FLASHING AND SLEEVE TO BE PROVIDED

TO BLDG. #4

EXIST. CURB & ROOFTOP UNIT

TO REMAIN

SL

O

PE

ALUM. SNOW FENCE

TO REMAIN

SLOPE SLOPE

SLOPE

EXISTING VENT TO REMAIN NEW FLASHING

& SLEEVE TO BE PROVIDED (SEE DETAIL )

PROVIDE NEW SEALANT AS REQUIRED AT LIMESTONE

COPING (APPROX. 50 LIN. FT.)

SL

O

PE

ALUM. SNOW FENCE

TO REMAIN

EXIST. ROOF DRAIN TO REMAIN, REMOVE

CLEAN ALONG WITH RAIN WATER LEADER

AND REINSTALL

PROVIDE NEW SEALANT AS REQUIRED AT

LIMESTONE COPING (APPROX. 50 LIN. FT. )

EXIST. COPPER GUTTERS TO BE REMOVED

INSTALL NEW CUSTOM PREFINISHED

COMMERCIAL GRADE METAL GUTTERS IN

SAME LOCATION & CONFIGURATION

(.040 MIN.) ATTACH TO EXIST.

DOWNSPOUTS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE TO BE

PROVIDED (SEE DETAIL)

EXIST. ROOF HATCH TO BE REMOVED

INSTALL NEW "BILCO" TYPE ROOF HATCH

(SEE DETAIL)

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) TIE INTO

EXIST. DOWNSPOUTS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

PROVIDE NEW STEPPED FLASHING INTERSECTION OF

EXISTING SLATE TILES IN GOOD CONDITION, OR NEW

SLATE TO MATCH EXISTING SIZE & COLOR

EXIST. EQUIPMENT WITH CURB TO

REMAIN, PROVIDE NEW ROOF

SYSYEM CURB FLASHING PER DETAIL

PONDED WATER W/GREEN

ALGIE TO BE REMOVED FOR

INSTALLATION OF NEW ROOF

EXIST. BUILT-IN COPPER GUTTERS TO BE

REMOVED INSTALL NEW CUSTOM

PREFINISHED COMMERCIAL GRADE

METAL GUTTERS IN SAME LOCATION &

CONFIGURATION (.040 MIN.) ATTACH TO

EXIST. DOWNSPOUTS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

EXIST. COPPER GUTTERS TO BE REMOVED

INSTALL NEW CUSTOM PREFINISHED

COMMERCIAL GRADE METAL GUTTERS IN

SAME LOCATION & CONFIGURATION

(.040 MIN.) ATTACH TO EXIST.

DOWNSPOUTS

EXIST. ROOF PENETRATION TO REMAIN

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

EXIST. PREFIN. METAL EDGE

TO BE REMOVED INSTALL

NEW BREAK METAL .040 MIN.

(SEE DETAIL)

BALLASTED EPDM TO REMAIN

(NO ACTION REQUIRED)

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

REMOVE ALL PERIMETER FLASHING AT ROOF

TO WALL CONDITION & INSTALL NEW INCLUDING

SEALANTS (SEE SPEC'S.)

PROVIDE NEW FLASHING AT SMOKE VENT CURB

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

PREFIN. METAL EDGE TO BE REMOVED

INSTALL NEW PREFINISHED METAL EDGE STRIPS

.040 MIN.) (SEE DETAIL)

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

PROVIDE NEW FLASHINGS AT SMOKE VENT CURB

REMOVE ALL PERIMETER FLASHINGS AT ROOF

TO WALL CONDITION AND INSTALL NEW INCLUDING

SEALANTS ( SEE SPEC'S.)

EXIST. ROOF HATCH TO BE REMOVED INSTALL

NEW ROOF HATCH (SEE DETAIL & SPEC'S.)

SL

O

PE

SL

O

PE

SLOPE

SL

O

PE

PROVIDE AND INSTALL PERMANENT STAINLESS STEEL

D-RING ANCHOR AS A FALL-ARREST TIE-OFF POINT.

D-RING SHALL BE EQUIVALENT TO GRAINGER,DBI-SALA,

ITEM # 2UZE5. INSTALLATION: PERMINENT W/LAG BOLTS

W/CAPACITY TO SUPPORT INDIVIDUAL LOADS.

RING DIA. 3 1/4"

WEIGHT CAPACITY: 310 ILS.

