Drawings 9 of 15 ARCHITECTURAL 4.pdf

LEVEL 1 (FF)

0"

T.O. MAIN PORCH

STRUCTURE

8' - 11 5/8"

COMPOSITE PORCH

RAILING TOP RAIL, TYP

COLUMN BASE CAP

TAPERED FIBERGLASS

ARCHITECTURAL

COLUMN COVER, REFER

TO ELEVATIONS FOR

COLOR

FIBERGLASS COLUMN

CAPITAL

HSS, GALVANIZED AND

PAINTED, RE:STRUCT

STRUCTURAL STEEL

COLUMN CONCEALED

INSIDE ARCHITECTURAL

COLUMN AND BRICK

BASE

-7 1/4" 1/4" / 12"

CONCRETE PORCH

SLAB RE: STRUCT

COLUMN BASE,

BRICK, TYP

HSS, SHOP CUT END OF

MEMBER AS INDICATED.

WELD PLATE TO CUT END

AND GRIND SMOOTH.

GALVANIZED AND

PAINTED, TYP. RE:

STRUCT AA/S-108

COLUMN FOUNDATION

PIER RE: STRUCT

GRADE,

RE: CIVIL

PORCH SLAB EDGE

FOUNDATION, RE: STRUCT

AA/S-102

EMBED RAILING

POST WHERE

OCCURS

NON METALLIC, NONSHRINK GROUT

RAILING INTERMEDIATE

POST

G.3

DEDUCT ALT. 9

CONCRETE RAIN CHAIN

ANCHOR/ SPLASH

BLOCK. ATTACH CHAIN

SECURELY VIA

EMBEDDED EYELOOP

RAIN CHAIN MOUNTED

TO CUTTER WITH

WELDED EYELOOPS,

TYP AT ALL PORCH

GUTTERS

GUTTER, PROFILE TO

MATCH STEEL WIDTH

2 "

45°

10"

C3

A-503

PROVIDE SLOPED FIBERGLASS-MAT

OR INTEGRAL CAP AT COLUMN

COVER, WITH CONTINUOUS FLUID-

APPLIED MEMBRANE FLASHING

(SHOWN DASHED) WRAPPING UP

FACE OF COLUMN 3" MINIMUM

SECURE CHAIN TO GUTTER END CROSSMEMBER (CUSTOM

FABRICATED FROM 3/8" STEEL ROD STOCK, GALVANIZED AND

PAINTED TO MATCH HSS). CROSSMEMBER TO BE SECURELY

ATTACHED TO GUTTER AND/OR SUPPORTING ANGLES

3" 3'

-8

3/

4"

T.O. MAIN PORCH

STRUCTURE

8' - 11 5/8"

G

DRIP EDGE FLASHING,

WELD TO TP MEMBRANE,

LAP EXPOSED EDGE.

TPO ROOFING

INSULATION, RIGID

METAL DECK

SOFFIT FRAMING

SOFFIT PANELING

HSS, PAINTED, RE:

STRUCT

CRAFTSMAN

COLUMN CAPITAL

DECORATIVE CHAMFER CUT

AT END OF MAJOR STEEL

SUPPORTS, TYP ALL

PORCHES. PROVIDE CLOSURE

PLATES, GRIND SMOOTH, TYP.

PROVIDE SLOPED

FIBERGLASS-MAT OR

INTEGRAL CAP AT COLUMN

COVER, WITH CONTINUOUS

FLUID-APPLIED MEMBRANE

FLASHING (SHOWN DASHED)

WRAPPING UP FACE OF

COLUMN 3" MINIMUM

3"

TPO ROOFING

GUTTER, EDGES OF

GUTTER/SUPPORT ANGLES

ALIGNED TO FACE OF HSS BELOW

TO MAINTAIN CONTINUOUS PLANE,

TYP, PREFINISH OR PAINT ANGLES

AND EXPOSED FACES OF GUTTER

TO MATCH HSS

HSS STEEL MEMBER,

PAINTED, RE: STRUCT

ALUMINUM SOFFIT PANEL

METAL DECK, RE: STRUCT

SOFFIT FRAMING

BLOCKING, TYP

DRIP EDGE, WELD TO TPO

ROOFING, LAP EXPOSED EDGE

Level 1 0' - 0"

STOREFRONT DOOR

EXPANSION MATERIAL

VESTIBULE, SLAB, SEE

STRUCTURAL

ADA ALUMINUM STOREFRONT

THRESHOLD, INSTALL PER

MANUFACTURERS INSTRUCTIONS

TUNNEL CAP, SEE

STRUCTURAL, SEE

SHEET A100

STOREFRONT

DOOR

STOREFRONT

WINDOW

STOREFRONT

WINDOW

AA

EQ EQ

SYNTHETIC STONE

PROFILE, SECURE

TO STRUCTURE BY

MFR STANDARD

DETAILS

SYNTHETIC STONE

MOLDED COLUMN CAPITAL

FLASHING AND

DRIP EDGE

FIBER CEMENT

SIDING OR PVC

PANELING

DECORATIVE

WINDOW, SEE

WINDOW TYPES

PROVIDE SLOPED

FIBERGLASS-MAT OR

INTEGRAL CAP AT

COLUMN COVER,

WITH CONTINUOUS

FLUID-APPLIED

MEMBRANE

FLASHING (SHOWN

DASHED) WRAPPING

UP FACE OF COLUMN

3" MINIMUM

REVEAL AT

CAPITAL, TYP

STRUCTURAL

STEEL, SEE

STRUCTURAL

LIGHT GA. METAL

TRUSSES, SEE

STRUCTURAL

METAL FRAMING

SEALANT, TYP

FACE BRICK, TYP.

GYPSUM WALLBOARD, TYP

METAL STUD FRAMING, TYP

INSULATION, TYP

EXTERIOR FIBERGLASS-MAT

GYPSUM SHEATHING, TYP

SOLID SURFACE SILL

WINDOW AS SCHEDULED

SILL PAN FLASHING

SILL FLASHING W/ HEMMED EDGE

FACE BRICK, TYP.

GYPSUM WALLBOARD, TYP

METAL STUD FRAMING, TYP

INSULATION, TYP

EXTERIOR GLASS-MAT

SHEATHING, TYP

SEALANT, TYP

WINDOW

CAVITY PROTECTION, TYP.

THUR WALL FLASHING W/ HEMMED

DRIP EDGE, AND END DAMS BOTH

SIDES

AIR BARRIER, OVERLAP WITH

FLASHING

STOREFRONT WINDOW

SEALANT & BACKER ROD

FLUID APPLIED AIR BARRIER

W/ TRANSTITION MATERIAL

TO THRU-WALL FLASHING

THRU-WALL FLASHING W/

HEMMED EDGE, END AND

BACK DAMS.

BOND BREAK @ BRICK &

CAST STONE SILL

CAVITY PROTECTION

THUR-WALL FLASHING

W/ HEMMED EDGE,

GROUT CAVITY SOLID

BELOW THRU-WALL

FLASHING

FACE BRICK, TYP

CONTINUOUS INSULATION

RIGID INSULATION

GROUTED IN AT BELOW-

GRADE CONDITIONS

EXTERIOR CONCRETE SLAB, SEE

STRUCTURAL, SEE CIVIL

GYPSUM WALLBOARD, TYP

METAL STUD FRAMING, TYP

INSULATION, TYP

EXTERIOR GLASS-MAT

SHEATHING, TYP

SEALANT, TYP

SOLID SURFACE SILL

STOREFRONT WINDOW

CAST STONE WINDOW

SURROUND

SILL PAN FLASHING

INSULATION, TYP

THUR-WALL FLASHING W/

HEMMED EDGE,

THRU-WALL FLASHING

W/ HEMMED EDGE,

END & BACK DAM

Level 1 0' - 0"

STOREFRONT DOOR

EXPANSION MATERIAL

CONCRETE S.O.G. WITH

SHEET VAPOR RETARDER

ON GRANULAR FILL SEE

STRUCTURAL

ADA ALUMINUM

STOREFRONT THRESHOLD,

INSTALL PER

MANUFACTURERS

INSTRUCTIONS

EXTERIOR WALK

STOREFRONT

DOOR

STOREFRONT

WINDOW

STRUCTURAL STEEL

BEAM, SEE STRUCT

FACE BRICK, TYP

AIR GAP, TYP

INSULATION, TYP

BRICK TIES, TYP

AIR BARRIER,

CONTINUOUS, TYP

GLASS-MAT SHEATHING,

TYP

STEEL PLATE LINTEL,

WELDED TO BEAM.

PAINTED, TYP

THROUGH-WALL

FLASHING

WEEPS

CAVITY PROTECTION

FIBER-CEMENT

SOFFIT

SOFFIT

FRAMING

STOREFRONT

EXPANSION MATERIAL

CONCRETE S.O.G. WITH

SHEET VAPOR RETARDER

ON GRANULAR FILL SEE

STRUCTURAL

SEALANT AND BACKER ROD

SHIM SPACE

LOUVER LOUVERS REMOVABLE BY

UNSCREWING ATTACHMENT

POINTS, TYP

SEALANT & BACKER ROD

PVC TRIM BOARD

FLUID APPLIED AIR BARRIER

JAMB FLASHING

VERTICAL GIRTS

THRUWALL FLASHING W/

HEMMED EDGE,

BACK & END DAMS.

CAP FLASHING W/

HEMMED EDGE.

