IFB 620112409 - VT Squires Restaurant Replacement - FINAL FOR BID.pdf

PDF 13 MB Posted Feb 23, 2024

Attached to: Squires Student Center Restaurant Replacement (IFB# 620112409)
Solicitation number: 59315
Issued by: Montgomery County, Big Rock CDP, Virginia

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Written by GovTribe AI · Apr 2, 2024

This document is an Invitation for Bid (IFB) for the Squires Student Center Restaurant Replacement (IFB# 620112409) project located in Virginia. The project involves renovations to approximately 1,062 SF on the first floor of the Squires Student Center to replace the existing Au Bon Pain restaurant and nearby coffee kiosk area. The work includes new flooring, suspended acoustic tile ceilings, gypsum wall board assemblies, paint, casework, HVAC, electrical, plumbing, demolition, and installation of new food service equipment. The project is located in Montgomery County and the Big Rock CDP. The bid submission deadline is provided, but no award date or contract term is specified.

The IFB does not provide details on pricing terms, set asides, incumbents, funding requirements and sources, or other salient commercial information. The document focuses on the technical requirements and scope of work for the project.

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File	Type	Posted
Addendum_1_Squires_IFB_620112409_20240223.pdf	PDF	Feb 23, 2024
IFB# 620112409 - VT Squires ABP Front End Specs - 2-14-24.pdf	PDF	Feb 23, 2024

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N S

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E D

SQUIRES STUDENT CENTER

5 DESIGN COMM No. 23-27

FEBRUARY 14, 2024

T000

VICINITY MAP

ABV ABOVE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARGWB ABUSE RESISTANT DRYWALL

BLDG BUILDING

BOT BOTTOM

CIV CIVIL

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

C.O. CLEANOUT

DIA DIAMETER

DS DOWNSPOUT

EA EACH

ELEC ELECTRIC OR ELECTRICAL

EXIST EXISTING

FIN FLR FINISHED FLOOR

FRTW FIRE RETARDANT TREATED WOOD

GA GAUGE, GAGE

GRD GRADE

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

ICE ICE MACHINE

INSUL INSULATION

LAV LAVATORY

M.O. MASONRY OPENING

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

NIC NOT IN CONTRACT

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OH OVERHEAD

OPNG OPENING

OPP HND OPPOSITE HAND (MIRRORED)

PLUMB PLUMBING

PRE-FIN PRE-FINISHED

PT PRESERVATIVE TREATED

REINF REINFORCED

RES RESISTANT

SH SHEET

SIM SIMILAR

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

TYP TYPICAL (ANTICIPATE IN ALL SIMILAR LOCATIONS)

VAT VINYL ASBESTOS TILE

VERT VERTICAL

W/ WITH

WC WATER CLOSET

WD WOOD

ABBREVIATIONS

FIRST FLOOR KEY PLAN (NTS)

CONTRACTOR SHALL COMPLY WITH VIRGINIA TECH'S SAFETY REQUIREMENTS FOR CONTRACTORS AND

SUBCONTRACTORS, WHICH IS INCORPORATED BY REFERENCE. COPIES OF THIS PROGRAM ARE

AVAILABLE FROM THE OWNER OR MAY BE DOWNLOADED AT WWW.EHSS.VT.EDU.

RESTAURANT REPLACEMENT

A100 A101 A102

SHEET SHEET TITLE

T000 TITLE SHEET

DRAWING INDEX

AREA OF WORK

LEAD STATEMENT

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS

HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT SPECIFICATIONS. THIS

REPORT IS PROVIDED FOR THE CONTRACTOR’S USE AND MAY NOT BE ALL INCLUSIVE.

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA

OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO

EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING

COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

UBO APPROVAL

DRILL

FIELD

SQUIRES

STUDENT

CENTER

JAMES PRICE

Lic. No. 012976

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I A

A R C H I T E C T

ALUMNI M

ALL

DRILL

FIELD

DRILL

FIELD

OTEYST

A103 A104

GENERAL NOTES AND CODE AND LIFE SAFETY INFORMATION

DEMOLITION PLAN AND NOTES

REFLECTED CEILING DEMOLITION AND NEW WORK PLANS

NEW EQUIPMENT PLAN AND SCHEDULE

CASEWORK ELEVATIONS, DETAILS, AND NOTES

NEW WORK PLAN AND NOTES

A105

CASEWORK ELEVATIONS, DETAILS, AND NOTESA106

CASEWORK DETAILSA107

PLUMBING LEGEND, DETAILS, AND NOTESP100

PLUMBING DEMOLITION PLANP101

PLUMBING NEW WORK PLANP102

GENERAL NOTES, LEGEND, AND SPECIFICATIONSE101

E201 E202

E401 E501

DEMOLITION PLANS

DEMOLITION LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE

POWER PLAN

PANEL SCHEDULES AND EQUIPMENT LIST

ASBESTOS STATEMENT

AN ASBESTOS INSPECTION WAS PERFORMED AND NO ACM WAS FOUND. THE ASBESTOS

INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS.

NOTE THAT ABATEMENT WAS PERFORMED UNDER A PRIOR SEPARATE CONTRACT .

E301 NEW LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE

MECHANICAL LEGEND AND SCHEDULESM101

MECHANICAL SPECIFICATIONSM102

MECHANICAL DETAILSM103

MECHANICAL DEMOLITION PLANM104

MECHANICAL NEW WORK PLANM105

MECHANICAL NEW WORK PLAN BID ADDITIVESM106

ARCHITECTURAL SPECIFICATIONS AND SUBMITTAL REGISTERA108

ARCHITECTURE

5 DESIGN, LLC

20 Midway Plaza Dr, Suite 300

Christiansburg, VA 24073 540-230-2619

WWW.5designarchitecture.com

ELECTRICAL

2100 LUBNA DRIVE

CHRISTIANSBURG, VA 24073

540-998-6069

MECHANICAL & PLUMBING

PO BOX 876

FINCASTLE, VA 24090

540-216-0331

14 FEB 2024

OVERALL EXISTING FIRST FLOOR PLAN

1/32" = 1'-0"

UBO APPROVAL

EXPLANATION OF PROPOSED WORK:

THE EXISTING AU BON PAIN RESTAURANT WILL BE REPLACED WITH A DIFFERENT RESTAURANT TENANT. MINOR RENOVATIONS WILL OCCUR, INCLUDING RELOCATION OF A HAND WASH SINK, REMOVAL OF A WALL, ADDITION OF AN AREA OF QUARRY TILE FLOOR, NEW LVT FLOOR, ADDITION OF A WALL TO CREATE SYMMETRY AT A COLUMN, A NEW FOOD SERVICE EQUIPMENT ARRANGEMENT, AND ASSOCIATED MECHANICAL, PLUMBING, AND ELECTRICAL CHANGES. A SMALL KIOSK AREA WILL ALSO

RECEIVE NEW CASEWORK, EQUIPMENT, AND FINISHES.

EXISTING BUILDING INFORMATION:

SQUIRE STUDENT CENTER (BUILDING #0180)

ORIGINAL BUILDING CONSTRUCTION DATE: 1937

ADDITION CONSTRUCTION DATE: 1969 AND 1991 (AREA OF NEW WORK IS IN THE 1991 ADDITION)

BUILDING CODE FOR THE 1991 ADDITION: 1987 VAUSBC

CONSTRUCTION TYPE: IIB

AUTOMATIC SPRINKLER SYSTEM: THROUGHOUT

FIRE ALARM: PRESENT

GROSS BUILDING AREA: 290,079 SF

LIFE SAFETY AND BUILDING CODE NOTES:

APPLICABLE CODES AND STANDARDS:

2018 VIRGINIA EXISTING BUILDING CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

2022 VIRGINIA TECH DESIGN AND CONSTRUCTION STANDARDS MANUAL

ANSI A117.1-2009

USE & OCCUPANCY: MIXED-USE, NON-SEPARATED (ASSEMBLY AND BUSINESS)

OCCUPANCY CLASSIFICATION OF THE WORK AREA IS A-2 ASSEMBLY

CONSTRUCTION TYPE FOR NEW WORK: 2B (602.2)

COMPLIANCE METHOD: WORK AREA COMPLIANCE METHOD (301.3.2)

EXISTING GROSS BUILDING AREA: 290,079 SF

AREA OF WORK AREA: APPROXIMATELY 1,062 SF (+/-0.004% OF GROSS EXISTING BUILDING AREA)

ALTERATIONS - LEVEL 2 (SECTIONS 602 & 603)

ALL NEW WORK SHALL COMPLY WITH LEVEL 1 ALTERATIONS (SECTION 602) AND LEVEL 2 ALTERATIONS (603)

ALL NEW WORK SHALL BE HANDICAP ACCESSIBLE

NO ADDITIONAL STRUCTURAL LOADS WILL BE CREATED BY THIS PROJECT. NEW WORK WILL NOT INCREASE THE DESIGN GRAVITY LOAD BY MORE THAN 5%, SO NO STRENGTHENING OF STRUCTURAL ELEMENTS IS REQUIRED (603.7.3). THE

WALLS BEING REMOVED OR MODIFIED ARE NON-LOAD BEARING METAL STUD/GWB WALLS.

EXIT ACCESS TRAVEL DISTANCE WILL NOT BE ALTERED BY THE WORK

EGRESS PATHS WILL NOT BE SIGNIFICANTLY ALTERED BY THE WORK

OCCUPANT LOADS AND EGRESS CAPACITY HAVE NOT BEEN CHANGED BY THE WORK

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WORK AREAS

1. ITEMS SHOWN DASHED ON DEMOLITION PLANS, AND/OR NOTED HEREIN, SHALL BE DEMOLISHED. WHERE ITEMS ARE DEMOLISHED, THE CONTRACTOR SHALL REMOVE THE ITEM AND ALL ASSOCIATED PARTS, PIECES, ADHESIVE, ANCHORS, ETC.

