Working Drawings_236007 RBC Gym Bathrooms_2023-08-04-COMPILED SET.pdf

PDF 21 MB Posted Apr 12, 2024

Attached to: Statesman Bathroom Renovation Project
Solicitation number: 64159
Issued by: Prince George County, Virginia

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Written by GovTribe AI · Apr 12, 2024

The document titled "Working Drawings_236007 RBC Gym Bathrooms_2023-08-04-COMPILED SET.pdf" appears to be a set of architectural drawings and specifications related to the Statesman Bathroom Renovation Project in Prince George County, Virginia. This project involves the renovation of the restrooms, staff breakroom, and adjacent corridors within Statesman Hall. The drawings provide detailed technical information about the construction, materials, and design of the planned renovations.

The document does not contain any information about response dates, due dates, site visits, bidder's meetings, award dates, pricing terms, set asides, incumbents, funding requirements, or other salient contract details. It is focused solely on the technical specifications of the planned construction work.

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GENERAL NOTES

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL AND GOVERNING CODES.

ALL WORK AND MATERIALS SHALL BE PROVIDED AND INSTALLED BY QUALIFIED PERSONNEL IN A WORKMANLIKE MANNER.

ALL PRODUCTS SHALL BE NEW, BEST OF THEIR KIND, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES, OR CONFLICTS WITHIN THE CONSTRUCTION DOCUMENTS, OR SHOULD THEY BE IN DOUBT AS TO THEIR MEANING OR INTENTION, THEY SHOULD NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. DURING CONSTRUCTION, THE CONTRACTOR MAY EXPOSE CONDITIONS THAT ARE UNSTABLE OR UNSAFE. IF THE CONTRACTOR FINDS SUCH CONDITIONS,THEY SHALL TAKE EMERGENCY ACTION TO STABILIZE THE CONDITIONS AND NOTIFY THE OWNER AND

ARCHITECT IMMEDIATELY.

CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO BID ALL PARTS OF THE CONSTRUCTION DOCUMENTS TO ALL SUBCONTRACTORS. THE ENTIRE SET OF CONSTRUCTION DOCUMENTS IS COHESIVE AND HOLISTIC FOR ALL TRADES. NOTES INDICATED ON ONE SHEET APPLY

TO ALL SHEETS OF THE DRAWINGS FOR ALL TRADES.

CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY WORK.

CONTRACTOR SHALL MAINTAIN A CLEAN AND SECURE WORK SITE AT ALL TIMES.

CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL DEVICES, CONSTRUCTION BARRICADES, AND PROTECTIVE DEVICES DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN FIRE EXTINGUISHING EQUIPMENT AT THE WORK AREA AT ALL TIMES.

DIMENSIONS ARE TO FINISH SURFACE UNLESS OTHERWISE NOTED

ALL DIMENSIONS SHALL BE CHECKED AND VERIFIED PRIOR TO PROCEEDING WITH THE WORK OR ORDERING MATERIALS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR

CONFLICTS.

ALL FRAMING WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED TO PREVENT ROT AND DECAY.

PROVIDE SEALANT AND BACKER ROD AT ALL WOOD, METAL, AND CONCRETE JOINTS. CAULK BETWEEN MASONRY AND OTHER MATERIALS.

ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC ACTION OR CORROSION.

ALL PIPES, DUCTS, VENTS, WIRES, ETC. ARE TO BE CONCEALED UNLESS OTHERWISE NOTED.

PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK.

DO NOT USE OPEN FLAMES, HEATING EQUIPMENT, CUTTING EQUIPMENT OR OTHER TOOLS IN A WAY THAT WOULD IGNITE COMBUSTIBLE CONSTRUCTION OR MATERIALS.

MAINTAIN ALL STATUTORY REQUIRED INSURANCE FOR THE PROJECT. SUBMIT A CERTIFICATE OF INSURANCE TO THE OWNER FOR REVIEW BY THE OWNER'S INSURANCE AGENT.

UPDATE THE ARCHITECT AND THE OWNER ON THE PROGRESS OF THE WORK ON A REGULAR BASIS. PROVIDE A SCHEDULE FOR THE PROJECT. PROVIDE ACCESS AND ALLOW THE

ARCHITECT TO REVIEW THE CONSTRUCTION THROUGHOUT THE PROJECT.

PROVIDE DAMP PROOFING ON ALL WALLS BELOW GRADE, AND ALL MASONRY WALL SURFACES INSIDE WALL CAVITIES.