ASPHALT SHINGLES

FIBER-CEMENT

SIDING/TRIM

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED) FOR A DETAILED DESCRIPTION OF EACH DEDUCTIVE ALTERNATE REFER TO COVER SHEET GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/ FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSIONS INTO RESIDENT RESTROOMS

DEDUCTIVE ALTERNATE #15: REDUCE THE POROUS ASPHALT / PARKING / PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

ALUM WINDOW

SEALANT & BACKE ROD

CEMENT FIBER TRIM BOARD

WITH FLASHING

FLUID APPLIED AIR BARRIER,

TRANSITION MATERIAL TO THRU-WALL

FLASHING

THRU-WALL FLASHING W/

HEMMED EDGE, AND END

DAMS

CEMENT FIBER SIDING

ALUM STOREFRONT WINDOW

SEALANT & BACKE ROD

CEMENT FIBER TRIM BOARD

FLUID APPLIED AIR BARRIER

THRU-WALL FLASHING W/

HEMMED EDGE, END AND

BACK DAMS.

CEMENT FIBER SIDING

VERTICAL GIRTS, TYP

8.5

FIBERGLASS COLUMN COVER

STEEL COLUMN, SEE STRUCTURAL

CAST STONE CAP

FACE BRICK, TYP, PROVIDE

VENTS AND WEEPS AT TOP

AND BOTTOM COURSES,

TYP.

TOP RAIL OF PORCH

RAILING, ANCHOR TO BRICK

ENCLOSURE AT ENDS

METAL FRAMING AND

GLASS-MAT SHEATHING

BACKUP

COLUMN COVER CLIPPED TO STEEL COLUMN

OR SECONDARY TAPERED FRAMING/BLOCKING

PER MFR STANDARD DETAILS

AIR BARRIER

SOFFIT PANEL

2 1/2" 05 40 00 METAL FRAMING

W/ CONT CLOSURE PLATES, TOP

& BOTTOM. FILLED W

INSULATION

ALUM COVER TO MATCH

STOREFRONT FRAMING, BOTH SIDES

STOREFRONT RECIEVER.

STOREFRONT MULLION.

REINFORCE AS REQUIRED.

SEALANT

SEALANT

CEILING

SEALANT, BACKER ROD, &

SHIM SPACE.

GLAZING

STOREFRONT MULLION.

REINFORCE AS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

IM

/6

-3

N e w C o m m u n it y L iv in g C e n te r/

-3

.C

L C

-A rc h .r v t

/2

/2

:5

:5

P

M

A-503

EXTERIOR DETAILS 620-334

CLC

07/21/2021 M. PERKINS K. BICKEL

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1 1/2" = 1'-0" F5

DETAIL @ PORCH RAIL

1 1/2" = 1'-0" B1

DETAIL @ HIGH END MAIN PORCH

1 1/2" = 1'-0"

B3

DETAIL @ PORCH GUTTER

1 1/2" = 1'-0" F7

DETAIL @ SECURITY VESTIBULE DOOR SILL

1 1/2" = 1'-0" E7

DETAIL @ SECURITY VESTIBULE DOOR HEAD

1 1/2" = 1'-0" D7

DETAIL @ SECURITY VESTIBULE

INTERMEDIATE GLAZING

HORIZONTAL

1 1/2" = 1'-0" B7

DETAIL @ ENTRY ENTABLATURE

1 1/2" = 1'-0" D1

DETAIL @ WINDOW SILL

1 1/2" = 1'-0" C1

DETAIL @ WINDOW HEAD

1 1/2" = 1'-0" F9

DETAIL @ SECURITY VESTIBULE GLAZING SILL

1 1/2" = 1'-0" F1

DETAIL @ STOREFRONT SILL

1 1/2" = 1'-0" D9

DETAIL @ STOREFRONT DOOR SILL

1 1/2" = 1'-0" C9

DETAIL @ STOREFRONT DOOR HEAD

1 1/2" = 1'-0" A9

DETAIL @ HEAD HOUSE LINTEL

1 1/2" = 1'-0" B9

DETAIL @ STOREFRONT SILL

1 1/2" = 1'-0" D3

LOUVER JAMB DETAIL

1 1/2" = 1'-0" E3

LOUVER SILL

DEDUCT ALT. 9

1 1/2" = 1'-0" E1

WINDOW HEAD @ CEMENT BOARD SIDING

1 1/2" = 1'-0" F3

WINDOW SILL @ CEMENT BOARD SIDING

1 1/2" = 1'-0" C3

DETAIL @ CRAFTSMAN COLUMN WRAP

1 1/2" = 1'-0" C7

TOP OF STOREFRONT WINDOW

Revisions: Date: 05/09/2022

5/09/2022

DRAIN STRAINER

ROOF MEMBRANE

ROOF INSULATION: SUMP

AREA

CLAMPING RING

ROUND CUT IN SINGLE-PLY MEMBRANE, EXTEND

APPROX 1" PAST CLAMPING RING. HOLE IN MEMBRANE

SHOULD BE LARGER THAN DRAIN PIPE DIAMETER

SEE STR DWGS FOR

ROOF STR SYSTEM

CLAMP

DRAIN BOWL

INSTALL SEALANT

BETWEEN DRAIN BOWL

AND CLAMPING RING

24" MINIMUM

OVER FLOW ROOF

DRAIN: NOTES SIM

TO MAIN ROOF DRAIN

PIPE INSULATION

5/

8"

EXISTING WALL

VENTED ROOF

ASSEMBLY, TYP. SEE

VENTED ROOF SYSTEM

NOTE.

BELOW-TRUSS CEILING

ASSEMBLY, TYP.

NEW FINISH CEILING,

SEE A-101C FOR

INFORMATION

EXISTING STRUCTURE

EXISTING PLASTER

CEILING ASSEMBLY

(REMOVED, SEE A-101C)

PROVIDE CONTROL JT AT

INTERSECTION W/ WALL

SAWCUT REGLET IN EXISTING MASONRY GROUT JOINTS,

BACKFILL CUTS W/ SEALANT AND INSTALL STEPPED

COUNTERFLASHING TO MATCH ROOF SLOPE,

SLIP-FIT FLASHING INSTALLED TO PERMIT

THERMAL MOVEMENT OF NEW WALK/BUILDING TO

OCCUR WITHOUT DAMAGE TO FLASHING

SET FLASHING IN BED OF SEALANT, PROVIDE

CONTINUOUS ICE AND WATER SHIELD

UNDERLAYMENT FOR 4'-0" AWAY FROM JOINT,

ENTIRE WIDTH OF ROOF.

PROVIDE PEEL-N-STICK FLEXIBLE FLASHING AND

FILL W/ MINERAL WOOL INSULATION

2" MIN EXP JT WIDTH AT ROOF

B

TYPICAL UPPER WINDOW,

SEE ELEVATIONS, SEE

DETAIL F3/A-503

SLOPED DRYWALL SILL AT

WINDOW OPENINGS, SEE

PENTHOUSE PLAN

ENCLOSED PLENUM SPACE

TYPICAL EXTERIOR WALL AT

UPPER LEVEL, SEE WALL

SECTION F3/A-302

CORNER BEAD, TYP

CORRIDOR

120C

536 SF

EXTERIOR

4"

12"

ROOF

UNDERLAYMENT

EXTERIOR GYPSUM

SHEATHING

CONTINUOUS BED OF

SEALANT

GALVANIZED METAL COLLAR

WITH STAINLESS STEEL CLAMP

STAINLESS STEEL

CLAMPING RING

UNDERLAYMENT FLASHING

TIE-BACK STAINLESS STEEL

U-BAR BY MANUFACTURER

TIE-BACK GALVANIZED

STEEL PIPE/TUBE BY

MANUFACTURER

SEALANT ALL AROUND, TYPICAL

FALL PROTECTION TIE BACK ASSEMBLY

STEEL STUD CHANNELS SPANNING

BETWEEN TRUSS TOP CHORD SEE

STRUCT.

CANT

CENTER LINE

OF TIE-BACK

" M

IN

SHINGLES

NAILABLE VENTED

INSULATION

MECH PENTHOUSE

14' - 0"

CHILLER PLATFORM

21' - 11"

TPO ROOF OVER GLASS-

MAT GYPSUM COVERBOARD

OVER SLOPED RIGID

INSULATION, MIN THICKNESS

6", ON CONCRETE DECK

PROVIDE THRESHOLD AND

PAN SILL FLASHING AT

DOOR OPENING, PROVIDE

DEPRESSION IN CURB AS

REQUIRED

1B

PROVIDE EXTERIOR

DOOR AS SHEDULED

STEEL BEYOND

TYPICAL EXTERIOR

SIDING WALL ASSEMBLY

PROVIDE METAL-GRATE

TREAD, OPEN RISER

INDUSTRIAL STAIR AT

DOOR FOR STEP-UP

1' -4

C

U R

B H

E

IG

H T

A T

D O

O R

8" R

IS

E

R 8"

R

IS

E R

PROVIDE 4x4x1/4" STEEL

ANGLE BOLTED TO CURB

FOR SILL FLASHING

SUPPORT

RUN TPO MEMBRANE AND

SHEATHING (PROVIDE

SECONDARY FRAMING TO FIX

SHEATHING IN PLACE) TO

UNDERSIDE OF OF ANGLE, WELD

MEMBRANE TO ANGLE.

SILL FLASHING DRIP EDGE

EXTENDS PAST ANGLE

PROVIDE ANGLE FOR

CAVITY CLOSURE AND

FLASHING AT DOOR

HEAD

CONCRETE CURB AT

ENTIRE PERIMETER OF

CHILLER YARD, SEE

STRUCTURAL FOR

MORE INFORMATION

E E.2

TUNNEL FF1

-8' - 5"

NOTE: IF APPLICABLE SOME TREADS

OR RISER PLATES MAY BE SHIPPED

LOOSE TO ALLOW FOR FIELD WELDING

OF STRINGER TO STEEL PLATFORM OR

EMBEDDED STEEL AT FLOOR LEVEL

LANDINGS. THEY MUST BE FIELD

WELDED WITH 1/8" WELDS SIMILAR TO

DETAIL WELDS BELOW.