TENSILE STRENGTH: 5000 LBS.

STDS.: OSHA,ANSI Z359

FLAT ROOF AREA

NOT IN CONTRACT

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

BOLT D-RING ANCHOR TO INSIDE

HATCH (SEE NOTE THIS SHEET)

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

FLAT ROOF AREA

NOT IN CONTRACT

SLOPE

SL

O

PE

SL

O

PE

AA

AA

B

A A

A

A

A

B

A

A A

A

BOLT D-RING ANCHOR TO INSIDE HATCH

(SEE NOTE THIS SHEET)

BOLT D-RING ANCHOR TO INSIDE HATCH

(SEE NOTE THIS SHEET)EXIST. LADDER TO REMAIN

B

SEE SHEET # 10-208-LP01

FOR LOCATION OF LIGHTING

PROTECTION FOR BUILDINGS

(1-5) AS DIRECTED UNDER THIS

CONTRACT.

KEY NOTES:

A

B ICE AND SNOW GUARD TO BE ADDED (SEE SPEC'S.) ALSO SEE DETAIL SHEET.

NOTES:

PENETRATIONS SHOWN ON THIS PLAN

ARE APPROX. BY LOCATION & QUANITY.

CONTRACTOR TO VERIFY LOCATION AND

QUANITY IN FIELD. (TYP.)

(SLATE ROOF TILE AREAS)

1.) CAREFULLY REMOVE FOR REUSE THE EXISTING SLATE ROOF TILES WITHIN THIS AREA.

2.) STORE SLATE ROOF TILES IN SAFE LOCATION FOR REUSE.

3.) REMOVE ALL EXISTING WATER BARRIER, FELT AND ROOF PAPER.

4.) INSPECT EXISTING WOOD ROOF DECK FOR DAMAGE AND DECAY.

5.) REPLACE 50% OF WOOD ROOF DECK WITH WOOD PLANKING AND PLYWOOD OF FIRE

RETARDANT TREATED TYPE. IN THICKNESS AND KIND TO MATCH EXISTING WOOD

DECK TO REMAIN. (SEE SPECIFICATION SECTION 061000).

6.) INSTALL NEW ROOF MEMBRANE PER SPECIFICATIONS.

7.) INSTALL SALVAGED SLATE ROOF TILES ALONG WITH 30% OF NEW

REPLACEMENT SLATE TILES TO MATCH.

8.) SEE SPECIFICATIONS SECTIONS FOR ADDITIONAL INFORMATION.

C

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL FLASHINGS ,COPINGS,

MASONRY STEP FLASHINGS AND RIDGE CAPS IN THE SCOPE OF WORK AREA ARE

TO BE CAREFULLY REMOVED AND TEMPORARILY STORED ON THE SITE FOR REUSE

ON THE ROOF AREAS. NEW COPPER METAL FLASHINGS ,COPINGS, MASONRY STEP

FLASHINGS AND RIDGE CAPS SHALL BE REPLACED WITH NEW COPPER METAL TO

MATCH SHAPES,PATTERNS, PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION

AND APPROVAL OF THE COR AT THE VAMC FACILITY.

D

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL STANDING SEAM EAVE PANELS

IN THE SCOPE OF WORK AREA ARE TO BE CAREFULLY REMOVED AND TEMPORARILY STORED

ON THE SITE FOR REUSE ON THE ROOF AREAS . NEW COPPER METAL STANDING SEAM EAVE

PANELS SHALL BE REPLACED WITH NEW COPPER METAL TO MATCH SHAPES, PATTERNS,

PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION AND APPROVAL OF THE COR AT

THE VAMC FACILITY.

ROOF CORE TAKEN #13

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #2

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #1

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #7

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN #14

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL THE EXISTING COPPER METAL RIDGE CAPS &

VALLEY FLASHINGS. SEE KEY NOTE C FOR

ADDITIONAL INFORMATION (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION &

REUSE ALL THE EXISTING COPER METAL STANDING

SEAM EAVE PANELS. SEE NOTE D FOR ADDITIONAL

INFORMATION. TYPICAL

CAREFULLY REMOVE FOR REINSTALLATION &

REUSE ALL THE EXISTING COPER METAL STANDING

SEAM EAVE PANELS. SEE NOTE D FOR ADDITIONAL

INFORMATION. TYPICAL

EXIST. GUTTER TO BE REMOVED, INSTALL

NEW BREAK METAL .040 MIN. GUTTER (SEE

DETAIL )

A. REPLACE ROOFS: PROVIDE ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION

NECESSARY TO REPLACE EXISTING ROOF SYSTEMS LOCATED AT THE VA MEDICAL CENTER,

222 RICHMOND AVENUE BATAVIA, NEW YORK,14020. WORK INCLUDES REMOVAL, REPLACEMENT.

OF EXISTING MATERIALS, SYSTEMS, CONSTRUCTION AND CERTAIN OTHER ITEMS.