2. THE CONTRACTOR SHALL PROVIDE DUST-PROOF TEMPORARY CONSTRUCTION AS REQUIRED TO AVOID TRANSFER OF CONSTRUCTION CONTAMINANTS OUTSIDE ANY AREA OF WORK. THE DUST-PROOF TEMPORARY CONSTRUCTION SHALL NOT REDUCE OR OTHERWISE

IMPEDE EGRESS FROM/IN SPACES AND CORRIDORS OUTSIDE THE WORK AREA.

3. THE CONTRACTOR SHALL CLEAN UP AT THE END OF EACH WORK DAY.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. THE CONTRACTOR SHALL REPAIR ALL DAMAGES OR

REPLACE DAMAGED EQUIPMENT OR COMPONENTS, AS DETERMINED BY THE UNIVERSITY.

5. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE.

6. THE CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING, BRACING, OR SIMILAR CONSTRUCTION TO ENABLE THEIR WORK.

7. DEMOLISH AND PATCH/REPLACE EXISTING CONSTRUCTION AS NECESSARY TO INSTALL NEW WORK FROM ALL DISCIPLINES. BECAUSE OF

THE COMPLEXITY OF CONSTRUCTION, NOT ALL DEMOLITION REQUIRED IS SHOWN OR NOTED ON THE DRAWINGS.

8. IF WORK OCCURS ABOVE CEILINGS WHERE CEILINGS ARE NOT SHOWN TO BE DEMOLISHED, REMOVE EXISTING 2'x2' SATC CEILING TILE

AND GRID AS REQUIRED TO INSTALL NEW WORK. SALVAGE AND REINSTALL TILE AND GRID.

9. DEMOLISH ALL EXISTING FOOD SERVICE EQUIPMENT AND CASEWORK IN THE WORK AREA. COORDINATE REMOVAL WITH THE

UNIVERSITY PM. DEMOLISH ALL ASSOCIATED UTILITIES THAT WILL NOT BE REUSED.

ADDITIVE BID ITEMS:

ADDITIVE BID ITEM 1: LUMP SUM PRICE FOR ALL WORK ASSOCIATED WITH THE NEW EXHAUST HOOD COMPLETE IN ACCORDANCE WITH THE

DRAWINGS AND SPECIFICATIONS.

ADDITIVE BID ITEM 2: LUMP SUM PRICE FOR ALL WORK ASSOCIATED WITH THE NEW SPLIT SYSTEM HVAC COMPLETE IN ACCORDANCE WITH

THE DRAWINGS AND SPECIFICATIONS.

GENERAL DEMOLITION NOTES

1. SEE ARCHITECTURAL SPECIFICATIONS FOR MORE DETAIL.

2. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE VIRGINIA TECH PROJECT MANAGER TO ELIMINATE OR MINIMIZE

DISRUPTIONS TO THE OWNER'S OPERATIONS. ALL LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL WHILE THE BUILDING

IS OCCUPIED.

3. THESE DRAWINGS HAVE BEEN PREPARED FROM RECORD DRAWINGS AND NON-DESTRUCTIVE FIELD INVESTIGATION. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING ANY PHASE OF THE WORK OR ORDERING MATERIALS. THE CONTRACTOR SHALL LOCATE ALL EXISTING STEEL REINFORCING, TENSION WIRE, CONDUIT, ETC.

IN EXISTING CONCRETE TO AVOID DAMAGE BY INSTALLATION OF NEW WORK. IF DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING.

4. THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION TO REMAIN. THE CONTRACTOR SHALL REPAIR OR REPLACE (AT THE OPTION OF THE OWNER) ANY EXISTING CONSTRUCTION, FURNISHINGS, FIXTURES, OR EQUIPMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS. SUCH REPAIR OR REPLACEMENT WILL BE AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES NECESSARY FOR THEIR WORK.

6. PROVIDE NEW WORK AS REQUIRED FOR COMPLETE INSTALLATION OF ALL DISCIPLINES. BECAUSE OF THE COMPLEXITY OF

CONSTRUCTION, NOT ALL NEW WORK IS SHOWN OR NOTED ON THE DRAWINGS.

7. SEAL ALL INSIDE WALL CORNERS PRIOR TO PAINTING.

8. NEW AND EXISTING SUBSTRATES SHALL BE PROPERLY PREPARED TO RECEIVE NEW WORK. COORDINATE PREPARATION

REQUIREMENTS WITH THE WRITTEN INSTALLATION INSTRUCTIONS FROM THE MANUFACTURERS OF ALL NEW FINISHES.

9. WHERE PATCHES TO FINISHED SURFACES ARE MADE THEY SHALL BE MADE IN SUCH A WAY THAT THE PATCH IS NOT VISIBLE

TO THE OWNER WHEN THE WORK IS COMPLETE.

10. NEW WORK WILL REQUIRE MODIFICATIONS TO EXISTING SPRINKLER HEAD LOCATIONS, AND COULD REQUIRE NEW SPRINKLER

HEADS. SEE MECHANICAL FOR ADDITIONAL INFORMATION.

11. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL NEW 90 DEGREE OUTSIDE CORNERS.

12. SEAL ALL COUNTERTOPS AND CASEWORK TO ADJACENT SURFACES WITH CLEAR 100% SILICONE SEALANT. TOOL JOINT TO

CONCAVE PROFILE.

13. TEMPLATE ALL COUNTERTOPS FROM INSTALLED BASE CABINETS.

14. THE EXISTING FULLY ADHERED 60 MIL EPDM ROOF IS UNDER WARRANTY. ALL NEW WORK SHALL BE IN ACCORDANCE WITH

THE ROOF MANUFACTURER'S STANDARD DETAILS AND SHALL BE ACCEPTED AND COVERED UNDER THE EXISTING

MANUFACTURER'S ROOF WARRANTY. FIELD VERIFY ALL CONDITIONS.

15. WHERE EXISTING ELECTRICAL FLOOR BOXES ARE ABANDONED IN WELL 89, PROVIDE STAINLESS STEEL COVER PLATES WITH

RECESSED COVER TO ACCEPT NEW LVT.

GENERAL NEW WORK NOTES

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Lic. No. 012976

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DEMOLITION PLAN

1/4" = 1'-0"

WELL

A89

BACKLINE

A89A

BACK ROOM

A86

OFFICE

A86

STORAGE

A86

DINING

LOBBY

CR1A

KIOSK

DEMOLISH EXISTING 12x24 CERAMIC FLOOR TILE AND 4" CERAMIC TILE WALL BASE. PATCH AND PREPARE CONCRETE SLAB AND GWB WALL AS REQUIRED FOR

INSTALLATION OF NEW QUARRY TILE AND QUARRY TILE BASE.

DEMOLISH EXISTING METAL STUD AND GWB WALL AND ALL ASSOCIATED PARTS.

DEMOLISH EXISTING 4" CERAMIC TILE BASE AT ENTIRE COLUMN PERIMETER.

REMOVE EXISTING STAINLESS STEEL SHELF, WALL PANEL, AND CORNER TRIM.

REMOVE EXISTING SOLID SURFACE WALL CAP AND WALL CONSTRUCTION AS REQUIRED TO INSTALL NEW BLOCKING TO SUPPORT NEW SNEEZE GUARD.

REMOVE EXISTING WINDOW FILM AND CLEAN GLAZING.

ROUTE EXISTING PORCELAIN FLOOR TILE AND CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL (2) 1" CONDUIT TO NEW CASEWORK. TURN CONDUIT UP IN WALL

TO ABOVE CEILING. SEE ELECTRICAL.

DEMOLISH CASEWORK AND ASSOCIATED UTILITIES AT KIOSK.

DEMOLISH EXISTING LOW WALL.

DEMOLISH A PORTION OF THE EXISTING FURRED LOW WALL AND SOLID SURFACE CAP. COORDINATE EXTENT OF DEMOLITION WITH NEW WALL LOCATION. FINISH EXISTING WALL AND CAP TO NEW WALL AND CAP. COORDINATE DEMOLITION OF EXISTING UTILITIES WITHIN WALL (LOCATIONS COULD NOT BE FIELD VERIFIED).

DEMOLISH EXISTING RUBBER OR CERAMIC TILE BASE

EXISTING ELECTRICAL FLOOR BOXES TO BE ABANDONED. PROVIDE LOW-PROFILE BLANK STAINLESS STEEL PLATES ON TOP OF LVT. APPROXIMATE BOX SIZE IS 8"x8" (FIELD VERIFY)

MECHANICALLY ABRADE THE EXISTING TILE FLOOR AS REQUIRED BY THE LVT MANUFACTURER FOR INSTALLATION OF NEW LVT AND ITS ASSOCIATED

UNDERLAYMENT AND PRIMER.

ROUTE EXISTING CERAMIC TILE AND CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL NEW CONDUIT TO NEW POINT OF SALE CASEWORK. SEE ELECTRICAL.

DEMOLISH EXISTING CERAMIC WALL TILE AND BACKER BOARD IN ITS ENTIRETY. REPAIR AND PREPARE ADJACENT SURFACES FOR NEW WORK. DEMOLISH AND/OR RE-ROUTE EXISTING UTILITIES IN THIS WALL AS REQUIRED TO ABANDON UNUSED UTILITIES AND INSTALL NEW WORK.

DEMOLITION KEY NOTES

REMOVE AND

REINSTALL EXISTING

GATE TO INSTALL NEW

LVT FLOOR

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NEW WORK KEY NOTES

WELL

A89

NEW WORK PLAN

1/4" = 1'-0"

NEW WALL CONSTRUCTED OF 22 GA 3 5 8" METAL STUDS AT 16" OC WITH 1/2" GWB AT ALL EXPOSED FACES. TERMINATE GWB AT 4" ABOVE SATC. ATTACH FRAMING TO FLOOR SLAB WITH 1" HILTI X-C P8 CONCRETE NAILS AT 12" OC. ATTACH FRAMING TO STRUCTURE ABOVE.