FORMED CHECKER PLT.

TREADS AND RISER

THICKNESS AS REQUIRED

FORMED METAL PLATE CHECKER

LANDING, THICKNESS AS REQUIRED

E

Q R

IS

E

R S

1' -7

3'-0"

2 EQ TREADS

1'-10"

ANCHOR PER STAIR SUPPLIER REQ.

ANCHOR PER STAIR SUPPLIER REQ.

CLOSURE PLATE

1 1/2" PIPE 36" INDUSTRIAL RAILING

PIPE OR ELECTRICAL CONDUIT

PROVIDE ESCUTCHEON AT

EXTERIOR WALL

PENETRATIONS

PIPE SLEEVE OR SHEET

METAL SLEEVE

FILL OPENING WITH

GROUT

OR SEALANT DEPENDING

UPON BUILDING

MATERIALS PENETRATED

SEAL ALL AROUND WITH

RESILIENT

NON-HARDENING

SEALER-TYP

1/2" TO 5/8" ANNULAR

SPACE-PACK SPACE WITH

FIBERGLASS MATERIAL

BUILDING WALL OR FLOOR

ROOF MOUNTED MECHANICAL

EQUIPMENT

CURB COVER

OVERLAP HORIZONTAL MEMBRANE LAYERS

AT VERTICAL TRANSITION PER

MANUFACTURER RECOMMENDATIONS

SECURE LEVELED ROOF CURB TO FIRE

TREATED NAILER SECURED TO ROOF

DECK

SEAL ALL FASTENERS THROUGH

CAP, SEAL CAP TO CURB

CONCRETE.

ROOFING SYSTEM.

FAN

1' -0

D U

C T

LAP VERTICAL MEMBRANE LAYERS OVER CURB

8" M

IN

COUNTERFLASHING

TERM BAR SEALANT

MECHANICAL DUCT/ PIPING

LAP VERTICAL MEMBRANE LAYERS OVER EQUIP

RAIL

OVERLAP HORIZONTAL MEMBRANE LAYERS

AT VERTICAL TRANSITION PER

MANUFACTURER RECOMMENDATIONS

SECURE, LEVELED ROOF EQUIP RAIL

TO FIRE TREATED NAILER SECURED TO

ROOF DECK

SEAL ALL FASTENERS THROUGH

CAP, SEAL CAP TO EQUIP RAIL

CONCRETE.

3 1/2"

ENGINEERED METAL CHANNEL

SUPPORTS

FILL EQUIP RAIL CAVITIES W/ RIGID

INSULATION TO MATCH ADJACENT

R O

U N

D P

E N

E T

R A

T

IO

N

CONTINUOUS BEAD OF

SEALANT

FIELD FABRICATED

METAL HOOD BY

OTHERS (OPTIONAL)

PRE-MOLDED TPO PIPE

FLASHING

NOTES:

1. REMOVE ALL EXISTING FLASHING, LEAD,

ETC. PIPE SURFACE MUST BE FREE OF ALL

RUST, GREASE, INSULATION, ETC.

2. PIPE MUST BE ANCHORED TO ENSURE

STABILITY.

3. PRE-MOLDED PIPE FLASHING MAY BE CUT

TO HEIGHT, BUT NO LOWER THAN

REINFORCING RING (NO WRINKLES OR

FOLDS UNDER CLAMPING RING).

4. APPLY SEALANT BETWEEN PENETRATION

AND PRE-MOLDED PIPE FLASHING PRIOR TO

INSTALLATION OF CLAMPING RING.

5. DO NOT USE WHEN SERVICE LINE

TEMPERATURE EXCEEDS 160°F

6. SMALL PRE-MOLDED PIPE FLASHING FITS 1"

(25mm) -3-1/2" (89mm) PENETRATION SIZES.

INSULATION

STAINLESS STEEL

CLAMPING RING

(SEE NOTE #4)

SEALANT

INSULATION

WELDED SPLICE 2" (51 mm) MIN.

MIN. 60 MIL,

TPO ROOFING

MEMBRANE

TPO T-JOINT COVER OR

TPO FLASHING (4" (102

mm) x 4" (102 mm) MIN.)

CENTERED OVER

INTERSECTION.

FIELD SEAM

PLAN VIEW

PIPE FLASHING OVER

FIELD SEAM

WELDED SPLICE 2" (51 mm) MIN.

ROOF

UNDERLAYMENT

EXTERIOR GYPSUM

SHEATHING

CONTINUOUS BED OF

SEALANT

ELASTOMERIC PIPE BOOT WITH

STAINLESS STEEL CLAMP

STAINLESS STEEL

CLAMPING RING

UNDERLAYMENT FLASHING

SEALANT ALL AROUND, TYPICAL

PIPE

SHINGLES

NAILABLE VENTED

INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

IM

/6

-3

N e w C o m m u n it y L iv in g C e n te r/

-3

.C

L C

-A rc h .r v t

/2

/2

:5

:5

P

M

A-504

EXTERIOR DETAILS 620-334

CLC

07/21/2021 M. PERKINS K. BICKEL

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1 1/2" = 1'-0" C7

TYPICAL ROOF DRAIN DETAIL AT CONC SLAB

1 1/2" = 1'-0" F7

SECTION DETAIL @ BUILDING 6 WALKWAY CONN.

1 1/2" = 1'-0" F9

SECTION @ SLOPED CHASE

3" = 1'-0" B8

ROOF TIEBACK, TYP

1 1/2" = 1'-0" F1

SECTION @ CHILLER ACCESS DOOR

1 1/2" = 1'-0"

F3

DETAIL @ BASEMENT STEPS

12" = 1'-0" A1

PIPE PENETRATION THRU WALL 1 1/2" = 1'-0"

A3

ROOF CURB DETAIL AT METAL DECK

1 1/2" = 1'-0" C3

ROOF EQUIPMENT RAILS DETAIL AT METAL DECK

3" = 1'-0" D3

PENETRATION WITH TPO SMALL PIPE FLASHING

3" = 1'-0" B6

PIPE BOOT, TYP

Revisions: Date:

VENTED ROOF SYSTEM NOTE

STANDARD VENTED ROOF CONSTRUCTION IS ASPHALTIC SHINGLE ROOFING OVER ROOF

UNDERLAYMENT (FULL ICE AND WATER SHIELD AS BASE BID, #15 FELT LAYER TYPICAL

WITH ICE AND WATER SHIELD @ RIDGES AND EAVES AS DEDUCTIVE ALTERNATE, SEE

ROOF PLAN FOR SPECIFIC AREAS), OVER 5 1/4" VENTED NAILABLE INSULATED ROOFING

PANELS OVER 3" RIGID INSULATION, OVER VAPOR BARRIER, OVER 5/8" FIBERGLASS-MAT

GYPSUM DECK BOARD, OVER 1 1/2" METAL DECKING MOUNTED DIRECTLY TO ROOF

TRUSSES. RE: STRUCT FOR ROOF TRUSSES. BOTTOM ASSEMBLY ABOVE INHABITED

INTERIOR AREAS IS FRAMING AND GWB, SEE UL P526 DETAIL ON A-723

05/09/2022

8" MAX. OR 1/4 OF

LENGTH OF THE

END RUNNER,

WHICHEVER IS

LESS

1 1/2" X 1.12

#/FT. MIN.,

CHANNELS @

4'- 0" O.C.

7/8" FURRING

CHANNELS @

2'-0" O.C. MAX.

12 GA. VERT

HANGER WIRES

@ 4'-0" O.C

MAX. TYP.

12 GA. HANGER

WIRES @ PERIMETER

4 DIAGONAL

BRACE WIRES

@ 8'x 12' GRID

MAX.

M

A X

M

A X

M

A X

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

PARALLEL

PERPENDICULAR

PARTITION AS

SCHEDULED; SEE

PLAN FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

TIGHT SCREW

1" 1"

PARTITION AS SCHEDULED; SEE PLAN FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

LOOSE SCREW

350IU20

250IU20

158IU200.24IN

STRUTREQr

0.382 0.399 0.410

RSUPP.LENGTH

4'

400IU20 0.380

COMPRESSION STRUT:

1" Ø COMPRESSION STRUT.

COMPRESSION STRUT

SHALL NOT REPLACE

HANGER WIRE

TYPICAL:

12 GAUGE BRACING

WIRE W/ MIN. 4 TIGHT

TURNS IN 1-1/2" BOTH

ENDS OF WIRE

MAIN RUNNER

CROSS RUNNER

2" MAX. FROM

BRACING WIRES

TO CROSS

RUNNERS

4'-0"

MAX.

4'-0" MAX.

45° MAX. TYP.45° MAX. TYP.