B. NEW ROOFING SYSTEMS SHALL INCLUDE ALL ASSOCIATED ITEMS AND MATERIALS, CONSISTING OF BUT NOT LIMITED TO A MODIFIED BUILT-UP-ROOF SYSTEM, ALUMINUM FLASHINGS,TAPERED INSULATION, FASTENING, VAPOR BARRIER, DRAINS, SCUPPERS, PARAPET WALLS, AND MASONRY JOINT REPAIRS, CAULKING, WALK PADS, PRESSURE TREATED WOOD BLOCKING, CURBS, AND ITEMS FASTENED, ATTACHED, AND/OR PROJECTING THROUGH THE ROOF LAYERS. EXISTING ROOFING SHALL INCLUDE THE COMPLETE REMOVAL OF ALL MATERIALS, DOWN TO HARD DECK SURFACE. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE APPLICABLE FEDERAL , STATE , AND LOCAL REGULATIONS , STANDARDS , CODE RULE 56 AND CODES GOVERNING ASBESTOS ABATEMENT , AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH THE ABATEMENT . BUILDING WATERTIGHT INTEGRITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES . WHERE ROOF WORK ABUTS TO ADJOINING ROOF SURFACES AND APPENDENCIES , THESE PORTIONS SHALL BE INCLUDED WITHIN STATEMENT OF WORK.

ALL WORK SHALL BE IN ACCORDANCE WITH SCOPE OF WORK , MANUFACTURES AND VA SPECIFICATIONS.

C. SEE SPECIFICATIONS SECTIONS FOR ROOF TYPES.

D. WORKING HOURS : HOURS OF WORK SHALL BE AS DETERMINED BY COTR.

E. SUBMITTALS : ALL PRODUCT DATA SUBMITTALS SHALL BE REQUIRED AT TIME OF PRE-CONSTRUCTION MEETING.

F. AS-BUILT DRAWINGS : INCLUDE WITH CLOSEOUT SUBMITTALS.

G. TEMPORARY PROTECTION : INSTALL TEMPORARY PROTECTION CONSISTING OF A TEMPORARY SEAL, COVER AND WATER CUT-OFF'S AT THE END OF EACH DAY'S WORK AND WHEN WORK IS HALTED FOR AN INDEFINITE PERIOD OR WORK IS STOPPED WHEN PRECIPITATION IMMINENT. INSTALL TEMPORARY ROOF WHEN WEATHER DOES NOT PERMIT INSTALLATION OF A COMPLETED PERMANENT ROOF SYSTEM OR ROOF WOULD BE SUBJECT TO PHASING OF ROOF WORK.

PROVIDE TEMPORARY PROTECTION AGAINST DAMAGE FOR PORTIONS OF EXISTING STRUCTURES, GROUNDS AND INTERIORS

AT ALL TIMES, FROM DAMAGE, DUST, AND WEATHER INCLEMENCY .

H. PHASING: FURNISH THE COTR WITH THE SCHEDULE OF APPROXIMATE DATES ON WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA. NOTIFY THE COTR TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF OF STARTING WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN SUCCESSIVE PHASES MUTUALLY TO

COTR AND CONTRACTOR.

I . UTILITIES & BUILDING SERVICES: MAINTAIN EXISTING UTILITY AND BUILDING SERVICES FOR MEDICAL CENTER AT ALL TIMES.

PROVIDE TEMPORARY SERVICES, LABOR, MATERIALS, EQUIPMENT, CONNECTIONS, AND UTILITIES TO ASSURE UNINTERRUPTED SERVICES. NO SERVICE MAY BE INTERRUPTED WITHOUT PRIOR APPROVAL OF COTR. SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, 48 HOURS IN ADVANCE OR PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION.