PROVIDE DEFLECTION TRACK AT TOP OF WALL CONNECTION.

NEW QUARRY TILE. MATCH EXISTING GROUT JOINT SIZE. LAY AS FULL TILE WHENEVER POSSIBLE.

PROVIDE NEW QUARRY TILE COVE BASE. MATCH EXISTING QUARRY TILE COVE BASE HEIGHT AND PROFILE.

PATCH EXISTING CERAMIC WALL TILE WHERE HAND SINK WAS REMOVED. REMOVE PARTIAL TILE AND INSTALL FULL TILE AS PATCHES. TILE AND GROUT COLORS, SIZES, AND PATTERNS TO MATCH EXISTING. CLEAN SURROUNDING SURFACES TO REMOVE ALL SEALANT, GRIME, ETC.

PROVIDE NEW RUBBER WALL BASE AT ENTIRE PERIMETER OF COLUMN SURROUND.

PROVIDE NEW CERAMIC TILE BASE (NON-COVE) TO MATCH EXISTING WALL BASE IN THE WELL AREA. PROVIDE BASE AT ALL LOCATIONS THAT EXISTING 12x24 CERAMIC TILE ABUT THIS NEW WALL.

PAINT ALL EXPOSED GWB ON THIS WALL

PROVIDE NEW 6'-0" HIGH TYPE 304 16 GA SMOOTH STAINLESS STEEL WALL PANEL. REPAIR AND PREPARE EXISTING GWB SURFACE TO BE SMOOTH AND EVEN. INSTALL BOTTOM OF PANELS AT TOP OF QUARRY TILE BASE. SEAL TO BASE WITH 100% SILICONE SEALANT (CLEAR).

INSTALL ON THE ENTIRE LENGTH OF WALLS INDICATED. INSTALL USING CONTACT ADHESIVE EQUAL TO 3M FASTBOND 30. INSTALL PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MASK PANEL EDGE LOCATIONS ON WALL PRIOR TO INSTALLATION. PRE-CUT OPENINGS FOR ITEMS THAT WILL PENETRATE THE STEEL SHEET. TIGHTLY ABUT JOINTS AND CORNERS. SEAL INSIDE CORNERS WITH CLEAR 100% SILICONE SEALANT. PROVIDE 6'-0" TALL STAINLESS STEEL CORNER GUARDS AT OUTSIDE CORNERS. INSTALL HAND SINK AND

ACCESSORIES OVER STAINLESS STEEL WALL PANELS.

PROVIDE NEW 1/4" TEMPERED GLASS SNEEZE GUARD AT TOP OF WALL AS INDICATED.

PROVIDE 58" GWB OVER THIS ENTIRE COLUMN FACE ON EXISTING GWB. COVER EXISTING PARTITION POCKET. EXTEND 2" ABOVE CEILING.

FILL AROUND NEW CONDUIT ROUTED INTO FLOOR SLAB WITH ARDEX SD-P OR EQUAL. FINISH PATCH SMOOTH WITH TOP OF EXISTING

PORCELAIN FLOOR TILE.

JAMES PRICE

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BACKLINE

A89A

BACK ROOM

A86

OFFICE

A86

STORAGE

A86

DINING

LOBBY

CR1A

±3'-1"

LOCATE THIS WALL TO

ALLOW FULL QUARRY

TILE AT TRANSITION

FROM NEW/EXISTING TILE

3' -6

SEE NEW EQUIPMENT

PLAN ON SHEET A104

KIOSK

SEE SHEETS

A104 AND A105

DIMENSIONS OF NEW

WALL AS REQUIRED TO

MAKE COLUMN SURROUND

SYMMETRICAL.

8 7

EXISTING

LOW WALL

CUT EXISTING

SOLID SURFACE

WALL CAP AND

FINISH END

PROVIDE NEW CERAMIC TILE ON NEW 1/2" CEMENT BACKER BOARD. PROVIDE STAINLESS STEEL SCHLUTER QUADEC TRIM AT ALL EDGES OF TILE, INCLUDING AT CEILING. PROVIDE TILE FROM TOP OF COUNTERTOP TO CEILING. SEE WALL ELEVATION ON SHEET A106.

EDGE OF NEW LVT. PROVIDE RUBBER UNDERSLUNG REDUCER AT THIS EDGE. MASK EXISTING FLOOR TO CONTAIN FLOOR PREPARATION

UNDER NEW LVT. SEE FLOOR FINISH PLAN THIS SHEET.

OWNER-PROVIDED, CONTRACTOR-INSTALLED GRAPHIC WALL COVERING. PROVIDE LEVEL 5 GWB FINISH UNDER GRAPHIC. LOCATE GRAPHIC PER UNIVERSITY PM'S DIRECTION. APPROXIMATE GRAPHIC SIZE IS 6'-0" x 10'-0".

NEW FLOOR FINISH PLAN

1/8" = 1'-0"

NEW QUARRY TILE ON

EXISTING CONCRETE SLAB

NEW LVT ON EXISTING

CERAMIC TILE

FLOORING NOTES:

1. SEE DEMOLITION AND NEW WORK NOTES AND

SPECIFICATIONS FOR MORE INFORMATION.

2. PROTECT NEW FLOORING FROM LOADS UNTIL

ADHESIVES, GROUT, AND THINSET HAVE CURED PER THE

MANUFACTURER'S WRITTEN RECOMMENDATIONS.

3. LVT PATTERN SHALL BE PROVIDED DURING

CONSTRUCTION.

4. PROVIDE RECESSED COVERS FOR EXISTING FLOOR

BOXES THAT ACCOMMODATE NEW LVT ON COVER PLATE.

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REFLECTED CEILING NEW WORK PLAN

1/4" = 1'-0"

BACKLINE

A89A

BACK ROOM

A86

OFFICE

A86

STORAGE

A86

DEMOLISH EXISTING SATC AND GWB

BULKHEAD AND FRAMING AT BACKLINE.

SUSPEND EXISTING LIGHT FIXTURES, HVAC

GRILLES, ETC. IN-PLACE FOR REINSTALLATION

IN NEW CEILING. SEE ELECTRICAL.

INSTALL NEW 2x2 SATC AT SAME HEIGHT, LOCATION, AND ORIENTATION AS EXISTING SATC CEILING.

REINSTALL EXISTING HVAC GRILLES IN NEW CEILING.

SEAL WALL ANGLE TO WALL WITH LATEX SEALANT.

PAINT ALL NEW GWB.

±3

±12'-2"

±2 7'

-2 3 4"

PAINT ALL EXPOSED SURFACES

OF EXISTING GWB BULKHEAD

PAINT ALL EXPOSED SURFACES

OF EXISTING GWB BULKHEAD

PAINT ALL EXPOSED

SURFACES OF EXISTING

GWB BULKHEAD

CONSTRUCT NEW BULKHEAD WITH 3-5/8" 22

GA METAL FRAMING AT 16" OC ATTACHED TO

STRUCTURE ABOVE. PROVIDE 1/2" GWB TO 4"

ABOVE SATC. MATCH ELEVATION OF

EXISTING BULKHEAD. BULKHEAD SHALL NOT

BE USED TO SUPPORT SIGNAGE OR OBJECTS

WEIGHING MORE THAN 20 LBS TOTAL.

DEMOLISH EXISTING SATC

EXISTING GWB BULKHEAD TO REMAIN

FINISH EXISTING BULKHEAD AT

90 DEGREES TO NEW BULKHEAD

EXISTING GWB BULK

HEAD TO R

EMAIN

EXISTIN

G G

WB BULK

HEAD TO R

EMAIN

INSTALL NEW 2x2 SATC AT SAME HEIGHT, LOCATION, AND ORIENTATION AS EXISTING SATC CEILING.

REINSTALL EXISTING HVAC GRILLES IN NEW CEILING.

SEAL WALL ANGLE TO WALL WITH LATEX SEALANT.

DEMOLISH EXISTING CEILING TILE AND CEILING-HUNG

FASCIA PANELS ABOVE KIOSK. EXTENTS OF

DEMOLISHED TILE ARE APPROXIMATELY AS SHOWN.

COORDINATE EXACT EXTENTS OF DEMOLITION AND

REPLACEMENT OF TILE IN THIS AREA WITH THE

UNIVERSITY PM. GRID TO REMAIN. SEE ELECTRICAL FOR

DEMOLITION OF FIXTURES AND TRACK LIGHTING.

NEW SATC TILE IN EXISTING GRID. CLEAN EXISTING GRID

AND AIR DEVICES. SEE ELECTRICAL FOR NEW FIXTURES

AND TRACK LIGHTING. PROVIDE NEW ESCUTCHEONS FOR

EXISTING SPRINKLER HEADS.

NEW TRACK LIGHTING (TYP). SEE ELEC.

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

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WELL

A89

NEW EQUIPMENT PLAN

1/4" = 1'-0" JAMES PRICE

Lic. No. 012976

C O

MMO N W E A L T H O F V I R G I N

I A

A R C H I T E C T

BACKLINE

A89A

BACK ROOM

A86

OFFICE

A86

STORAGE

A86

DINING

LOBBY

CR1A

KIOSK

16 17 18

1 1 1 1

K1 K2

K3 K4 K4

OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI = OWNER FURNISHED, OWNER INSTALLED

CFCI = CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

K6 K8K7

K10 K9

PROVIDE TWO (2) 36"

STAINLESS STEEL SHELVES

ON THIS WALL. LOCATE AS

DIRECTED BY THE

UNIVERSITY PM. SHELVES

EQUAL TO ADVANCE TABCO

MODEL # WS-10-36

4" SAFETY GLAZING

SNEEZE GUARD ON TOP

OF EXISTING WALL CAP.