TYPICAL:

12 GAUGE VERTICAL

HANGER WIRE @ 4'-0"

EACH WAY W/ MIN. 3

TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

2 x 4 LIGHT FIXTURE

2 x 4 LIGHT FIXTURE

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE,

OR 2 X 2 LIGHT

FIXTURE

2x2 OR 2x4 DIVIDED TILE

2x4 CEILING

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE,

OR 2 X 2 LIGHT

FIXTURE

1' - 0" 2' - 0" 1' - 0"

EQ EQ

2' - 0" 2' - 0"

1' - 0" 1' - 0" 1' - 0" 1' - 0"

SEE PLAN

SEE PLAN

FOR ELEVATION

SEE PLAN

FOR ELEVATION

5/8" GYPSUM

WALL BOARD

3 5/8" METAL

STUD

FRAMING

ACOUSTICAL

CEILINGS

DIAGONAL METAL STUD

BRACE AT 4'-0" OC TO

STRUCTURE ABOVE

5/8" GYPSUM

WALL BOARD

BOTTOM OF STRUCTURE

SEE STRUCTURE FOR ELEVATION

2" STEEL STUD, TYP 2 LAYERS 5/8"

GYPSUM BOARD,

ALIGN WITH

ADJACENT CEILING

WHERE POSSIBLE

STEEL BEAM,

WIDE FLANGE OR TUBE

CEILING WHERE OCCOURS

SEE RCP FOR ELEVATION

CEILING WHERE OCCOURS

SEE RCP FOR ELEVATION

2" STEEL STUD, TYP

2 LAYERS 5/8"

GYPSUM BOARD

M

IN

6"

5/8" GYPSUM WALLBOARD ON 3

5/8" METAL STUD FRAMING

CORNER BEAD TYP.

1'-1" 2'-0"

PARTITION AS

SCHEDULED, REFER

TO PLAN FOR TYPE

ACOUSTICAL CEILING TILE AS SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

M

IN

6"

M

IN

6"

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

CORNER BEAD TYP.

SEE PLAN

FOR HEIGHT

M

IN

6"

5/8" GYPSUM WALLBOARD ON

3 5/8" METAL STUD FRAMING

CORNER BEAD TYP.

1'-0"

ACOUSTICAL CEILING TILE

AS SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

6"

M

IN

6" 6"

5/8" GYPSUM WALLBOARD ON

3 5/8" METAL STUD FRAMING

ACOUSTICAL CEILING TILE

AS SCHEDULED

CROWN MOLDING C - REF

F1/A-554 FOR DETAILS

M

IN

6"

ACOUSTICAL CEILING TILE AS

SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

M

IN

6" 1'

-0

6"

M

IN

6"

M

IN

6" 1'

-0

1/

8"

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

CORNER BEAD TYP.

ACOUSTICAL CEILING TILE AS

SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

CROWN MOLDING C - REF

D5/A-554 FOR DETAILS

CROWN MOLDING A - REF

E3/A-554 FOR DETAILS

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

CORNER BEAD TYP.

CROWN MOLDING C - REF

D5/A-554 FOR DETAILS

BLOCKING, TYP.

M

IN

6"

ACOUSTICAL CEILING TILE AS

SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

M

IN

6" 1'

-0

6"

M

IN

6" 1'

-0

5/8" GYPSUM

WALLBOARD ON 3

5/8" METAL STUD

FRAMING

SEE PLAN

FOR HEIGHT

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

CROWN MOLDING A - REF

E3/A-554 FOR DETAILS

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

CORNER BEAD TYP.

CROWN MOLDING C - REF

D5/A-554 FOR DETAILS

PARTITION AS SCHEDULED

M

IN

6" 6"

M

IN

6"

ACOUSTICAL CEILING TILE AS

SCHEDULED

CROWN MOLDING C - REF

D5/A-554 FOR DETAILS

CORNER BEAD TYP

BLOCKING TYP

5/8" GYPSUM WALLBOARD ON

3 5/8" METAL STUD FRAMING

CORNER BEAD TYP.

1'-0"

SEE PLAN

FOR HEIGHT

M

IN

6" 6"

5/8" GYPSUM WALLBOARD ON

3 5/8" METAL STUD FRAMING,

TYP.

ACOUSTICAL CEILING TILE

AS SCHEDULED

CROWN MOLDING A - REF F3/A-554

FOR DETAILS. RUNS ALONG

ENTIRE OPEN CORRIDOR AREA

6" 4'

-0

1' -6

SEE PLAN

FOR HEIGHT

CROWN MOLDING C - REF

D5/A-554 FOR DETAILS

RCP

REF

PARTITION AS

SCHEDULED, REFER

TO PLAN FOR TYPE

ACOUSTICAL CEILING TILE

AS SCHEDULED

SEE PLAN

FOR HEIGHT

SEE PLAN

FOR HEIGHT

M

IN

6"

5/8" GYPSUM WALLBOARD

ON 3 5/8" METAL STUD

FRAMING

CORNER BEAD TYP.

R C

P

R E

F

M

IN

7/

8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

IM

/6

-3

N e w C o m m u n it y L iv in g C e n te r/

-3

.C

L C

-A rc h .r v t

/2

/2

:5

:0

P

M

A-551

ARCHITECTURAL CEILING DETAILS 620-334

CLC

07/21/2021 H.GARDINER E. DANIELS

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1/8" = 1'-0" B9

DIAGRAMATIC PLAN-GYP. BD. SUSPENSION SYSTEM

6" = 1'-0" C9

SUSPENDED ACOUSTICAL CEILING

HORIZONTAL CEILING STRUT- FIXED END

6" = 1'-0"

C7

SLIP CONNECTION AT CEILING PERIMETER

3/4" = 1'-0" B7

TYP. ACOUSTICAL CEILING BRACING

1/2" = 1'-0" F9

TYP. CEILING TILE LAYOUTS

1" = 1'-0" E7

SOFFIT @ ACOUSTICAL CEILING TILE

1" = 1'-0" F7

GYP BD WRAP @ STRUCTURE

1" = 1'-0" E5

SOFFIT @ KITCHEN WALL

1" = 1'-0" F5

SOFFIT @ AT CORRIDOR

1" = 1'-0" B3

SOFFIT @ ACTIVITY

1" = 1'-0" C3

SOFFIT @ CHECK-IN

1" = 1'-0" F2

SOFFIT @ OPEN CORRIDOR

1" = 1'-0" B1

SOFFIT @ WALL

Revisions: Date: 05/09/2022

AUTEX FRONTIER 'RAFT'

BEAM 250 ACOUSTICAL

BAFFLES

AUTEX MOUNTING CLIP

SUPPLIED BY AUTEX.

APPROPRIATE

FASTENERS BY OTHERS.

FOR CUSTOM LENGTHS

REFER TO RCPS

FOR CUSTOM LENGTHS

REFER TO RCPS

O .C

. S P

A C

IN

G

1' -0

AUTEX FRONTIER 'RAFT'

BEAM 250 ACOUSTICAL

BAFFLES

AUTEX MOUNTING CLIP

SUPPLIED BY AUTEX.

CLIP SPACING

4'-1"

ACOUSTICAL BAFFLES

MOUNTED TO AT-1 CEILING

ABOVE; REFER TO RCP FOR

CEILING HEIGHTS

HOLD

5"

HOLD

5"

GWB PARTITION AS

SCHEDULED

1'-2" 1'-0"

A7

A-552

CUSTOM WALL BRACKET

SUPPLIED BY AUTEX.

PROVIDE IN-WALL BLOCKING

AS REQUIRED.

GWB PARTITION AS

SCHEDULED

AUTEX FRONTIER 'RAFT' BEAM 250

ACOUSTIC BAFFLES

AUTEX RAFNEX24

EXTRUSION SUPPLIED BY

AUTEX.

FOR CUSTOM LENGTHS

REFER TO RCPS

HOLD

5"

FOR CUSTOM LENGTHS

REFER TO RCPS

3' -1

1"

W A

LL

B

R A

C K

E T

S P

A C

IN

G

3' -1

1"

HOLD

5"

O .C

. S P

A C

IN

G

1' -0

B1

A-552

1'-0"

GWB PARTITION AS SCHEDULED

PROVIDE IN-WALL BLOCKING

AS REQUIRED

AUTEX FRONTIER 'RAFT' BEAM 250

ACOUSTICAL BAFFLES

CUSTOM WALL BRACKET SUPPLIED

BY AUTEX.

AUTEX RAFNEX24 EXTRUSION

SUPPLIED BY AUTEX.

REFER TO RCPS FOR MOUNTING

HEIGHTS OF AUTEX ACOUSTICAL

BAFFLES.

9"

STEEL BEAM, SEE

STRUCTURAL

STEEL BEAM, SEE

STRUCTURAL

A-552

F1

HOLD

5"

HOLD

5"

FOR CUSTOM LENGTHS

REFER TO RCP

9"

REFER TO RCPS FOR MOUNTING

HEIGHTS OF AUTEX ACOUSTICAL

BAFFLES.

1'-0" 9"

GWB PARTITION AS SCHEDULED

PROVIDE IN-WALL BLOCKING

AS REQUIRED

AUTEX FRONTIER 'RAFT' BEAM 250

ACOUSTICAL BAFFLES

CUSTOM WALL BRACKET SUPPLIED

BY AUTEX.

OPEN TO LIGHTWELL ABOVE

ACOUSTICAL BAFFLES

DIRECT MOUNT AUTEX BAFFLES

ACOUSTICAL CEILING

STEEL BEAMS, SEE

STRUCTURAL

STEEL BEAMS, SEE

STRUCTURAL

M6 1-2" BOLT

M6 NYLOC NUT OR NUT WITH SPRING WASHER

CUSTOM BRACKET SUPPLIED BY AUTEX

AUTEX W-CLIP

AUTEX RAFNEX24 EXTRUSION

AUTEX MOUNTING CLIP

ACOUSTICAL CEILING; REFER

TO RCP FOR CEILING HEIGHTS

BLOCKING AS REQUIRED;

CEILING GRID MAY NEED

ADDITIONAL SUPPORT TO

HOLD THE WEIGHT OF THE

FINS

AUTEX 1" EXTRUSION

AUTEX MOUNTING CLIP

SUPPLIED BY AUTEX.