J. USE OF ROADWAYS: USE ONYL ESTABLISHED PUBLIC ROADS AND ROADS ON MEDICAL CENTER PROPERTY AND, WHEN AUTHORIZED BY THE COTR. WHEN NECESSARY TO CROSS CURBING, SIDEWALKS, OR SIMILAR CONSTRUCTION, THEY MUST BE PROTECTED BY WELL-CONSTRUCTED BRIDGES. WHEN PRE-APPROVED BY COTR, EQUIPMENT AND VEHICLES MAY TRAVERSE AND STAGE ON LAWNS AT ASSIGNED LOCATIONS. LAWNS SHALL BE PROTECTED FROM SEVER DAMAGE AND RUTS. ALL

LOCATIONS SHALL BE SUBJECT TO RESTORATION AND RE-SEEDING.

K. IT HAS BEEN DETERMINED UTILIZING NFPA 780 STANDARD THAT ALL BUILDINGS WITHIN THIS PROJECT SHOULD BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. REFER TO SHEET LPO1 FOR SPECIFICATIONS FOR ADDITIONAL INFORMATION.

BLDG. #1

SEE SHEET A1.O

FOR CONTINUATION

KEY PLAN

1 (PARTIAL)

BATAVIA, NEW YORK 14020

222 RICHMOND AVE

th re e q u a rt e rs in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions

Date th re e e ig h th s in c h o n e fo o t

F o n e h a lf in c h o n e fo o t

E

D

3 4 5 o n e in c h o n e fo o t

C 6 o n e a n d o n e h a lf in c h o n e fo o t

B th re e in c h e s o n e fo o t

A

1 2 3 4 5

Drawing Title

Location

V.A.M.C. BATAVIA, NEW YORK

7 8

Building Number

Project Title

Checked Drawn

Offic e o f F aci liti es

Station No.

Date

F E

D

6 7 8

C B

A

528A

SAFETY OFFICER

ENGINEERING MANAGERCARDIOLOGY MANAGER

DATE DATECHIEF OF STAFF

DATE

DATE

CARELINE MANAGER DATE

DATE

DATE

DATE

INFECTION CONTROL

DADRADPROJECT ENGINEER

DATE

DATE

CHIEF ENGINEERstamp

REPAIR/REPLACE ROOF

BATAVIA VA MEDICAL CENTER

60% SUBMISSION

10-208-

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092 A2.0

ROOF PLAN

BUILDING # 2

JULY 01, 2018

MARCH 09.2018

90% SUBMISSION JUNE 04.2018

BIDDING DOCUMENTS JULY 01.2018 MARTIN BROTHERS

CHRIS HALL, P.E.

BUILDING 2 SCALE: 1/8"=1'-0"

ROOF PLAN

D1.0

D1.0

D1.0

D5.0

D1.0

D4.0

D4.0

D4.0

D5.0

D1.0

D4.0

D5.0

D1.0

D1.0

D3.0

D5.0

D3.0

D5.0

D3.0

D1.0

D5.0

D3.0

D4.0

D4.0

D1.0

D1.0

D4.0

D4.0

D4.0

D4.0

D3.0

D1.0

D4.0

D4.0

D1.0

D3.0

D3.0

D3.0

D4.0

D1.0

D1.0

D1.0

D1.0

D3.0

D1.0

D1.0

D1.0

D1.0

D4.0

1,770.7SF

1,770.7SF

281.2SF

281.2SF

869.3SF

869.3SF

2004.4SF

1942.5SF

2,688.8SF

720.5F

TYP. STANDING SEAM COPPER (40" EXPOSURE

& 15" WIDE BETWEEN RIBS) (COVERING EXIST.

BUILT-IN GUTTERS) (CIRCA 1980)

LIMESTONE COPING BELOW (BA. SIDE)

TO BLDG #1

TYP. ROOF DORMER SLATE TILE

ROOF W/ NEW BREAKMETAL

RIDGE CAP . SLATE ON SIDES

OF DORMERS, REMOVE

DISGUARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING

SLATE IN GOOD CONDITION.

OR NEW SLATE TO MATCH IN

SIZE AND COLOR (SEE NOTE A

THIS SHEET)

COPPER ROOF

VENTILATOR

SL

O

PE

SLOPE

SLOPE SLOPE

SLOPE

SLOPE

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK . PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

SLOPE SLOPE

SLOPESLOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

EXISTING DOWNSPOUT TO REMAIN

50 SF

EXIST. ROOF HATCH TO BE REMOVED INSTALL

NEW ROOF HATCH (SEE DETAIL & SPEC'S.)