PROVIDE ADDITIONAL

FRTW BLOCKING

UNDER WALL CAP AS

REQUIRED TO SUPPORT

SNEEZE GUARD

CONTROLLER

FOR LED

LIGHTING ON

LOW WALL

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

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KIOSK CASEWORK ELEVATIONS

1/2" = 1'-0"

JAMES PRICE

Lic. No. 012976

C O

MMO N W E A L T H O F V I R G I N

I A

A R C H I T E C T

KIOSK CASEWORK PLAN

1/2" = 1'-0"

K1 K2

K4 K4

K1K2K3

K4 K4

K8 K7

5'-6" 1'-9" 1'-9" 3'4"

2' -1

0"3' -6

A C

A B

FRY REGLET REVEAL LEGEND

MILLWORK

FR-1: 4" MILLWORK CHANNEL BASE WITH RETURN KEY (MWCB50400). ALSO USED AT GWB.

FR-2: 1/8" POST REVEAL (MWP12550)

FR-3: 1/8" POST TERMINATION (MWPT12550)

FR-4: MILLWORK CLEAT 25 (3/8" STAND OFF)

GWB

FR-5: 3/8" PROTRUDING EDGE PROFILE (DRMPET-375)

FR-6: STEPPED OUTSIDE CORNER (DRMW-50-50)

FR-7: LED DRYWALL REVEAL, 2700K (L1 DRYWALL MID F1)

NOTES:

1. ALL SHAPES SHALL BE ANODIZED ALUMINUM.

2. PROVIDE PRE-FORMED CORNERS AND INTERSECTIONS.

3. FOR FR-7, PROVIDE DRIVER TO PROVIDE INFINITE COLOR CONTROL, CONTROLLER, AND ALL

COMPONENTS TO PROVIDE A FULLY FUNCTIONING LED SYSTEM. PROVIDE DMX512 CONTROL

PANEL LOCATED ON WALL NORTH OF CASEWORK ELEVATION 'R'. SHOP DRAWING SHALL

INCLUDE DIMENSIONS LOCATING FR-7 ON THE WALL ELEVATION AND SHALL INCLUDE PRODUCT

DATA FOR ALL COMPONENTS OF THE SYSTEM.

6'-33 8" 1'-10"1'-10"

LAMINATE CLAD PANELS5/8" ARGWB 5/8" ARGWB

A105 A107

OPP

HND

A105 A107

WALL CONSTRUCTED OF 3 58" 20 GA METAL

STUDS AT 16" OC WITH 5/8" ABUSE RESISTANT

GWB EACH SIDE. PROVIDE WOOD BLOCKING AS

REQUIRED TO SUPPORT SNEEZE GUARD.

3' 3'

-6

16'-1"

EXISTING

PORCELAIN TILE

FLOOR (CLEAN)

APPROXIMATE LOCATION OF EXISTING

CLEANOUT TO BECOME NEW DRAIN

CONNECTION. PROVIDE REMOVABLE

LAMINATE PANEL AT KIOSK-SIDE

A105 A107

A105 A105

FR-1 FR-1

FR-6

FR-2

FR-3

COMPOSITE COUNTERTOP

AND WALL CAP

1" PLASTIC LAMINATE-CLAD

SHELF IN 1" ANGLE FRAME

FACE OF

EXISTING WALL

2' -1

FR-6

FR-1

FR-5

FR-6

FR-2

FR-3

12'-113 8"

COMPOSITE WALL CAP

CASEWORK/MILLWORK NOTES:

1. ALL DIMENSIONS ARE TO FACE OF CABINET BODY UNLESS OTHERWISE NOTED.

2. PROVIDE ALL SHIMS, BLOCKING, AND STEEL REINFORCEMENT REQUIRED FOR PROPER INSTALLATION AND SUPPORT.

3. OBTAIN TEMPLATES FOR ALL COUNTERTOP DROP-IN ITEMS FROM THE UNIVERSITY PRIOR TO COUNTER FABRICATION.

4. FIELD CUT COUNTERTOP OPENINGS FOR UTILITIES. CONCEAL LOCATIONS OF OPENINGS AS MUCH AS POSSIBLE. FINISH CUT EDGES PER

MANUFACTURER'S INSTRUCTIONS.

5. VERIFY SIZE OF ALL EQUIPMENT WITH THE UNIVERSITY PRIOR TO CREATING CASEWORK SHOP DRAWINGS.

6. SEAL ALL COUNTERTOPS, BACKSLASHES, AND WALL CAPS TO ADJACENT CONSTRUCTION WITH CONTINUOUS BEAD OF CLEAR SILICONE SEALANT.

7. ALL KIOSK CASEWORK DOORS SHALL BE LOCKABLE WITH THROW-BOLT TYPE LOCKS. LOCKS SHALL BE COMPATIBLE WITH THE UNIVERSITY'S 7-PIN BEST

MASTER KEY SYSTEM. PROVIDE FRAMING AND BLOCKING AS REQUIRED FOR SECURE LOCK FUNCTION.

8. PROVIDE HEAVY DUTY STAINLESS STEEL PIANO HINGES WITH HOSPITAL TIPS AT FULL LENGTH OF ALL DOORS.

9. ALL COUNTERTOPS AND WALL CAPS SHALL HAVE 1" OVERHANG.

10. PROVIDE 1 12" STAINLESS STEEL ANGLES UNDER COUNTERTOP SPAN AT UNDER-COUNTER REFRIGERATORS.

11. PROVIDE STAINLESS STEEL BAR STOCK UNDER OPEN SPAN COUNTER ON CASEWORK ELEVATION 'F'.

12. PROVIDE RUBBER BASE AT ALL SIDES OF CASEWORK BODY WHERE FR-1 ALUMINUM BASE TRIM IS NOT CALLED FOR.

13. SNEEZE GUARD SHALL BE 1/4" TEMPERED SAFETY GLAZING COMPLYING WITH ANSI Z97.1. GLASS SHALL BE CLEAR. PROVIDE FROSTED LOGO ON

GLAZING (UP TO 6 LOCATIONS) AS DIRECTED BY THE UNIVERSITY. GLAZING SHALL BE 18" HIGH, UNLESS OTHERWISE NOTED. PROVIDE STAINLESS STEEL POSTS AT ENDS AND AT EQUAL SPACES NOT EXCEEDING 5'-0" ALONG EACH SPAN. POSTS SHALL BE EQUAL TO ADM STAINLESS STEEL BOLTED SNEEZE GUARD SYSTEM. PROVIDE 2x BLOCKING AT TOP OF WALL FOR ATTACHMENT OF POSTS (DO NOT RELY ON COUNTER ATTACHMENT ONLY).

14. PROVIDE CONCEALED STEEL FRICTION CLIPS AT REMOVABLE PANEL. LABEL FRONT OF PANEL WITH 1" BLACK VINYL LETTERS "REMOVABLE PANEL FOR

UTILITY ACCESS".

15. AT EQUIPMENT ITEM NUMBERS 6, K5, AND K6, PROVIDE FRP WALL PANEL FROM TOP OF RUBBER BASE TO UNDERSIDE OF COUNTERTOP OR WALL CAP.

FRP PANEL SHALL BE EQUAL TO MARLITE P100 AND SHALL BE CLASS 'A' FIRE RATED. INSTALL WITH MANUFACTURER'S RECOMMENDED ADHESIVE AND

PROVIDE MANUFACTURER'S STANDARD PVC TRIM AT EXPOSED EDGES.

SOAP AND PAPER TOWEL

DISPENSER (OFCI)

NEW WALL TILE THIS WALL - SEE SHEET 106

2'-1" 2' 2' 2' 11" 3' 2' 2' 1"

FR-1

3'-73

3' -6

FR-5

FR-6

COMPOSITE

COUNTERTOP

COMPOSITE

WALL CAP

2' -1

0" 3' -6

FACE OF

WALL

1/4" SAFETY GLAZING SNEEZE GUARD

1/4" SAFETY GLAZING

SNEEZE GUARD -

26" HIGH AT THIS

CASEWORK

ELEVATION

COMPOSITE

WALL CAP

GWB WALL THIS END CONSTRUCTED

OF 8" 20 GA METAL STUDS AT 16" OC

WITH 5/8" ABUSE RESISTANT GWB

EACH SIDE. PROVIDE WOOD

BLOCKING AS REQUIRED TO

SUPPORT SNEEZE GUARD.

2" 2'-21

A105 A107

1/4" SAFETY GLAZING

SNEEZE GUARD

FR-1

3' -1

TURN COMPOSITE BACK

SPLASH ONTO THIS FACE

FR-6

3'-6"

2'-8"

K6 K9

1/4" SAFETY GLAZING SNEEZE GUARD

FR-5

53 8"

12'-113 8" 2'-21

10" WALL

1' -1

1" 6'

-3 3 8"

1' -1

EQEQ ℄

4' 2"

1'-2"

1'-101 2" 1"

REMOVABLE

PANEL

REMOVABLE

PANEL

2' -2

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

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UBO APPROVAL

CASEWORK ELEVATIONS

1/2" = 1'-0"

JAMES PRICE

Lic. No. 012976

C O

MMO N W E A L T H O F V I R G I N

I A

A R C H I T E C T

CASEWORK PLAN

3/16" = 1'-0"

J K L M N P

Q R S T

3' -6

2' -1

3' -6

2' -1

0" ±8

2'-6"6'

2'2'2'

2'1'-10"2'

2'-1"

10'-5"

2' -1

0" 6"

6'-3"1'-9"

2' -1

0"3' -6

2'-4"

1'-2"1'-2"

3'-4"

3' -6

10'-10"

2' -1

±8'-113 8"

1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"

FIELD VERIFY

FILLER

FILLER2'2'1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"

FILLERFILLER

UNFINISHED

END AGAINST

ANGLED WALL

COMPOSITE

WALL CAP

COMPOSITE

COUNTERTOP

COMPOSITE

BACKSPLASH

FACE OF

EXISTING

WALL

FACE OF

EXISTING

WALL

EXISTING

LOW WALL

232323

(1) 6" DIA x 2" DROP IN

WASTE CHUTES EQUAL

TO VOLLRATH MODEL

3Y0502. COORDINATE

LOCATION WITH CORNER

WASTE CAN DRAWER

6 BEYOND

CONTROLLER

MOUNTED IN

BLANK FACE PANEL

CONTROLLER MOUNTED

IN BLANK FACE PANEL

COMPOSITE

COUNTERTOP

COMPOSITE

COUNTERTOP

COMPOSITE

COUNTERTOP

FILLERFILLER

91 4" 2'

-0 1 4"

P P

T R

WALL ELEVATION / SECTION AT KIOSK

1/2" = 1'-0"

BSEE CASEWORK ELEVATION

NEW CERAMIC TILE

INSTALLED ON NEW 12"

CEMENT BACKER BOARD

SCHLUTER STAINLESS STEEL

QUADEC AT ALL EDGES

TOP OF NEW COUNTER

EXISTING WALL WITH SOLID SURFACE CAP.