AUTEX FRONTIER 'RAFT'

BEAM 250 ACOUSTICAL

BAFFLE

2 3/4"

AUTEX REMOVABLE W-CLIP AND

CEILING GRID CONNECTOR

AUTEX 1/2" EXTRUSION

9"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

IM

/6

-3

N e w C o m m u n it y L iv in g C e n te r/

-3

.C

L C

-A rc h .r v t

/2

/2

:5

:0

P

M

A-552

ARCHITECTURAL CEILING DETAILS 620-334

CLC

07/21/2021 H.GARDINER K. MACAULAY

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

NTS

F7

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - DIRECT MOUNT INSTALL CONDITION - 3D VIEW

3/4" = 1'-0" D7

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - DIRECT MOUNT INSTALL CONDITION - PLAN VIEW

3/8" = 1'-0" F4

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - SUSPENDED INSTALL CONDITION - 3D VIEW

3/4" = 1'-0" D4

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - SUSPENDED MOUNT INSTALL CONDITION - PLAN VIEW

1 1/2" = 1'-0" B1

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - HORIZONTAL SECTION VIEW

1/2" = 1'-0" F1

ACOUSTICAL CEILING BLADE

(AT-2) MOUNTING CLIP DETAIL AT

SUSPENDED INSTALL CONDITION

- SECTION VIEW

NOTE:

CONTRACTOR SHALL HIRE A

TECHNICAL REPRESENTATIVE

RECOMMENDED BY AT-2 CEILING

MANUFACTURER AS A CONSULTANT

AND TO PROVIDE FINAL INSPECTION

AND CERTIFICATION LETTER

STATING THAT THE INSTALLATION

CONFORMS WITH THE CEILING

MANUFACTURER'S INSTALLATION

REQUIREMENTS.

THE CERTIFICATION LETTER SHALL

BE ON COMPANY LETTERHEAD AND

SIGNED BY A REPRESENTATIVE OF

THE CEILING MANUFACTURER.

AUTEX ACOUSTICAL CEILING BLADE

INFORMATION HAS BEEN DETAILED

HERE TO ILLUSTRATE THE BASIS OF

DESIGN. SUBSTITUTIONS ARE

SUBJECT TO OWNERS APPROVAL.

3" = 1'-0" A7

ACOUSTICAL CEILING BLADE DETAIL (AT-2) - VERTICAL SECTION VIEW

Revisions: Date: 05/09/2022

2"

1/2" 1/2"1'-6"

1'-2"

1/2" PAINT GRADE WOOD

FLAT STOCK TRIM;

PAINTED P-2

RB-2 WALL BASE AS

SPECIFIED TO WRAP

COLUMN

5/8" GWB; TAPERED

ABOVE 3'-0"; PAINTED P-2

1/ 2"

2" 1"

1/2"

1 1/2"

1/2" PAINT GRADE WOOD

TRIM COLUMN BASE;

PAINTED P-2

B8

A-553

5/8" GWB; PAINTED P-1

F6

A-553

3' -0

88.12°

STRUCTURAL COLUMN

3/4"GWB ON WOOD

FRAMING

FRY REGLET CORNER

KEY EDGE TRIM AT ALL

OUTSIDE EDGES

LINE OF WALL BASE

BELOW

2X3 WOOD FRAMING

1'-6"

1' -6

1/2" PAINT GRADE WOOD

TRIM COLUMN BASE;

PAINTED P-2

5/8" GWB; TAPERED

ABOVE 3'-0"; PAINTED P-2

1/2" PAINT GRADE WOOD

FLAT STOCK TRIM;

PAINTED P-2

5/8" GWB PAINTED P-1

STRUCTURAL COLUMN;

REFER TO STRUCTURAL

FOR ADDITIONAL

INFORMATION

1 1/2"

8"

1 1/2"

2.5" METAL STUDS

FRAMING, 30 MILS

REFER TO RCP FOR

CEILING HEIGHTS

3' -0

FINISH FLOOR

RB-2 WALL BASE AS

SPECIFIED

2"

7.2 3'

-2

4" 6"

2" 1'

-4

4"

4"

2' -6

F1

A-553

E1

A-553

SOLID

SURFACE;

S-1

PLASTIC

LAMINATE;

PL-2, TYP.

WALL BASE; RB-1

PROVIDE RICHELIEU 25MC3SQ10 SQUARE CORNER

EDGE MOLDING AT ALL OUTSIDE CORNERS

PROVIDE RICHELIEU 25MCS900810 SQUARE

CORNER PROTECTION MOLDING AT FULL

LENGTH OF OUTSIDE EDGES

3 3/4" 4" 4" 4" 4" 4" 4" 4" 4"

4" 4"

1' -4

SOLID

SURFACE; S-1

A-553

E4

BOX/

BOX/

FILE

BELOW

11 1/4"

/4

7'-4"

11'-10"

3' -3

/2

1'-0" 4'-6"

PROVIDE (2) 2" WIRE

MANAGEMENT

GROMMETS (WHITE)

R 2"

R 2"

R 2"

R 2"R

R 2"

COLUMN TYP.

A-553 C

A-553

D4

C C.1

2' -6

4" 1'-0" 4" 1'-0" 4" 1' -4

4"

SOLID SURFACE; S-1

PLASTIC LAMINATE; PL-2, TYP.

RB-1

PROVIDE RICHELIEU

25MC3SQ10 SQUARE

CORNER EDGE MOLDING

AT OUTSIDE CORNER

PROVIDE RICHELIEU

25MCS900810 SQUARE

CORNER PROTECTION

MOLDING AT FULL

LENGTH OF OUTSIDE

EDGES

WALL BASE; RB-1

FINISHED FLOOR

PLASTIC LAMINATE

DRAWERS AND

PANELS; PL-2

CABINET LINER

BACKING

DRAWERS ON SLIDES

4"

PROVIDE LOCK FOR EACH

DRAWER. DRAWERS

KEYED ALIKE

3'-3 1/2"

3"

4"

2' -6

4" 1'

-4

SOLID SURFACE; S-1

COUNTERTOP AS

SCHEDULED

PLASTIC LAMINATE;

PL-2 CLAD 1/2"

PLYWOOD PANELING

ALL EXPOSED FACES

AND EDGES OF

CHECK IN DESK

FACADE PLASTIC

LAMINATE; PL-2

BASE (RB-1)

BULLNOSE EDGE,

TYP

BULLNOSE EDGE,

TYP

FINISHED FLOOR

LINE OF

BOX/BOX/FILE

BEYOND

3"

4" 4"

SOLID SURFACE; S-1

COUNTERTOP AS

SCHEDULED

PLASTIC LAMINATE;

PL-2 CLAD 1/2"

PLYWOOD PANELING

ALL EXPOSED FACES

AND EDGES OF

CHECK IN DESK

FACADE PL-2

PLASTIC LAMINATE

WALL BASE; RB-1

1' -4

2"

6"

3' -2

11 1/2"

3'-3 1/2"

(2) WIRE

MANAGEMENT

GROMMETS WHERE

LOCATED IN PLAN

COORDINATE

POWER/TEL/DATA

PORTS AS

REQUIRED

BULLNOSE EDGE,

TYP

BULLNOSE EDGE,

TYP

A-555

D9

2' -4

2"

2' -1

0" 3' -0

6"

FLUSH TO ADJACENT PARTITION

2"

PARTITION AS

SCHEDULED

WALL BASE AS

SCHEDULED

PAINT GRADE 2"X6" TOP RAIL

PAINTED; P-2. TOP RAIL SHALL BE

FREE FROM VISIBLE FASTENERS

6X6 POST WRAPPED IN RWC-2 WITH

CORNER TRIM

PAINT GRADE 2"X2"

BALUSTERS WITH DOWEL PIN;

PAINTED; P-2

PAINT GRADE POST CAP, CHAMFERD

EDGES PAINTED; P-2

PAINT GRADE 2"X4" BOTTOM

FRAME DRILLED. PAINTED; P-2

SUPPORT BLOCK

AS REQUIRED

PAINTED; P-2

FINISHED FLOOR AS SCHEDULED

6"

TYP.

1 1/2"

TYP.

2"

WALL BASE; RB-2

2'-4"

7"

1/ 2" 3/

4"

2"

1/2"

6"

7 3/128"

2'-4"

7"

PAINT GRADE POST CAP, CHAMFERD

EDGES ; PAINTED; P-2

PLAN VIEW

PAINT GRADE 2"X6" TOP RAIL

PAINTED; P-2. TOP RAIL SHALL BE

FREE FROM VISIBLE FASTENERS

4"

PAINT GRADE

2"X4" BOTTOM

FRAME (BELOW)

DRILLED.