EXIST. ROOF PENETRATION TO REMAIN .

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE EXISTING STONE COPING AND

PROVIDE NEW PREFINISHED METAL COPING

ON NEW PRESSURE TREATED WOOD BLOCKING

REMOVE ALL PERIMETER FLASHING AT BRICK PARAPET

AND INSTALL NEW INCLUDING SEALANTS AT MORTAR

JOINTS

REMOVE EXISTING STONE COPING AND

PROVIDE NEW PREFINISHED METAL COPING

ON NEW PRESSURE TREATED WOOD BLOCKING

REMOVE EXISTING STONE COPING AND

PROVIDE NEW PREFINISHED METAL COPING

ON NEW PRESSURE TREATED WOOD BLOCKING

EXIST. ROOF PENETRATION TO REMAIN .

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

REMOVE ALL PERIMETER FLASHING AT BRICK PARAPET

AND INSTALL NEW INCLUDING SEALANTS AT MORTAR

JOINTS

REMOVE EXISTING STONE COPING AND

PROVIDE NEW PREFINISHED METAL COPING

ON NEW PRESSURE TREATED WOOD BLOCKING

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK, PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

EXIST. ROOF PENETRATION TO REMAIN .

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

PROVIDE NEW FLASHING AT

THRU WALL SCUPPERS (4 LOCATIONS)

PROVIDE NEW FLASHING AT

THRU WALL SCUPPERS (4 LOCATIONS)

PROVIDE NEW FLASHING AT LARGER

THRU WALL SCUPPERS (2 LOCATIONS)

CONTRACTOR TO REMOVE ELEVATED ROOF

AREA AND REWORK TO MATCH NEW ROOF

REMOVE EXISTING 2-PLY BUILT-UP ROOF DOWN

TO EXISTING CONCRETE DECK . PROVIDE AND

INSTALL NEW MODIFIED SBS GRANULATED

BUILT-UP ROOF ON NEW RIGID TAPERED

INSULATION TO DRAIN ON EXISTING DECK

REMOVE ALL PERIMETER FLASHING AT BRICK PARAPET

AND INSTALL NEW INCLUDING SEALANTS AT MORTAR

JOINTS

SL

O

PE

EXISTING ROOFTOP UNIT TO REMAIN

REMOVE EXISTING STONE COPING AND

PROVIDE NEW PREFINISHED METAL COPING

ON NEW PRESSURE TREATED WOOD BLOCKING

(12'-0" ± )

PROVIDE NEW FLASHING AT LARGER

THRU WALL SCUPPERS (2 LOCATIONS)

PROVIDE NEW FLASHINGS AND SLEEVE AT ALL

ROOF PENETRATIONS

EXISTING CHAIN LINK POST TO REMAIN REATTACH TO NEW ROOF

REMOVE AND REINSTALL EXISTING LARGE

SHEET METAL CAPS ON EXISTING CURBS

REPOINT AND REPAIR BRICK PARAPET ON NORTHEAST

SIDE OF ROOF AREA (250 SF OF AREA)

REMOVE EXISTING RUSTED METAL DECK PANELS

PROVIDE & INSTALL NEW PREFINISHED STANDING SEAM

TYPE ROOF PANELS ON EXISTING STEEL FRAMING.

ICE AND SNOW GUARDS TO BE ADDED

(SEE SPEC. )

PROVIDE AND INSTALL NEW COMMERCIAL STYLE

6" SURFACE MOUNTED PREFINISHED METAL GUTTER

WITH DOWNSPOUT ON EDGE OF EXISTING ROOF .

(25' GUTTER AND 20' DOWNSPOUT) DOWNSPOUT

TO DRAIN TO GRADE

PROVIDE AND INSTALL NEW COMMERCIAL STYLE

6" SURFACE MOUNTED PREFINISHED METAL GUTTER

WITH DOWNSPOUT ON EDGE OF EXISTING ROOF .