DEMOLISH WALL AND PATCH BACK TO FACE

OF NEW WALL AT KIOSK. CUT BACK SOLID

SURFACE WALL CAP TO PROVIDE A 1"

OVERHANG AT END OF WALL. FINISH WALL

CAP END TO MATCH EXISTING.

SCHLUTER STAINLESS STEEL

QUADEC AT ALL TILE EDGES APPROXIMATE CEILING

(FIELD VERIFY). PROVIDE

SCHLUTER TRIM AGAINST

NEW SATC WALL ANGLE.

1/4" SAFETY GLAZING

SNEEZE GUARD

1/4" SAFETY GLAZING

SNEEZE GUARD

6" BACKSPLASH

COMPOSITE BACKSPLASH

EXTENDING TO WALL CAP

SOLID BACK PANEL

OPP SIDE

SEE SHEET A105 FOR KIOSK CASEWORK

4" BACK

SPLASH

6 BEYOND

FR-7 FR-7

FR-3

PROVIDE TWO (2) 36" STAINLESS STEEL

SHELVES ON THIS WALL. LOCATE AS DIRECTED

BY THE UNIVERSITY PM. SHELVES EQUAL TO

ADVANCE TABCO MODEL # WS-10-36

FR-3

FR-1 FR-1RUBBER BASE

TRANSITION TO RUBBER

BASE AT CORNER (TYP)

1/4" SAFETY GLAZING

SNEEZE GUARD

PLASTIC LAMINATE

PANEL WITH FR-3

CORNER AND EDGING

BI-FOLD DOOR HINGED IN CORNER

WITH ADJOINING CABINET. PROVIDE

HEAVY DUTY SLIDING WASTE CAN

DRAWER WITH 1" PERIMETER LIP IN

CORNER CABINET.

BI-FOLD DOOR

HINGED WITH

ADJOINING

CABINET

PROVIDE HEAVY DUTY SLIDING

WASTE CAN DRAWER WITH 1"

PERIMETER LIP IN CORNER CABINET

10"

REMOVABLE

P-LAM PANEL

3-5/8" METAL STUD WALL WITH DRAIN,

SUPPLY PIPING, AND CONDUIT. FRAME

REMOVABLE PANELS OFF WALL WITH

FRTW BLOCKING.

1 12" x 1 12" x 3

16" PAINTED STEEL ANGLE TO

SUPPORT END OF COUNTER TOP

EXTEND TILE

TO FLOOR

1'-111 2"

PLASTIC LAMINATE PANEL

WITH FR-3 CORNERS AND

EDGING AT END OF WALL

PLASTIC LAMINATE PANEL

THIS WALL FACE

FR-1

LAP COMPOSITE

BACKSPLASH ONTO

LAMINATE PANEL EDGE

COMPOSITE WALL CAP

FR-3

LAMINATE

PANEL AND

FR-1

BASE ON

END OF

WALL

FR-3

FR-1 FR-1 FR-1 FR-1 FR-1

FR-3

FR-1FR-1 FR-1

FR-3

SEE POS CASEWORK

PLAN THIS SHEET

POS CASEWORK PLAN

1/2" = 1'-0"

OPENOPEN

9"x9"x12" DEEP OPEN WELLS

WITH 34" P-LAM DIVIDER

1'-10" 2'-1"2'-1" 2'

COMPOSITE COUNTERTOP

REMOVABLE

PANEL EA SIDE

(4) NON-MARRING

CASTERS EA UNIT

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

5 Design, LLC

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UBO APPROVAL

1" POWDER COATED STEEL

ANGLE AT ALL FOUR EDGES.

ATTACH TO TUBE STEEL

WITH CONTINUOUS WELDS

PRIOR TO FINISHING.

1"x1"x16 GA

STAINLESS STEEL

ANGLE AT CORNER

BEYOND

COMPOSITE

BACKSPLASH

MATCHING

COUNTER

COMPOSITE WALL

CAP BEYOND

A105 A107

2'-71 4"

JAMES PRICE

Lic. No. 012976

C O

MMO N W E A L T H O F V I R G I N

I A

A R C H I T E C T

ENLARGED KIOSK CASEWORK PARTIAL PLAN

3/4" = 1'-0"

NEW SUPPLY PIPING,

DRAIN, AND CONDUIT FOR

EQUIPMENT AT

CASEWORK ELEVATION 'A'

2' -6

1' -2

CASEWORK SECTION

3" = 1'-0"

4" REMOVABLE PANEL

FR-1

FR-4

FR-2

FR-4

FR-3

COMPOSITE COUNTERTOP

1/2" PLASTIC

LAMINATE-CLAD PANEL

3/4" MARINE GRADE

PLYWOOD BASE CABINET

BODY (TYPICAL)

1/2" PLASTIC

LAMINATE-CLAD PANEL

RUBBER BASE

FIXED SHELF

ADJUSTABLE

SHELF

1'-31 2"

2"x2"x 3

16" POWDER COATED

STEEL. ATTACH TO

BLOCKING INSIDE CABINET

BODY. TIGHTLY COPE

COUNTER TO STEEL.

1" PLASTIC LAMINATE CLAD

SHELF MATCHING CABINET

FACE. SNUG-FIT INSIDE 1"x1"

ANGLE FRAME. SECURE IN

PLACE WITH SILICONE

SEALANT ON ANGLE LEG

3/4" MARINE GRADE

PLYWOOD PLASTIC

LAMINATE CLAD DOOR

WITH 3MM EDGE

BANDING (TYP)

A107 A107

1' -1

0" 6'

-3 3 8"

1' -1

1'-10"

2'-10"

COUNTERTOP

53 8"2

A107 A107

A105 A107WALL SECTION

3" = 1'-0"A107 A107

L W

R1'-

3' -4

FR-5

FR-1

FR-5

COMPOSITE BACKSPLASH

MATCHING COUNTER

COMPOSITE WALL CAP

4" TEMPERED SAFETY

GLASS SNEEZE GUARD

2x FRTW BLOCKING

CONTINUOUS UNDER

WALL CAP (TYP)

COMPOSITE COUNTER

3-5/8" 20 GA METAL STUDS

AT 16" OC. ROUTE ALL

DRAINS AND CONDUIT IN

THIS WALL. PROVIDE (1)

SPARE 1" CONDUIT WITH

PULL STRING AND (1)

SPARE 1" DRAIN LINE TO

EXISTING CLEANOUT.

TERMINATE DRAIN AT

MOST REMOTE PIECE OF

EQUIPMENT AND CAP

BOTH ENDS. ATTACH

METAL STUDS TO BACK

OF CASEWORK AND

PROVIDE BRIDGING.

8" ABUSE RESISTANT GWB

4" PLYWOOD BASE

CABINET WALL

1' -6

-6

NEW SUPPLY PIPING,

DRAIN, AND CONDUIT FOR

EQUIPMENT AT

CASEWORK ELEVATION 'A'

BASE CABINET BACK PANEL

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

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UBO APPROVAL

JAMES PRICE

Lic. No. 012976

C O

MMO N W E A L T H O F V I R G I N

I A

A R C H I T E C T

ARCHITECTURAL SPECIFICATIONS

NON-STRUCTURAL METAL FRAMING

METAL FRAMING SHALL CONFORM TO ASTM C754, ASTM C645, AND ASTM C 653. PROVIDE GALVANIZED STEEL FRAMING (STUDS, TRACK, BRIDGING, BRACING, CLIPS, ETC.) AS REQUIRED TO CONSTRUCT WALLS. PROVIDE 16 GA. GALVANIZED STEEL 'U' CHANNELS AS BRIDGING. PROVIDE BRIDGING IN ALL KNOCKOUTS IN NEW STUD WALLS, BUT NOT LESS THAN 48" OC VERTICALLY. ALL FASTENERS SHALL BE CORROSION RESISTANT. PRODUCTS SHALL BE EQUAL TO CLARK DIETRICH PROSTUDS, PROTRAK, AND AS NOTED ELSEWHERE IN THE DRAWINGS.

GYPSUM WALL BOARD (GWB)

GYPSUM PANELS, ACCESSORIES, AND FINISHING SHALL CONFORM TO ASTM C475, ASTM C645, ASTM C754, ASTM C840, ASTM C1396, AND GA-216.

GYPSUM PRODUCTS SHALL NOT BE MANUFACTURED IN CHINA. PROVIDE MOLD AND MOISTURE RESISTANT BOARDS EQUAL TO GOLDBOND XP, SIZED TO MINIMIZE JOINTS. PROVIDE GALVANIZED STEEL ACCESSORIES, INCLUDING CORNER BEADS, CONTROL JOINTS, AND EDGE BEADS. PROVIDE SELF-TAPPING, CORROSION RESISTANT SCREWS TO ATTACH PANELS TO METAL FRAMING AND WOOD. PROVIDE 2" WIDE COATED FIBERGLASS TAPE FOR JOINTS AND CORNERS. PROVIDE READY-MIXED VINYL-BASED JOINT COMPOUND. PROVIDE LEVEL 5 FINISH ON ALL SURFACES EXPOSED TO VIEW.