PAINTED; P-2

ELEVATION VIEW

FASTEN POST WITH STEEL ANCHOR

BOLT RAIL

TO WALL,

CAPPING

WITH

PAINTED;

P-2 WOOD

ROSETTE

DEDUCT ALT. 13

A-554

C1

1 1/2" KOROWOOD

FINISHED HARDWOOD;

HANDRAIL (HR-1)

078" KOROGARD HIGH

IMPACT RAIL COVER

CONTINUOUS

STRUCTURAL CORE

MOUNTING BRACKET

1 1/2"

3 1/8"

3/

8"

1/

2" 5 1/

2"

1"

STAINED CHAIR RAIL

(CHR-1); MAPLE SPECIES-

HEIRLOOM STAIN. REFER TO

SHEET IN601 FOR

ADDITIONAL INFORMATION

ALUMINUM RETAINER

VINYL BUMPER; COLOR:

FLAGSTONE

F0275F0275

F2000

SOLID

SURFACE; S-1

7.2

F1

A-553

E1

A-553

2' -6

"3' -2

PLASTIC

LAMINATE; PL-2

PLASTIC

LAMINATE;

PL-2

BOX/BOX/FILE;

PL-2

GYPSUM

WALLBOARD

COLUMN

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE

EXERCISED IN THE ORDER PRESENTED)

FOR A DETAILED DESCRIPTION OF EACH DEDUCTIVE

ALTERNATE REFER TO COVER SHEET ON GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD

COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT

CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6

CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/ FAUX ROOFS

AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS

TRACK EXTENSIONS INTO RESIDENT RESTROOMS

DEDUCTIVE ALTERNATE #15: REDUCE THE POROUS ASPHALT

/ PARKING / PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

SUBSTRATE

MILLWORK

CORNER KEY

MILLWORK

PANEL

3/16"

7/8"

1/4" CLEAT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

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A-553

ARCHITECTURAL INTERIOR DETAILS 620-334

CLC

07/21/2021 H.GARDINER K. MACAULAY

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1 1/2" = 1'-0" F8

INTERIOR COLUMN DETAIL - ELEVATION VIEW

3" = 1'-0" B8

PLAN VIEW AT INTERIOR CRAFTSMAN COLUMN

1 1/2" = 1'-0" F6

INTERIOR COLUMN DETAIL - SECTION VIEW

1/2" = 1'-0" E4

CHECK IN DESK DETAIL - GUEST SIDE - ELEVATION

1/2" = 1'-0" F4

CHECK IN DESK DETAIL - PLAN VIEW

1/2" = 1'-0" C4

CHECK IN DESK DETAIL - GUEST SIDE PLAN WEST - ELEVATION

1 1/2" = 1'-0" F1

CHECK IN DESK DETAIL - AT ACCESSIBLE HEIGHT - SECTION VIEW

1 1/2" = 1'-0" E1

CHECK IN DESK DETAIL - AT TRANSACTION HEIGHT - SECTION VIEW

1 1/2" = 1'-0" C1

RESIDENT ENTRY RAILING DETAIL- PLAN AND ELEVATION

3" = 1'-0" B6

HANDRAIL DETAIL - SECTION VIEW

3" = 1'-0" A6

CHAIR RAIL DETAIL - SECTION VIEW

1/2" = 1'-0" D4

CHECK IN DESK DETAIL - ELEVATION - STAFF SIDE

RENDERING: CHECK- IN AREA

TYP

GENERAL NOTE:

1. REFER TO SHEET IN601 FOR INTERIOR FINISH

INFORMATION

Revisions: Date: 05/09/2022

C

GENERAL NOTES:

1. INSTALLATION AS SHOWN IS FOR WATER CLOSET WITH DIVERTER VALVE.

L

SUPPORT STD

DTL 05500-2

5/8" [16mm] G.W.B.

1/4" [6mm] RUBBER

GASKET

MOUNTING BRACKET

UP-SWING G.B.

CERAMIC TILE

METAL SLEEVE

5/8" [16mm] EXP.

BOLTS FOR

CONC.

4" [102mm] METAL STUDS

12"x4"x1/4" [305x102x6mm] STL

PLATE [TOP & BOTTOM]

TS 6x2X1/4" [152x51x6mm] WELDED TO BOT PLATE w/ 3/16" [5mm] WELD

[508mm]

[914mm]

[762mm]

PLAN OF TOILET ROOM SHOWING RELATIONSHIP OF FIXTURES

PLAN SHOWING THE STEEL TUBE & PLATE FOR

ANCHORING THE UP-SWING GRAB BAR

12"x4"x1/4" [305x102x6mm] STEEL PLATE 5/8" [16mm]∅ EXP. BOLTS TO

CONC. OR WELD TO STEEL

3/8"x6" [10x152mm] PLATE, 2" [51mm] WIDE

(4) 3/8" [10mm]∅ BOLTS

'-9

[8 m m T

O F

IN

F L

UP-SWINGING GRAB BARDIVERTER VALVE

TS 6x2x1/4" [152x51X6mm] (NOT TO EXCEED 15'-0" [4572mm])

3/16" [5mm] WELD

HINGE PIN

MOUNTING BRACKET

[381mm]

ELEVATION SHOWING POSITION OF UP-SWINGING GRAB BAR

(4) 3/8" [10mm]∅ ANCHOR

BOLTS

HINGE PIN

1 1/4" DIA S.S. UP

SWINGING GRAB BAR

[660mm]

SIDE ELEVATION OF UP-SWINGING GRAB BAR

TOILET PAPER

HOLDER

[8 m m

T O

F

IN

F

L

1'-8"

36"MIN.

2'-6"

2'-2"±

15"

FIBER CEMENT BOARD, SMOOTH

SURFACE SHINGLE ROOF

PAINT GRADE PINE FLAT STOCK AT

RAFTERS AND GABLE BRACKET -

PAINTED P-2

DECORATIVE ROOF ELEMENT

TERMINATES FLUSH AGAINST

CORRIDOR WALL. PROVIDE IN-

WALL BLOCKING AS REQUIRED.

DECORATIVE ROOF ELEMENT

EXTENDS 12" BEYOND THE FACE OF

THE CORRIDOR WALL; TYP.

BOTTOM OF GABLE BRACKET @

7'-6" AFF TYP.

LAP SIDING, REFER TO INTERIOR

FINISH PLANS FOR COLOR

1/

2"

3 1/2"

CL

1/

2"

6 1/8"

1/2"

2"

3/4"

FOR OVERALL LENGTHS AT EACH LOCATION

REFER TO PLANS AND ELEVATIONS

BOTTOM OF GABLE

BRACKET @ 7'-6" AFF

DECORATIVE GABLE BRACKET; 3/4"

PAINT GRADE PINE- PAINTED P-2

76°

76°

3 1/2"3 1/

2"

DECORATIVE ROOF

ELEMENT SHALL BE

CENTERED ON UNIT ENTRY

ALCOVE OPENING

DECORATIVE RAFTER; 3/4" PAINT

GRADE PINE - PAINTED P-2

1/2" PAINT GRADE PINE TRIM -

PAINTED P-2

PLASTIC LUMBER, SMOOTH

SURFACE SHINGLE ROOF

1' -4

/8

"2' -2

RAFTER AND TRIM RETURN

BACK TO WALL AT BOTH ENDS.

EXTENDED FROM PERPENDICULAR WALL

2'-0"

EXTENDED FROM PERPENDICULAR WALL

2'-0"

OPEN TO UNIT

ENTRY ALCOVE

OPEN VOID TYP.

F5

A-554

DEDUCT ALT. 13

EDGE OF WALL EDGE OF WALL

PARTITION AS SCHEDULED; REFER TO FLOOR PLANS

LINE OF WALL EDGE BEYOND

HEADER OF UNIT ENTRY ALCOVE

FOLLOWS THE ANGLE OF THE ROOF

PIECE, REFER TO THE ELEVATION FOR

SHAPE

ROOF EXTENSION

1'-0"

5 1/2"W SHIPLAP WITH 1/8" GAP

AT UNDERSIDE OF ROOF

FIBER CEMENT BOARD

SMOOTH AT UNDERSIDE OF

ROOF

PAINT GRADE DECORATIVE GABLE

BRACKET - PAINTED P-2

FIBER CEMENT BOARD, SMOOTH SURFACE

SHINGLE ROOF AS SPECIFIED

PAINT GRADE PINE TRIM AND FASCIA - PAINTED P-2

METAL BLOCKING AS REQUIRED

1' -6

1 1/4"

1/2"

3/

4"

3 1/2"

1"

PAINT GRADE

FINGER JOINTED

PINE TRIM -

PAINTED P-2

1' -0

1"

1/2"

3 1/2"

PAINT GRADE

FINGER JOINTED

PINE TRIM -

PAINTED P-2

3/

4"

PAINT GRADE

FINGER JOINTED

PINE TRIM -

PAINTED P-2

6"

1/ 2"

2"

2' -4

1'-1"

2' -6

3 1/4"3/4"

4"9"

10 3/4"

3/ 4"

1/

4"

STAIN GRADE

FRAME; STAINED TO

MATCH DESIGNER'S

CONTROL SAMPLE

3/16" TEMPERED

GLASS WITH

POLISHED EDGES

KEYED CHROME

PLATED TUMBLER

LOCK

.25" ANNEALED

GLASS WITH 4

NICKEL PLATED

SHELF PINS EACH

CHROME

PLATED

HINGE

NETURAL

FELT

BACKER

NOTE: REFER TO INTERIOR ELEVATIONS FOR

MOUNTING LOCATIONS AND HEIGHTS.

REFER TO INTERIOR FINISH LEGEND FOR MORE

INFORMATION.