(25' GUTTER AND 20' DOWNSPOUT) DOWNSPOUT

TO DRAIN TO GRADE

REMOVE METAL ROOF EDGE AND PROVIDE NEW PREFINISHED METAL EDGE

(SEE DETAIL)

EXISTING DOWNSPOUT TO REMAIN

NEW FLASHING AND SLEEVES BE PROVIDED FOR

THE EXISTING ROOF PENETRATIONS (SEE DETAIL)

EXISTING STANDING SEAM COPPER ROOF AT EAVES

TO BE REMOVED AND REPLACED WITH NEW PREFINISHED

METAL STANDING SEAM ROOF ON NEW UNDERLAYMENT

OF 1/2" CDX PLYWOOD SHEATHING OVER EXISTING

ROOF DECK

EXISTING WHITE ALUMINUM GUTTER TO REMAIN

NO ACTION REQUIRED:

THE ROOF APPEARS TO DO ADEQUATE TO PROVIDE

CONTINUED COVERAGE OVER THE EXISTING EXTERIOR

STAIR.

NO ACTION REQUIRED:

THE ROOF APPEARS TO DO ADEQUATE TO PROVIDE

CONTINUED COVERAGE OVER THE EXISTING EXTERIOR

STAIR.

NO ACTION REQUIRED: THE EXISTING STANDING SEAM COPPER ROOF TO REMAIN AS IS.

NO ACTION REQUIRED: THE EXISTING STANDING

SEAM COPPER ROOF TO REMAIN AS IS.

SEE NOTE "B"

SEE NOTE "A"

SEE NOTE "B"

SL

O

PE

SLOPE

SL

O

PE

SL

O

PE

SLOPESLOPE

SLOPESLOPE

SL

O

PE

EXIST. BUILT- IN COPPER GUTTERS TO BE

REMOVED AND REPLACED WITH NEW

CUSTOM PREFINISHED COMMERCIAL

GRADE METAL GUTTERS IN SAME LOCATION

AND CONFIGURATION ( SEE DETAIL AND

SPEC'S.)

SEE SHEET # 10-208-LP01

FOR LOCATION OF LIGHTING

PROTECTION FOR BUILDINGS

(1-5) AS DIRECTED UNDER THIS

CONTRACT.

KEY NOTES:

A

B ICE AND SNOW GUARD TO BE ADDED (SEE SPEC'S.) ALSO SEE DETAIL SHEET.

NOTES:

PENETRATIONS SHOWN ON THIS PLAN

ARE APPROX. BY LOCATION & QUANITY.

CONTRACTOR TO VERIFY LOCATION AND

QUANITY IN FIELD. (TYP.)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE "A" THIS SHEET)

PROVIDE NEW WHITE ALUMINUM GUTTERS WITH DOWNSPOUTS

TO MATCH (WEST SIDE OF BUILDING #2)

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

FLAT ROOF AREA

NOT IN CONTRACT

BB

B

B

BBBB

B

B B B

B

A

A

A

A

AA

AA

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE "A" THIS SHEET)

PROVIDE NEW WHITE ALUMINUM GUTTERS WITH DOWNSPOUTS

TO MATCH (WEST SIDE OF BUILDING #2)

PROVIDE NEW WHITE ALUMINUM GUTTERS WITH DOWNSPOUTS

TO MATCH (WEST SIDE OF BUILDING #2)

ENTIRE EXISTING SLATE ROOF WITH FELT

UNDERLAYMENT TO BE REMOVED, REMOVE ALL

EXISTING SLATE TILES. DISCARD DEFECTIVE TILES AND

PROVIDE SALVAGED EXISTING SLATE IN GOOD

CONDITION, OR NEW SLATE TO MATCH EXISTING IN

SIZE AND COLOR. (SEE KEY NOTE A THIS SHEET)

PROVIDE AND INSTALL PERMANENT STAINLESS STEEL

D-RING ANCHOR AS A FALL-ARREST TIE-OFF POINT.

D-RING SHALL BE EQUIVALENT TO GRAINGER,DBI-SALA,

ITEM # 2UZE5. INSTALLATION: PERMINENT W/LAG BOLTS

W/CAPACITY TO SUPPORT INDIVIDUAL LOADS.

RING DIA. 3 1/4"

WEIGHT CAPACITY: 310 ILS.

TENSILE STRENGTH: 5000 LBS.

STDS.: OSHA,ANSI Z359

BOLT D-RING ANCHOR TO INSIDE

HATCH (SEE NOTE THIS SHEET)

EXIST. ROOF PENETRATION TO REMAIN .