PROVIDE LEVEL 2 FINISH ON ALL SURFACES NOT EXPOSED TO VIEW. MAXIMUM VARIATION OF FINISHED GYPSUM SURFACES SHALL BE 1/8 INCH OVER 10

FEET IN ANY DIRECTION.

STAINLESS STEEL CORNER GUARDS

AT ALL NEW 90 DEGREE CORNERS PROVIDE 2"x2"x5' 16 GA STAINLESS STEEL CORNER GUARD ANGLES. PROVIDE #4 BRUSHED FINISH. INSTALL WITH #8X1" STAINLESS STEEL TRUSS HEAD SCREWS AT EACH LEG AT 8" O.C. TERMINATE ANGLE AT TOP OF BASE. SEE CASEWORK DETAILS FOR ADDITIONAL

CORNER GUARD LOCATIONS AND DIMENSIONS.

RUBBER WALL BASE

PROVIDE JOHNSONITE (OR APPROVED EQUAL) WALL BASE CONFORMING TO FS SS-W-40, TYPE 1 OR 2, 4" HIGH, COVE STYLE, 1/8" THICK. PROVIDE IN ROLLS NOT LESS THAN 50' IN LENGTH. PROVIDE WATER-RESISTANT, NO VOC ADHESIVE THAT IS COMPATIBLE TO SUBSTRATES RECEIVING BASE.

COLOR AS SELECTED BY THE UNIVERSITY FROM MANUFACTURERS FULL RANGE. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

SUSPENDED ACOUSTIC TILE CEILINGS (SATC)

SATC SHALL CONFORM TO ASTM A641, ASTM C635, ASTM C636, ASTM D3273, AND ASTM E84. PROVIDE SATC SYSTEM EQUAL TO ARMSTRONG WORLD INDUSTRIES 15/16" CLEAN ROOM VL GRID SYSTEM. TILE SHALL BE EQUAL TO SPECTRATILE WATERPROOF SOLID POLYMER CEILING TILE BY PARKLAND PERFORMANCE WALLS AND CEILINGS. WIRE FOR HANGERS AND TIES SHALL BE NOT LESS THAN 12 GAGE ASTM A641 CORROSION RESISTANT. PROVIDE SUSPENSION WIRES NOT LESS THAN 4'-0" OC ALONG MAIN RUNNERS AND AT EACH CORNER OF GRID SUPPORTING LIGHTS AND HVAC GRILLES.

SUSPENSION WIRES SHALL ONLY BE ATTACHED TO BUILDING STRUCTURE, OR TO STEEL UNISTRUT SPANNING BETWEEN BUILDING STRUCTURE.

PLASTIC LAMINATE-CLAD CASEWORK:

PROVIDE CABINETS OF FRAMELESS CONSTRUCTION AND FLUSH OVERLAY STYLE. PROVIDE GENERAL PURPOSE (HGS) HIGH-PRESSURE DECORATIVE LAMINATE AT ALL EXPOSED AND SEMI-EXPOSED SURFACES, WITH 3MM PVC EDGE BANDING MATCHING THE LAMINATE AT ALL EXPOSED EDGES.

INTERIOR SURFACES OF CABINETS AND DRAWERS SHALL BE VERTICAL SURFACE LAMINATE (VGP). PROVIDE LAMINATE MANUFACTURED BY WILSONART. COLORS, PATTERNS, AND FINISHES TO BE SELECTED BY THE ARCHITECT FROM MANUFACTURER'S FULL RANGE. PROVIDE 34" HIGH-DENSITY OVERLAY MARINE-GRADE PLYWOOD SUBSTRATE FOR ALL CASEWORK BODIES, SHELVES, DOORS, AND DRAWERS (NO MDF ALLOWED).

PROVIDE SUPPORTS WITHIN THE CABINET BODIES AS REQUIRED FOR THE COUNTERTOP. ALL EXPOSED HARDWARE SHALL BE BRUSHED STAINLESS STEEL. HINGES SHALL BE FULL PIANO HINGES WITH BEVELED ENDS AND STAINLESS STEEL SCREWS. PULLS SHALL BE FULLY RECESSED. PROVIDE LOCKS AS INDICATED. PROVIDE TWO (2) ADJUSTABLE SHELVES IN EACH CABINET. EACH SHELF SHALL BE CAPABLE OF SUPPORTING 75 LBS. ALL DRAWER JOINTS SHALL BE DOVETAIL. CASEWORK SHALL BE AWI PREMIUM GRADE. CASEWORK AND CASEWORK SUBMITTALS SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT EDITION OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS. SEE ADDITIONAL CASEWORK NOTES ON

SHEET A105 AND ON CASEWORK ELEVATIONS AND DETAILS.

COMPOSITE COUNTERTOPS, BACK SPLASHES, AND WALL CAPS:

COUNTERTOPS, BACK SPLASHES, AND WALL CAPS SHALL BE EQUAL TO 1/2" SOLID SURFACE BY WILSONART. BACK SPLASHES SHALL BE COVED AND SHALL BE SEAMLESSLY INTEGRAL TO THE COUNTERTOP. ALL MATERIAL SHALL BE 1/2" THICK. EXPOSED EDGES SHALL HAVE 18" RADIUS ROUNDOVER.

MAXIMIZE SIZE OF STOCK TO MINIMIZE SEAMS. PROVIDE MANUFACTURER'S RECOMMENDED JOINT ADHESIVE FOR BONDING JOINTS. JOINTS SHALL NOT BE NOTICEABLE IN THE FINISHED INSTALLATION. PROVIDE MANUFACTURER'S STANDARD 10-YEAR COMMERCIAL WARRANTY. PROVIDE FULL-SIZE MOCK-UP AS REQUIRED. UTILIZE TEMPLATES FOR ALL DROP-IN ITEMS. PROVIDE GROMMET OPENINGS AS REQUIRED FOR UTILITIES TO EQUIPMENT.

COORDINATE LOCATION AND SIZE WITH UNIVERSITY PM.

GLAZED CERAMIC WALL TILE

WHERE ITEMS ARE DEMOLISHED AND REQUIRE PATCHING OF CERAMIC WALL TILE, PROVIDE CERAMIC WALL TILE MATCHING SIZE, COLOR, AND SURFACE CHARACTERISTICS OF EXISTING TILE. REMOVE PARTIAL TILE, PATCH SUBSTRATE, AND INSTALL FULL TILE. MATCH EXISTING

GROUT JOINT SIZE AND PATTERN.

AT NEW TILED WALL AT THE KIOSK, PROVIDE 3"x12" CERAMIC TILE EQUAL TO 20% SWATCHES AND 80% SNIPPET BY CROSSVILLE TILE.

PATTERN OF SNIPPET TILE SHALL BE SELECTED PRIOR TO CONSTRUCTION. GROUT JOINTS SHALL BE 3

16". TWO (2) COLORS MAY BE

SELECTED BY THE UNIVERSITY OUP FROM ANY OF THE COLORS OFFERED BY THE MANUFACTURER. REMOVE EXISTING GWB AND PROVIDE NEW 12" CEMENT BACKER BOARD EQUAL TO DUROCK BY USG AT NEW TILE WALL AT THE KIOSK. INSTALL WALL TILE PER TCNA METHOD W244C-22. NO VAPOR RETARDER IS REQUIRED. PROVIDE SCHLUTER STAINLESS STEEL QUADEC AT ALL TILE EDGES. PROVIDE PREFORMED

CORNERS AT ALL TRIM CORNERS.

QUARRY FLOOR TILE

FLOOR TILE SHALL BE 4x4x1

2" THICK (FIELD VERIFY SIZE AND THICKNESS PRIOR TO SHOP DRAWINGS) TO MATCH EXISTING. COLOR AND SURFACE CHARACTERISTICS, INCLUDING SLIP RESISTANCE, SLIP RESISTANCE SHALL NOT BE LESS THAN A DYNAMIC COEFFICIENT OF FRICTION OF 0.42, AND SHALL OTHERWISE MATCH THE EXISTING TILE. PROVIDE NEW COVE BASE TO MATCH EXISTING PROFILE AND HEIGHT WHERE NEW TILE IS INSTALLED. PREPARE EXISTING CONCRETE SLAB BY REMOVING THE EXISTING BOND COAT DOWN TO THE ORIGINAL CONCRETE SLAB SURFACE. INSTALL NEW QUARRY TILE PER TCNA METHOD F113-22. PROVIDE A CRACK ISOLATION MEMBRANE EQUAL TO REDGARD LIQUID WATERPROOFING AND CRACK ISOLATION MEMBRANE. PROVIDE AN EPOXY BOND COAT EQUAL TO MAPEI KERAPOXY.

INSTALL ALL PRODUCTS PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

LUXURY VINYL TILE (LVT) AND LVT TRANSITIONS:

LVT SHALL BE MANNINGTON AMTICO LINE. COLORS AND PATTERNS AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD COLORS AND PATTERNS. MECHANICALLY ABRADE THE EXISTING PORCELAIN TILE FLOOR AS REQUIRED BY THE LVT MANUFACTURER.

PROVIDE A SKIMCOAT / LEVELING COMPUND EQUAL TO MAPEI PLANIPREP 4 LVT, OR AS RECOMMENDED BY THE LVT MANUFACTURER.

INSTALL THE LVT IN A LINEAR BLOCK PATTERN. THE ARCHITECT WILL DEFINE THE PATTERN DIRECTION DURING CONSTRUCTION. PROVIDE PRIMER AND ADHESIVE AS RECOMMENDED BY THE LVT MANUFACTURER. PROVIDE 1 14" UNDERSLUNG REDUCER AT ALL OPEN LVT EDGES.

COLOR OF REDUCERS SHALL BE SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.