A-722

C1

FOR WALL FRAMING

REQUIREMENTS

SECTION VIEW

ELEVATION VIEW

PLAN VIEW

WALL AS SCHEDULED

LAP SIDING

LEAVE APPROPRIATE GAP AND CAULK

SIDING TRIM BOARDS

LEAVE APPROPRIATE GAP AND CAULK

WALLCOVERING; RWC-2

4"

3"

(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED) FOR A DETAILED DESCRIPTION OF EACH DEDUCTIVE ALTERNATE REFER TO COVER SHEET GI000

DEDUCTIVE ALTERNATE #1: REDUCE WATER AND ICE SHIELD COVERAGE

DEDUCTIVE ALTERNATE #2: ELIMINATE TUNNEL (EAST LEG)

DEDUCTIVE ALTERNATE #3: ELIMINATE FAUX WINDOWS AT CLEARSTORY

DEDUCTIVE ALTERNATE #4: ELIMINATE WORK AT B6 CORRIDOR

DEDUCTIVE ALTERNATE #5: ELIMINATE CONCRETE

DEDUCTIVE ALTERNATE #6: ELIMINATE LANDSCAPE

DEDUCTIVE ALTERNATE #7: REDUCE PLATFORM AT CHILLER

DEDUCTIVE ALTERNATE #8: ELIMINATE NVR SECURITY

DEDUCTIVE ALTERNATE #9: ELIMINATE LARGE PORCH

DEDUCTIVE ALTERNATE #10: ELIMINATE SMALL PORCH A

DEDUCTIVE ALTERNATE #11: ELIMINATE SMALL PORCH B

DEDUCTIVE ALTERNATE #12: ELIMINATE ENTRANCE CANOPY

DEDUCTIVE ALTERNATE #13: ELIMINATE FENCE/ FAUX ROOFS AT RESIDENT ROOMS

DEDUCTIVE ALTERNATE #14: ELIMINATE PATIENT LIFTS TRACK EXTENSIONS INTO RESIDENT RESTROOMS

DEDUCTIVE ALTERNATE #15: REDUCE THE POROUS ASPHALT / PARKING / PORTION OF DRIVE ENTRANCE

DEDUCTIVE ALTERNATE #16: ELIMINATE EXTERIOR SIGNAGE

DEDUCTIVE ALTERNATES:

SHOWER SEAT

24" x 20" x

3/8" STEEL PLATE

(TOP OF PLATE

1'-10" AFF)

3" x 3" x 1/4"

0'-3" STEEL CLIP

ANGLE

C3X6 STEEL

CHANNEL (FLOOR

TO UNDERSIDE OF

STRUCTURE ABOVE)

TILE

TILE

BACKER

BOARD

METAL STUD

PARTITION (SEE

PLANS FOR TYPE)

5/8" DIA.

EXPANSION BOLT

ANCHOR W/ 4"

MINIMUM EMBED.

1 - C3X6 BLOCKING @

8'-0" AFF

3/8" DIA. STAINLESS

STEEL PIPE SLEEVE

SEALANT

BEDDING SEALANT

1/4" MACHINE

BOLTS

TILE

TILE BACKER

BOARD

TYP. ALL

FLANGES

3/16

8" 8"

1'-0" 1'-0"

EQ. EQ.

WELD PLATE TO HSS

COLUMN WHERE HSS

COLUMN INTERFERES WITH

CHANNEL

WHERE CHANNEL IS NEXT TO

HSS COLUMN, FASTEN TO

COLUMN, OMIT CLIP ANGLE

C3X6

3 1/4" x 3 1/4" x

1/4" STEEL PLATE W/

1/2" SLOT

4" x 4" x 1/4" x

2'-0" STEEL ANGLE

COMMON TO BOTH

C3X6

5/8" MACHINE

BOLT W/ WASHERS

2'-0" x 2'-0" x

1/8" STEEL PLATE

12 - 1/4 " DIA HEX SELF DRILLING

SCREWS EQ SPACED

MIN 54 MIL (16 GA) METAL CHANNELS BETWEEN TRUSSES.EQUALLY

SPACED ON STEEL PLATE

3/16

3/16 2 @ 12

3/

4" 1/

2"

CUT PLATE & ANGLES AROUND HSS COLUMNS

PROVIDE CLIP ANGLES AT COLUMNS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

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A-554

ARCHITECTURAL INTERIOR DETAILS 620-334

CLC

07/21/2021 H.GARDINER K. MACAULAY

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

F7

UNIT ENTRY FAUX ROOF DETAIL - 3D VIEW

3/4" = 1'-0" C7

UNIT ENTRY FAUX ROOF DETAIL - ELEVATION VIEW

1 1/2" = 1'-0" F5

UNIT ENTRY FAUX ROOF DETAIL - SECTION VIEW

3" = 1'-0"

F3

CROWN MOLDING A - DETAIL

3" = 1'-0" E3

CROWN MOLDING B - DETAIL

3" = 1'-0" D5

CROWN MOLDING C - DETAIL

1 1/2" = 1'-0" C3

MB-1 MEMORY BOX DETAILS

3" = 1'-0"

C1

SIDING AT OUTSIDE CORNER - DETAIL

F5

A-554

DEDUCT

ALT. 13

DEDUCT

ALT. 13

3" = 1'-0" B1

SHOWER SEAT SUPPORT DETAIL

3" = 1'-0"

B3

SHOWER SEAT SUPPORT @ STRUCTURE

1/2" = 1'-0" F1

UP-SWING GRAB BAR

RENDERING: TYPICAL SITTING ALCOVE

RENDERINGS ARE PROVIDED TO ILLUSTRATE DESIGN INTENT

ONLY AND SHALL BE CONSIDERED REFERENCE MATERIAL.

DESIGN DRAWINGS AND SPECIFICATIONS SHALL BE

FOLLOWED FOR ALL CONSTRUCTION RELATED ITEMS

PERTAINING TO THIS SCOPE OF WORK.

Revisions: Date: 05/09/2022

SOLID SURFACE SIDE SPLASH (S-1)

BACK SPLASH (S-1)

M A

X 2'

-1 0"

1'-8"

7"

8"

9"10"

SOLID SURFACE COUNTER TOP (S-1)

WITH INTEGRAL SINK

EXPOSED END TO HAVE

FULLY FINISHED SIDE

PANEL IN PLASTIC

LAMINATE (PL-1)

REMOVABLE FRONT PANEL

FINISHED IN PLASTIC LAMINATE

(PL-1)

BULLNOSE EDGE4"

SOLID SURFACE (S-1)

METAL

BLOCKING

BLOCKING AS

REQUIRED

BLOCKING AS

REQUIRED

1/2"

WALL AS SCHEDULED

PLASTIC LAMINATE

AS SCHEDULED,

SEE ELEVATIONS

+0'-0"

FINISH FLOOR

BASE AS SCHEDULED

SURFACE AS SCHEDULED ON

BACK SPLASH AND COUNTER

TOP AND EDGE (S-1)

PLASTIC LAMINATE AS

SCHEDULED, SEE

ELEVATIONS

CABINET LINER

BACKING

4"

U .O

.N

DOOR PULL

CAULK ALL EXPOSED COUNTER AND

CASEWORK SURFACES TO WALL,

TYPICAL

SEAM WELDED

UNDERMOUNT SINK

BULLNOSE EDGE

2' -1

0"

2' -0

WALL BASE AS SCHEDULED

FINISH FLOOR

PLASTIC LAMINATE

DRAWERS AND PANELS AS

SCHEDULED; SEE A-400

SERIES FOR LAMINATE

COLOR

CABINET LINER

BACKING

COUNTERTOP AND

BACKSPLASH AS SCHEDULED;

REFER TO ELEVATIONS AND

FINISH SCHEDULE (S-1)

CAULK

DRAWERS ON SLIDES

2'-1"

4"

E Q

E Q

E Q

E Q

CAULK ALL EXPOSED COUNTER

AND CASEWORK SURFACES TO

WALL, TYPICAL

BULLNOSE EDGE

2' -1

0"

PLASTIC LAMINATE

ADJUSTABLE SHELF;

MATCH DOOR COLOR

DOOR PANEL PLASTIC

LAMINATE AS SCHEDULED, SEE

A-400 SERIES FOR LAMINATE

COLOR

RECESSED ADJUSTABLE

SHELF STANDARDS

+0'-0"

FINISH FLOOR

BASE AS SCHEDULED

COUNTERTOP AS

SCHEDULED (S-1)

PLASTIC LAMINATE DRAWERS

ON SLIDES AS SCHEDULED,

SEE A-400 SERIES FOR

LAMINATE COLOR

CABINET LINER

BACKING

4"

U .N

.O

DOOR PULL

BULLNOSE EDGE

2' -1

0"

5"

1' -6

LINE OF FINISHED WALL

COUNTERTOP (DEPTH VARIES),

SEE PLAN AND ELEVATION

SPLAY END CAP AND GRIND SMOOTH

3/16" GUSSET PLATE ONE

SIDE OF TUBING - WELD TO TUBING

1/8" x 2" x 1 1/2" STEEL TUBE, MITER AND WELD, PAINT TO

MATCH ADJACENT SURFACE

SECURE TO BLOCK IN WALLS

AS REQUIRED

45° 6"

CORD GROMMET, SEE PLAN FOR

LOCATIONS

3"

SCHEDULED BACKSPLASH,

COUNTERTOP AND BULLNOSE EDGE.

REFER TO ELEVATIONS AND FINISH

SCHEDULE. SCRIBE COUNTER

SURFACE TO WALL, COLOR MATCH

CAULK AT WALLS (S-1)

ELEC./DATA

OUTLET WHERE

OCCURS

FINISH FLOOR

CAULK

U.O.N.