NEW FLASHING AND SLEEVE AS REQUIRED

(SEE DETAIL)

(SLATE ROOF TILE AREAS)

1.) CAREFULLY REMOVE FOR REUSE THE EXISTING SLATE ROOF TILES WITHIN THIS AREA.

2.) STORE SLATE ROOF TILES IN SAFE LOCATION FOR REUSE.

3.) REMOVE ALL EXISTING WATER BARRIER, FELT AND ROOF PAPER.

4.) INSPECT EXISTING WOOD ROOF DECK FOR DAMAGE AND DECAY.

5.) REPLACE 50% OF WOOD ROOF DECK WITH WOOD PLANKING AND PLYWOOD OF FIRE

RETARDANT TREATED TYPE. IN THICKNESS AND KIND TO MATCH EXISTING WOOD

DECK TO REMAIN. (SEE SPECIFICATION SECTION 061000).

6.) INSTALL NEW ROOF MEMBRANE PER SPECIFICATIONS.

7.) INSTALL SALVAGED SLATE ROOF TILES ALONG WITH 30% OF NEW

REPLACEMENT SLATE TILES TO MATCH.

8.) SEE SPECIFICATIONS SECTIONS FOR ADDITIONAL INFORMATION.

C

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL FLASHINGS ,COPINGS,

MASONRY STEP FLASHINGS AND RIDGE CAPS IN THE SCOPE OF WORK AREA ARE

TO BE CAREFULLY REMOVED AND TEMPORARILY STORED ON THE SITE FOR REUSE

ON THE ROOF AREAS. NEW COPPER METAL FLASHINGS ,COPINGS, MASONRY STEP

FLASHINGS AND RIDGE CAPS SHALL BE REPLACED WITH NEW COPPER METAL TO

MATCH SHAPES,PATTERNS, PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION

AND APPROVAL OF THE COR AT THE VAMC FACILITY.

D

IT IS INTENDED THAT ANY AND ALL EXISTING COPPER METAL STANDING SEAM EAVE PANELS

IN THE SCOPE OF WORK AREA ARE TO BE CAREFULLY REMOVED AND TEMPORARILY STORED

ON THE SITE FOR REUSE ON THE ROOF AREAS . NEW COPPER METAL STANDING SEAM EAVE

PANELS SHALL BE REPLACED WITH NEW COPPER METAL TO MATCH SHAPES, PATTERNS,

PROFILES AND GAUGE AFTER THE INSPECTION, DIRECTION AND APPROVAL OF THE COR AT

THE VAMC FACILITY.

ROOF CORE TAKEN #8

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

ROOF CORE TAKEN HERE

OF ROOF CEMENT SEE INSPECTION REPORT

CONTAINED IN PROJECT MANUAL

ROOF CORE TAKEN #9

SEE INSPECTION REPORT

CONTAINED IN PROJECT

MANUAL

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL THE EXISTING COPPER METAL RIDGE CAPS &

VALLEY FLASHINGS. SEE KEY NOTE C FOR

ADDITIONAL INFORMATION (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL THE EXISTING COPPER METAL RIDGE CAPS &

VALLEY FLASHINGS. SEE KEY NOTE C FOR

ADDITIONAL INFORMATION (TYPICAL)

CAREFULLY REMOVE FOR REINSTALLATION & REUSE

ALL EXISTING SLATE TILES FROM SIDE WALLS . DISGUARD

DEFECTIVE TILES AND PROVIDE SALVAGED EXISTING

SLATE TILE IN GOOD CONDITION, OR NEW SLATE TILE

TO MATCH EXISTING IN SIZE & COLOR . (SEE KEY NOTE A

THIS SHEET) AS SIMILAR INSTALLATION OF (5) DORMERS.

EXISTING COPER MASONRY STEP FLASHING SHALL

BE REUSED . PROVIDE NEW JOINT SEALANT AND MORTAR

AS REQUIRED TO MAKE WATER TIGHT . SEE KEY NOTE C

FOR ADDITIONAL INFORMATION .

A. REPLACE ROOFS: PROVIDE ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION

NECESSARY TO REPLACE EXISTING ROOF SYSTEMS LOCATED AT THE VA MEDICAL CENTER,

222 RICHMOND AVENUE BATAVIA, NEW YORK,14020. WORK INCLUDES REMOVAL, REPLACEMENT.

OF EXISTING MATERIALS, SYSTEMS, CONSTRUCTION AND CERTAIN OTHER ITEMS.