EPOXY GROUT FOR ALL WALL AND FLOOR TILE

ALL WALL AND FLOOR TILE GROUT JOINTS SHALL MATCH EXISTING JOINT WIDTH AND SHALL BE FULLY GROUTED WITH A 100%-SOLIDS INDUSTRIAL-GRADE EPOXY GROUT EQUAL TO MAPEI KERAPOXY IEG CQ. COLOR TO MATCH EXISTING GROUT COLOR IN ADJACENT JOINTS.

INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FULLY CLEAN TILE TO REMOVE EXCESS GROUT AND HAZE DURING INSTALLATION

BEFORE GROUT CURES.

JOINT SEALANT

AT ALL BUILDING JOINTS, PROVIDE A MILDEW RESISTANT, PAINT-ABLE SEALANT EQUAL TO SIKASEAL GP. PROVIDE FOOD-SAFE SEALANT EQUAL TO DAP COMMERCIAL KITCHEN 100% SILICONE SEALANT WHERE INCIDENTAL CONTACT WITH FOOD MAY OCCUR. TOOL ALL JOINTS TO ACHIEVE A CONCAVE FACE. CLEAN ALL EXCESS SEALANT FROM SURROUNDING CONSTRUCTION. INSTALL ALL SEALANT PRIOR TO PAINTING. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. MASK BOUNDARY OF SEALANT PRIOR TO INSTALLING SEALANT TO PROVIDE CLEAN EDGES. TOOL ALL SEALANT JOINTS TO PROVIDE A CONCAVE PROFILE.

PAINTING

PAINT ALL NEW AND EXISTING SURFACES THAT ARE NOT FACTORY FINISHED AND WILL BE EXPOSED TO VIEW WITH SCUFF-X LATEX PAINT BY BENJAMIN MORROE. PROVIDE ONE (1) COAT OF COMPATIBLE PRIMER AT ALL NEW GWB SURFACES. PROVIDE TWO (2) TOP COATS AT NEW AND EXISTING GWB. PROVIDE SATIN FINISH EXCEPT WHERE NEW PAINT WILL MEET EXISTING PAINT IN THE SAME PLANE, MATCH THE SHEEN OF THE EXISTING PAINT. PROVIDE PER-COAT THICKNESS RECOMMENDED BY MANUFACTURER. PROVIDE ADDITIONAL COATS AS NECESSARY TO HIDE UNDERCOATS AND PREVIOUS COLORS. PREPARE ALL NEW AND EXISTING SURFACES PER MANUFACTURER'S WRITTEN INSTRUCTIONS, INCLUDING FILLING HOLES WITH COMPATIBLE PATCHING COMPOUND. PROVIDE ADHESION TESTING WHERE RECOMMENDED BY MANUFACTURER. ALL COLOR(S) SHALL BE SELECTED/APPROVED BY THE UNIVERSITY PM.

GENERAL PRODUCT NOTES:

1. WHEN AVAILABLE, PROVIDE MANUFACTURER'S STANDARD WARRANTY FOR ALL PRODUCTS SPECIFIED. SUBMIT

WARRANTY INFORMATION AND CERTIFICATES WITH SHOP DRAWING SUBMITTALS AND CLOSE OUT DOCUMENTS.

2. INSTALL ALL PRODUCTS IN ACCORDANCE TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS. INCLUDE

INSTALLATION INSTRUCTIONS IN SHOP DRAWING SUBMITTALS.

3. PROPERLY PREPARE ALL NEW AND EXISTING SUBSTRATES TO RECEIVE NEW WORK IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE IN SITU TESTING AS REQUIRED TO VERIFY CONDITIONS OF

SUBSTRATES PRIOR TO INSTALLATION.

4. SEE OTHER DISCIPLINES FOR SPECIFICATIONS FOR PRODUCTS AND MATERIALS ASSOCIATED WITH THEM.

SINK/LAV

ASSE 1070 TEMPERING VALVE,

INSTALL PER MANUF INSTRUCTIONS

⅜" FLEXIBLE RISERS (TYP)

HOT & COLD WATER STOPS

TYPICAL TEMPERING VALVE FOR

HAND SINKS R

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GENERAL MECHANICAL AND PLUMBING NOTES/ SPECS:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT 2018 UNIFIED

VIRGINIA BUILDING CODE, ALL FEDERAL, STATE, AND CITY CODES,

ORDINANCES, AND STANDARDS.

2. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL NEW

EQUIPMENT TO OWNER.

3. IT IS THE INTENT OF THESE DOCUMENTS THAT THE CONTRACTOR PROVIDE

ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE

INSTALLATION OF ALL WORK SHOWN ON THE PLANS AND/OR DESCRIBED

HEREIN, INCLUDING ALL DEVISES AND CONTROLS REQUIRED TO PROVIDE A

COMPLETE AND FUNCTIONING SYSTEM.

4. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. NOT ALL FITTINGS,

OFFSETS, VENTS, OR DRAINS ARE SHOWN. THE CONTRACTOR SHALL

INCLUDE ALL OFFSETS, VENTS, AND DRAINS AS REQUIRED FOR A FULLY

FUNCTIONING SYSTEM.

5. IN AREAS WITH UNFINISHED CEILINGS, DUCTWORK AND PIPING SHALL BE

ROUTED AS TIGHT TO THE STRUCTURE AS POSSIBLE.

6. ENSURE MECHANICAL EQUIPMENT IS INSTALLED TO PROVIDE SUFFICIENT

CLEARANCE FOR COIL PULL, AND MINIMUM MANUFACTURER

RECOMMENDED MAINTENANCE ACCESS TO EQUIPMENT.

7. ALL SUPPLY AIR DIFFUSERS, RETURN, AND EXHAUST GRILLES SHALL BE

INSTALLED WITH BALANCING DAMPER LOCATED IN DUCT RUN OUT.

DIFFUSERS AND GRILLES SHALL HAVE AN OPPOSED BLADE DAMPER ONLY

WHEN DUCT DAMPERS ARE INACCESSIBLE.

8. ALL PIPING SHALL BE LABELED FOR ITS USAGE. ALL EQUIPMENT SHALL BE

PROVIDED WITH AN ENGRAVED EQUIPMENT TAG.

9. ALL DUCTWORK CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH

THE LATEST EDITION OF THE SMACNA DUCT CONSTRUCTION HANDBOOK.

DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED METAL.

10. DUCT INSULATION SHALL BE IN COMPLIANCE WITH THE 2018 IECC

STANDARDS AND SHALL BE FIBERGLASS INSULATION, 1.0 LB. DENSITY, 0.27

BTUIN./SQ.FT./°F/HR. MAXIMUM “K” VALUE AT 75°F, WITH FACTORY APPLIED

REINFORCED ALUMINUM FOIL VAPOR BARRIER. ALL SUPPLY DUCTWORK

SHALL BE INSULATED AS WELL AS OUTSIDE AIR AND EXHAUST DUCTWORK

FROM LOUVER TO ERV.

11. PROVIDE CAULKED SEAL AROUND ALL DUCT AND/OR PIPING PENETRATIONS

THROUGH NON RATED FULL HEIGHT WALLS TO MINIMIZE SOUND TRANSFER.

12. DOMESTIC WATER PIPING SHALL BE COPPER TUBE AND FITTINGS IN

ACCORDANCE WITH ASTM B88, TYPE L HARD DRAWN COPPER. JOINTS

SHALL BE MADE WITH LEAD FREE SOLDER.

13. INSULATE ALL DOMESTIC HOT WATER PIPING WITH: 6.C.A. GLASS FIBER

PIPE INSULATION: HEAVY DENSITY PREFORMED PIPE INSULATION WITH

OPERATING TEMPERATURE RANGE OF -60 DEGREES F TO 350 DEGREES F,

THERMAL CONDUCTIVITY "K"=0.24 BTU-IN/HOUR-SF-DEG F AT 100 DEGREES

F. FACTORY APPLIED JACKET (ASJ) SHALL CONSIST OF WHITE KRAFT

PAPER BONDED TO ALUMINUM FOIL AND REINFORCED WITH GLASS FIBER

YARN. EQUAL TO OWENS-CORNING ASJ.

14. STORM, SOIL, WASTE, AND VENT PIPING ABOVE GRADE SHALL BE HUBLESS

CAST IRON TYPE DESIGNED FOR SAID APPLICATION. HUBLESS CAST IRON

PIPE AND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON AND

SHALL CONFORM TO ASTM A 888 AND CISPI STANDARD 301. ALL PIPE AND

FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE

CAST IRON SOIL PIPE INSTITUTE® AND LISTED BY NSF® INTERNATIONAL.

HUBLESS COUPLINGS SHALL CONFORM TO CISPI STANDARD 310, SHALL BE

MANUFACTURED IN THE UNITED STATES, AND BE CERTIFIED BY NSF®

INTERNATIONAL.

SPRINKLER NOTES:

1. SPRINKLER CONTRACTOR SHALL MODIFY EXISTING SPRINKLER SYSTEM

FOR AREA OF WORK AND PROVIDE THE DESIGN AND INSTALLATION OF THE

FIRE SUPPRESSION SYSTEM IN ACCORDANCE WITH NFPA 13 AND THE

CURRENT VIRGINIA UNIFORM STATEWIDE BUILDING CODE.

2. ALL AREAS WITHIN THE RENOVATION ARE CONSIDERED TO HAVE AN

OCCUPANCY CLASSIFICATION OF LIGHT HAZARD.

3. REMOVE ALL SPRINKLER HEADS AND SPRINKLER BRANCH PIPING NOT

REQUIRED FOR NEW LAYOUT.

4. PROVIDE NEW QUICK RESPONSE TYPE SPRINKLER HEADS WITHIN THE

RENOVATION AREAS. NEW HEADS SHALL BE CENTERED WITHIN THE

CEILING GRID TILES WHERE APPLICABLE AND SHALL MATCH THE EXISTING

TYPE OF SPRINKLER HEADS CURRENTLY LOCATED WITHIN THE EXISTING

FACILITY. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO

COORDINATE WITH THE OWNERS DESIGN STANDARDS FOR THE FACILITY.