2' - 1"

+0'-0"

BACKING AS

REQUIRED

COUNTER BRACKETS

AT EACH END AND 6'-0"

ON CENTER; SEE

D9/A-555

CAULK

PAINTED GYPSUM

WALLBOARD

CABLE

MANAGEMENT

TRAY

WALL AS

SCHEDULED

WALL BASE AS SCHEDULED

2"

2' -1

0" M

A X

PLASTIC LAMINATE

(PL-1) ADJUSTABLE

SHELF

PLASTIC LAMINATE

(PL-1) DOOR PANEL

RECESSED ADJUSTABLE

SHELF STANDARDS

+0'-0"

FINISH FLOOR

PLASTIC LAMINATE

(PL-1) DRAWER ON

SLIDES

CABINET LINER

BACKING

4"

DOOR PULL

1'-5"

2' -1

1" 4'

-0

BACKING AS REQUIRED

RECESSED ADJ. SHELF

STANDARDS

PLASTIC LAMINATE

(PL-1) ADJUSTABLE

SHELF

4" 2'

-0

1" 4"

PLASTIC LAMINATE (PL-1)

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

PLASTIC LAMINATE PANEL (PL-1)

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

EXTEND SIDE PANEL

60°

6' -1

1"

TOP SHELF LEAF WILL

NOT BE INSTALLED, VA

TO STORE LEAF

1"

DRAWERS ON SLIDES

PLASTIC LAMINATE

(PL-1) DRAWER AND

PANELS

+0'-0"

FINISH FLOOR

CABINET LINER

BACKING

DOOR PULL

1'-11"

PLASTIC LAMINATE

(PL-1) DOOR PANEL

CLOTHING ROD

CABINET LINER

BACKING

BACKING AS REQUIRED

BACKING AS REQUIRED

E Q

E Q

E Q

6" 2'

-0

2" 4'

-1

4"

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

PLASTIC LAMINATE PANEL (PL-1)

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

EXTEND SIDE PANEL

60°

6' -9

PLASTIC LAMINATE (PL-1)

ADJUSTABLE SHELF

PLASTIC LAMINATE

(PL-1) DOOR PANEL

RECESSED ADJUSTABLE

SHELF STANDARDS

+0'-0"

FINISH FLOOR

PLASTIC LAMINATE (PL-1)

DRAWER ON SLIDES

CABINET LINER

BACKING

4"

DRAWER PULL

1'-6"

2' -6

BACKING AS REQUIRED

FLOATING PLASTIC

LAMINATE (PL-1) SHELF

4" 1'

-8

DOOR PULL

MIRROR BEYOND

E Q

E Q

E Q

E Q

4' -0

6' -6

4" 2"

COUNTERTOP (S-1);

REFER TO ELEVATIONS

AND FINISH SCHEDULE

4" 1/

2" 1/

2"

WALL AS SCHEDULED

BULLNOSE EDGE, TYP.

+0'-0"

FINISH FLOOR

DOOR PULL

1'-11"

PLASTIC LAMINATE

(PL-1) DOOR PANEL

CLOTHING ROD

CABINET LINER

BACKING

BACKING AS REQUIRED

6" 5'

-1 1"

4"

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

PLASTIC LAMINATE PANEL (PL-1)

BLOCKING AS REQUIRED WITH #3

COUNTERSUNK TEK SCREWS AT 6" OC

EXTEND SIDE PANEL

60°

6' -9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

IM

/6

-3

N e w C o m m u n it y L iv in g C e n te r/

-3

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A-555

ARCHITECTURAL CASEWORK DETAILS 620-334

CLC

07/21/2021 H.GARDINER K.

MCDERMOTT

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1 1/2" = 1'-0" F9

SINK CABINET DETAIL - SECTION VIEW

1 1/2" = 1'-0"

F7

BASE CAB AT SINK DETAIL - SECTION VIEW

1 1/2" = 1'-0" F5

BASE CAB. W/4 EQ. DRAWERS DETAIL - SECTION VIEW

1 1/2" = 1'-0"

F3

BASE CABINET DETAIL - SECTION VIEW

1" = 1'-0" D9

METAL BRACKET DETAIL WITH GROMMET

1 1/2" = 1'-0" F1

COUNTERTOP DETAIL - SECTION VIEW

1 1/2" = 1'-0" D7

RESIDENT ROOM CABINET DETAIL - SECTION VIEW

1 1/2" = 1'-0"

D3

RESIDENT ROOM WARDROBE DETAIL - SECTION VIEW

1 1/2" = 1'-0" D1

SALON SHAMPOO STATION DETAIL - SECTION VIEW

1 1/2" = 1'-0"

D5

RESIDENT ROOM WARDROBE

FULL HEIGHT DETAIL - SECTION

VIEW

1. REFER TO SHEET 400 SERIES ELEVATIONS FOR REQUIRED MILLWORK LOCK

LOCATIONS

2. FOR CHECK IN AREA MILLWORK LOCK LOCATIONS REFER TO SHEET A-553

Revisions: Date:

GENERAL NOTE:

05/09/2022

3/ 4"

1"

SCRIBE TO CEILING

3/4" PLASTIC LAMINATE FASCIA

1x CONTINUOUS WOOD

BLOCKING - FINISH EXPOSED

FACE TO MATCH CABINET

PLASTIC LAMINATE

CABINET - SEE ELEVATION

ALL EXPOSED SURFACES ARE TO HAVE PLASTIC

LAMINATE, UNO.

1"

1'-3"

#12 FLAT HEAD SHEET

METAL SCREWS AT 16"

O.C. INTO STUDS

SHELF AND APRON

2 HINGES PER DOOR TYP

PLASTIC LAMINATE

ADJUSTABLE SHELVES

MATCH DOOR COLOR

SOFFIT WHERE

OCCURS

PLASTIC LAMINATE

DOOR & PANELS AS SCHEDULED, SEE

A-400 SERIES FOR LAMINATE COLOR

DOOR PULL

U

.O .N

A-557

C7

1"

1'-3"

#12 FLAT HEAD SHEET

METAL SCREWS AT 16"

O.C. INTO STUDS

SHELF AND APRON

2 HINGES PER DOOR TYP

PLASTIC LAMINATE

ADJUSTABLE SHELVES

MATCH DOOR COLOR

SOFFIT WHERE

OCCURS

PLASTIC LAMINATE

DOOR & PANELS AS SCHEDULED, SEE

A-400 SERIES FOR LAMINATE COLOR

DOOR PULL

U

.O .N

A-557

C7

1'-3"

#12 FLAT HEAD SHEET

METAL SCREWS AT 16"

O.C. INTO STUDS

SHELF AND APRON

2 HINGES PER DOOR TYP

PLASTIC LAMINATE

ADJUSTABLE SHELVES

MATCH DOOR COLOR

PLASTIC LAMINATE

DOOR & PANELS AS SCHEDULED, SEE

A-400 SERIES FOR LAMINATE COLOR

DOOR PULL

PLASTIC LAMINATE

PANEL AS SCHEDULED, SEE A-400

SERIES FOR LAMINATE COLOR

REF ELEVATION

U

.O .N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

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A-557

ARCHITECTURAL CASEWORK DETAILS 620-334

07/21/2021 H.GARDINER L. BELL

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

1. REFER TO SHEET 400 SERIES ELEVATIONS FOR REQUIRED MILLWORK LOCK

LOCATIONS

2. FOR CHECK IN AREA MILLWORK LOCK LOCATIONS REFER TO SHEET A-553

GENERAL NOTE:

1 1/2" = 1'-0" C7

TYPICAL PLASTIC LAMINATE FASCIA DETAIL

1 1/2" = 1'-0" B7

UPPER CABINET WITH GYPSUM SOFFIT DETAIL - SECTION VIEW

1 1/2" = 1'-0"

B5

UPPER CABINET WITH MILLWORK SOFFIT DETAIL - SECTION VIEW

1 1/2" = 1'-0" B3

UPPER CABINET WITH NO SOFFIT DETAIL - SECTION VIEW

Revisions: Date: 05/09/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and 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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

Landscape Architect 418 North Toole Avenue Tucson, AZ 85701

(520) 622-9565 Josh Orth., PLA

B

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ARCHITECTURAL DOOR, WINDOW, & LOUVER

SCHEDULES

620-334

CLC

07/21/2021 M. PERKINS E. DANIELS

ISSUED FOR

CONSTRUCTION

NEW COMMUNITY LIVING

CENTER

2094 Albany Post Road, Montrose, NY 10548

DOOR AND FRAME SCHEDULE

DIMENSIONS PANEL FRAME

SILL

HEIGHT

FIRE

RATING

STC

Rating

DETAIL HARDWARE

NOTESROOM NO. ROOM NAME DOOR NO.

WIDTH

H T

PANEL

COUNT TYPE MATERIAL FINISH GLAZING UNDERCUT TYPE MATERIAL FINISH HEAD JAMB SILL ELECTRICAL GROUPW1 W2

TOTAL

WIDTH

181 RESIDENT 13 181 4' - 0" 7' - 0" 1 3/4" 1 FW WD P-8 --- 3/8" 1 HM P-2 0" D8/A-602 E8/A-602 hw:R1

181A TLT 13 181A 4' - 2 1/2" 6' - 11 1/2" 1 3/4" 1 S WD WD --- 3/8" S ALUM ANOD 0" F1/A-711 D6/A-711 F1/A-711 AD-1

182 LN 182 3' - 6" 7' - 0" 1 3/4" 1 F WD P-8 --- 3/8" 1 HM P-2 0" D8/A-602 E8/A-602 hw:5

183 RESIDENT 14 183 4' - 0" 7' - 0" 1 3/4" 1 FW WD P-8 --- 3/8" 1 HM P-2 0" D8/A-602 E8/A-602 hw:R1

183A TLT 14 183A 4' - 2 1/2" 6' - 11 1/2" 1 3/4" 1 S WD WD --- 3/8" S ALUM ANOD 0" F1/A-711 D6/A-711 F1/A-711 AD-1

184 WHEELCHAIR/

STRETCHER STRG

184 4' - 0" 7' - 0" 1 3/4" 1 N WD WD MG# 1 3/8" 1 HM P-2 0" D8/A-602 E8/A-602 hw:5B

185 FAMILY TOILET 185 3' - 6" 7' - 0" 1 3/4" 1 F WD P-8 --- 3/8" 1 HM P-2 0" D8/A-602 E8/A-602 hw:2

B6-23G 3' - 0" 3' - 0" 3'-0"

201 MECH PENTHOUSE 201A 3' - 6" 7' - 0" 1 3/4" 1 N HM P-2 FR# 2 3/8" 1 HM P-2 0" D8/A-602…