B. NEW ROOFING SYSTEMS SHALL INCLUDE ALL ASSOCIATED ITEMS AND MATERIALS, CONSISTING OF BUT NOT LIMITED TO A MODIFIED BUILT-UP-ROOF SYSTEM, ALUMINUM FLASHINGS,TAPERED INSULATION, FASTENING, VAPOR BARRIER, DRAINS, SCUPPERS, PARAPET WALLS, AND MASONRY JOINT REPAIRS, CAULKING, WALK PADS, PRESSURE TREATED WOOD BLOCKING, CURBS, AND ITEMS FASTENED, ATTACHED, AND/OR PROJECTING THROUGH THE ROOF LAYERS. EXISTING ROOFING SHALL INCLUDE THE COMPLETE REMOVAL OF ALL MATERIALS, DOWN TO HARD DECK SURFACE. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE APPLICABLE FEDERAL , STATE , AND LOCAL REGULATIONS , STANDARDS , CODE RULE 56 AND CODES GOVERNING ASBESTOS ABATEMENT , AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH THE ABATEMENT . BUILDING WATERTIGHT INTEGRITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES . WHERE ROOF WORK ABUTS TO ADJOINING ROOF SURFACES AND APPENDENCIES , THESE PORTIONS SHALL BE INCLUDED WITHIN STATEMENT OF WORK.

ALL WORK SHALL BE IN ACCORDANCE WITH SCOPE OF WORK , MANUFACTURES AND VA SPECIFICATIONS.

C. SEE SPECIFICATIONS SECTIONS FOR ROOF TYPES.

D. WORKING HOURS : HOURS OF WORK SHALL BE AS DETERMINED BY COTR.

E. SUBMITTALS : ALL PRODUCT DATA SUBMITTALS SHALL BE REQUIRED AT TIME OF PRE-CONSTRUCTION MEETING.

F. AS-BUILT DRAWINGS : INCLUDE WITH CLOSEOUT SUBMITTALS.

G. TEMPORARY PROTECTION : INSTALL TEMPORARY PROTECTION CONSISTING OF A TEMPORARY SEAL, COVER AND WATER CUT-OFF'S AT THE END OF EACH DAY'S WORK AND WHEN WORK IS HALTED FOR AN INDEFINITE PERIOD OR WORK IS STOPPED WHEN PRECIPITATION IMMINENT. INSTALL TEMPORARY ROOF WHEN WEATHER DOES NOT PERMIT INSTALLATION OF A COMPLETED PERMANENT ROOF SYSTEM OR ROOF WOULD BE SUBJECT TO PHASING OF ROOF WORK.

PROVIDE TEMPORARY PROTECTION AGAINST DAMAGE FOR PORTIONS OF EXISTING STRUCTURES, GROUNDS AND INTERIORS

AT ALL TIMES, FROM DAMAGE, DUST, AND WEATHER INCLEMENCY .

H. PHASING: FURNISH THE COTR WITH THE SCHEDULE OF APPROXIMATE DATES ON WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA. NOTIFY THE COTR TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF OF STARTING WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN EACH SPECIFIC AREA. ARRANGE DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN SUCCESSIVE PHASES MUTUALLY TO

COTR AND CONTRACTOR.

I . UTILITIES & BUILDING SERVICES: MAINTAIN EXISTING UTILITY AND BUILDING SERVICES FOR MEDICAL CENTER AT ALL TIMES.

PROVIDE TEMPORARY SERVICES, LABOR, MATERIALS, EQUIPMENT, CONNECTIONS, AND UTILITIES TO ASSURE UNINTERRUPTED SERVICES. NO SERVICE MAY BE INTERRUPTED WITHOUT PRIOR APPROVAL OF COTR. SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, 48 HOURS IN ADVANCE OR PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION.

J. USE OF ROADWAYS: USE ONYL ESTABLISHED PUBLIC ROADS AND ROADS ON MEDICAL CENTER PROPERTY AND, WHEN AUTHORIZED BY THE COTR. WHEN NECESSARY TO CROSS CURBING, SIDEWALKS, OR SIMILAR CONSTRUCTION, THEY MUST BE PROTECTED BY WELL-CONSTRUCTED BRIDGES.