5. HYDRAULIC CALCULATIONS SHALL BE PERFORMED AS NECESSARY TO

MEET SPECIFIC DEMAND FOR THE RENOVATED AREAS.

BRANCH CONNECTION - BOTTOM OF MAIN

BRANCH CONNECTION - SIDE OF MAIN

BRANCH CONNECTION - TOP OF MAIN

PIPE DOWN OR PIPE FROM BELOW

PIPE UP OR PIPE FROM ABOVE

DIRECTION OF FLOW

DOMESTIC HOT WATER RECIRCULATING

DOMESTIC HOT WATER

DOMESTIC COLD WATER

SANITARY SEWER, GREASE WASTE OR DRAIN

SANITARY VENT

CLEANOUT FLUSH WITH FLOOR

OUTLET WITH P-TRAP

WALL HYDRANT

WATER HAMMER ARRESTERWHA

GATE VALVE

BALL VALVE

CHECK VALVE

BALANCING COCK

UNION

PRESSURE GAUGE AND GAUGE COCK

THERMOMETER

STRAINER, STRAINER WITH DRAIN

RELIEF VALVE

BACKFLOW PREVENTER (BFP)

AAV AIR ADMITTANCE VALVEV

ABV ABOVE

ABOVE FINISHED FLOORAFF

BRITISH THERMAL UNITBTU

BELOWBEL

CLG CEILING

CO CLEANOUT

CONNECT, CONNECTIONCONN

COLD WATERCW

CONTINUEDCONT

DOWNDN

EA EACH

EWC ELECTRIC WATER COOLER

DEGREES FAHRENHEITF

FD FLOOR DRAIN

FLR FLOOR

FR FROM

FEETFT

GALLONS PER HOURGPH

GALLONS PER MINUTEGPM

HOSE BIBBHB

HOT WATERHW

HORSEPOWERHP

INCH, INCHESIN

MAXIMUMMAX

THOUSAND BTU PER HOURMBH

MINIMUMMIN

SH SHEET

TYPICALTYP

V SANITARY VENT

VTR VENT THRU ROOF

SANITARY WASTEW

WALL CLEANOUTWCO

SHUTOFF VALVE IN VERTICAL

HANDICAPPED ACCESSIBLEHC

WATER HAMMER ARRESTERWHA

GREASE WASTEGW

WALL HYDRANTWH

BELOW FINISHED FLOORBFF

INVERTINV

ELEV ELEVATION

FIN FINISHED

NATURAL GAS PIPINGG

T&P RELIEF VALVE

EXISTING(E)

CONNECT

TO EXISTING

LIMITS OF

DEMOLITION

EXISTING (EQUIPMENT OR DUCTWORK/PIPING)

(E)

DEMOLITION (EQUIPMENT, PIPING, DUCTWORK, ETC.)

2-1/2" V (E)

4" W (E)

3" FD

(E)

CO (E)

2" V (E)

2" CW (E)

3" W

3" FD

(E)

3" FD

(E)

3" FD (E)

4" W (E) 4" W (E)

2-1/2" V (E) 1-1/2" V (E)

1- 1/

2" V

3" W

3" W (E)

CO (E)

3" W (E)

1/2" HW (E)

1/2" CW (E)

7 8

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

PRIOR TO BIDDING.

KEYED NOTES:

EXISTING HAND SINK WITH FOOT LEVERS FOR WATER

ACTIVATION TO BE REMOVED IN IT'S ENTIRETY.

REMOVE COLD AND HOT WATER BRANCH PIPING BACK

TO RESPECTIVE MAIN AND CAP BEHIND WALL. REMOVE

SANITARY PIPING AS INDICATED BACK TO VENT RISER

AND CAP.

EXISTING SINK TO REMAIN.

EXISTING WATER TREATMENT SYSTEM TO REMAIN.

EXISTING FLOOR DRAIN TO BE REMOVED. ASSOCIATED

WASTE AND VENT BRANCH PIPING TO BE REMOVED

BACK TO RESPECTIVE MAIN AND CAPPED.

EXISTING WATER AND DRAIN LINES SERVING SODA

MACHINE TO BE REMOVED IN THEIR ENTIRETY.

REMOVE CW BRANCH PIPING BACK TO RESPECTIVE

MAIN AND CAP.

EXISTING HAND SINK TO BE REMOVED IN ITS ENTIRETY.

PREPARE CW AND HW PIPING FOR CONNECTION TO

NEW SINKS.

EXISTING COFFEE MAKER TO BE REMOVED IN ITS

ENTIRETY. REMOVE WATER LINE BACK TO RESPECTIVE

MAIN AND CAP.

EXISTING ICE MAKER/DISPENSER TO BE REMOVED IN ITS

ENTIRETY. REMOVE WATER LINE BACK TO RESPECTIVE

MAIN AND CAP. REMOVE DRAIN LINE TO FLOOR DRAIN

IN ITS ENTIRETY.

EXISTING 3/4" FUNNEL DRAIN AND 1/2" CW LINE

BELOW EXISTING COUNTER TO BE REMOVED.

P101

PLUMBING DEMOLITION PLAN

SCALE = 1/4"=1'-0"

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

5 Design, LLC

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P101

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HS-1

WELL

A89

BACKLINE

A89ABACK ROOM

A86

OFFICE

A86

STORAGE

A86

DINING

LOBBY

CR1A

1/2" HW

1/2" CW

HS-2

PS-1

3" FS

4 5

3/4" W

1" W

1-1/2" W

3" FS

3" W2" V

2" V UP

1/2" CW

2-1/2" V (E)

4" W (E)

3" FD

(E)

CO (E)

2" V (E)

2" CW (E)

3" W

3" FD (E)

3" FD

(E)

3" FD (E)

4" W (E) 4" W (E)

2-1/2" V (E) 1-1/2" V (E)

1- 1/

2" V

3" W

3" W (E)

1/2" HW (E)

1/2" CW (E)

1/2" CW

GENERAL NOTES:

1. VENT AND WATER PIPING SHALL BE ABOVE CEILING,

SANITARY BELOW FLOOR. DROPS SHALL BE CONCEALED

WITHIN THE WALL.

KEYED NOTES:

1-1/2" VENT AND 2" SANITARY PIPING DOWN.

1/2" CW AND 1/2" DOWN IN WALL TO HAND SINK

FAUCET. PROVIDE WATER STOPS IN WALL.

CONNECT TO EXISTING COLD AND HOT WATER PIPING

FROM REMOVED SINK AND EXTEND TO NEW HAND SINK

AS SHOWN.

PROVIDE FULL SIZE DRAIN LINE (MIN. 3/4") FROM

ESPRESSO MACHINE TO FLOOR SINK AND PROVIDE AIR

GAP AT DISCHARGE. DRAIN LINE PIPING SHALL BE

ROUTED UNDER COUNTER. PROVIDE 3/8" CW WITH

SHUT OFF VALVE AND BFP FROM BELOW COUNTER.

PROVIDE 1" DRAIN LINE FROM ICE WELL TO FLOOR SINK

AND PROVIDE AIR GAP AT DISCHARGE. DRAIN LINE

PIPING SHALL BE ROUTED UNDER COUNTER.

PROVIDE 1" DRAIN LINE FROM RINSE STATION TO

FLOOR SINK AND PROVIDE AIR GAP AT DISCHARGE.

DRAIN LINE PIPING SHALL BE ROUTED UNDER COUNTER.

PROVIDE 1/2" CW FROM MAIN AT SINK AND CONNECT

3/8" CW TO EACH RINSE STATION WITH SHUT OFF

VALVE. ROUTE WATER PIPING BELOW COUNTER FROM

SINK.

3/4" TREATED WATER FROM EXISTING WATER

TREATMENT SYSTEM TO NEW ALTO COMBI OVEN.

PROVIDE SHUT OFF VALVE AND BFP AT CONNECTION TO

UNIT WITH STAINLESS STEEL FLEXIBLE HOSE

CONNECTION TO OVEN.

3/4" CW TO NEW ALTO COMBI OVEN. PROVIDE SHUT

OFF VALVE AND BFP AT CONNECTION TO UNIT WITH

STAINLESS STEEL FLEXIBLE HOSE CONNECTION TO

OVEN.

PROVIDE 1/2" DRAIN LINE FROM DROP IN HOT WELL TO

FLOOR SINK AND PROVIDE AIR GAP AT DISCHARGE.

PROVIDE 1-1/2" DRAIN LINE FROM NEW ALTO COMBI

OVEN TO EXISTING FLOOR DRAIN BELOW. PROVIDE AIR

GAP AT DISCHARGE.

1/2" CW DOWN TO NEW COFFEE MAKERS. CONNECT

3/8" CW WITH SHUT OFF VALVE AND BFP TO EACH

COFFEE MAKER.

EXTEND 1/2" CW AND 1/2" HW FROM REMOVED SINK

TO EACH NEW SINK (HS-2 & PS-1).

P102

PLUMBING NEW WORK PLAN

SCALE = 1/4"=1'-0"

N S

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20 Midway Plaza Drive, Suite 300 Christiansburg, VA 24073 540-230-2619 www.5designarchitecture.com

5 Design, LLC

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PLUMBING FIXTURE SCHEDULE:

HS-1 HAND SINK: REGENCY 12"X16" WALL MOUNTED SINK WITH GOOSENECK FAUCET AND

SIDE SPLASH, MODEL #600HS12SP. PROVIDE 1-1/2" DRAIN WITH P-TRAP ROUTED TO

2" SANITARY RISER IN WALL.

HS-2 HAND SINK: ADVANCE TABCO, MODEL DI-1-5SP, FABRICATED DROP-IN SINGLE

COMPARTMENT SINK WITH SIDE SPLASHES. PROVIDE WITH 3-1/2" GOOSSNECK

(D…

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