PROVIDE PREFABRICATED END DAMS, CORNERS, AND TRANSITIONS AT ALL FLASHING AREAS.

PROVIDE CONTROL JOINTS AND EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURERS AND AS REQUIRED BY INDUSTRY STANDARDS. MASONRY EXPANSION JOINTS SHALL BE LOCATED NEAR BUILDING CORNERS AND MAJOR WINDOWS. JOINTS SHALL NOT EXCEED 20'-0" O.C. UNLESS APPROVED BY ARCHITECT. REVIEW EXPANSION JOINT LOCATIONS

WITH ARCHITECT PRIOR TO INSTALLATION.

IN CASES OF CONFLICTS BETWEEN DRAWINGS AND/ OR SPECIFICATIONS, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT FOR CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK. FOR BID AND PRICING PURPOSES, THE MORE EXPENSIVE OR RESTRICTIVE OPTION SHOULD BE INCLUDED IN THE PROJECT.

DO NOT SCALE DRAWINGS. CONTRACTOR TO RELY ON WRITTEN DIMENSIONS. ALL DIMENSIONS SHOULD BE VERIFIED. NOTIFY ARCHITECT FOR CLARIFICATION.

THE CONTRACTOR SHALL COORDINATE AND VERIFY THE INSTALLATION OF BUILDING SYSTEMS AND COMPONENTS PRIOR TO INSTALLATION. PREPARE COORDINATION DRAWINGS AND SHOP DRAWINGS TO SHOW INTEGRATION OF BUILDING SYSTEMS. ASSEMBLE AND INSTALL PIPES, DUCTS, ELECTRICAL AND OTHER BUILDING CONSTRUCTION TO AVOID CONFLICTS WITH THE DESIGN INTENT. SHIFT BUILDING SYSTEMS AS REQUIRED TO ACHIEVE THE FINISHED DIMENSIONS OF WALLS, CEILINGS AND OTHER ARCHITECTURAL FEATURES.

MAINTAIN STRUCTURAL INTEGRITY AT ALL TIMES.

THESE DRAWINGS ARE BASED ON HISTORICAL DRAWINGS OF THE EXISTING BUILDING AND LIMITED FIELD INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO PERFORMING THE WORK. CONTRACTOR MAY REQUEST ACCESS TO PREVIOUS CONSTRUCTION DOCUMENTS TO THE OWNER FOR ADDITIONAL INFORMATION IF

REQUESTED.NORTHNORTH

Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job. The Architect must be notified of any variations from the dimensions and conditions shown on these drawings.

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

VICINITY MAP LOCATION MAP

A0.01

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

COVER

WORKING

DRAWINGS

C E

E, V A

RICHARD BLAND COLLEGE GYM BATHROOM

WORKING DRAWINGS

PROJECT # 236007

7/21/23

OWNER ARCHITECT

ENTEROS DESIGN

7 NORTH 25TH STREET,

SUITE 100

RICHMOND, VA 23223

804.861.1200

WWW.ENTEROSDESIGN.COM

RICHARD BALND COLLEGE

11301 JOHNSON ROAD

SOUTH PRINCE GEORGE, VA 23805

MEP CONSULTANT

INVERSITY CONSULTING

250 WYLDEROSE CMNS SUITE 102,

MIDLOTHIAN, VA 23113

804.977.0403

INVERSITYCONSULTING.COM

REVISIONS

# DATE DESCRIPTION

A101

1 VIEW NAME

1/8" = 1'-0"A101

A101

A202

Name Elevation

ROOM NAME

150 SF

A3.3

BUILDING OR WALL

SECTION TAG

(WHERE CUT)

WALL SECTION NUMBRER

SHEET WHERE SECTION IS INDICATED

DRAWING NUMBER

DRAWING NAME (PLAN)

SHEET WHERE PLAN IS DRAWN

DETAIL OR ENLARGED PLAN

WHERE CUT

CENTERLINE

DOOR TAG

EXTERIOR ELEVATION

WHERE CUT

INTERIOR ELEVATION

WHERE CUT

STRUCTURAL GRID LINE

WITH DESIGNATIONS

##KEYNOTE

DRAWING SCALE

PLAN VIEW TITLE

ENLARGED PLAN, ELEVATION,

BUILDING SECTION, WALL

SECTION, DETAIL VIEW TITLE

A101

DETAIL OR ENLARGED PLAN NUMBER

SHEET NUMBER WHERE DETAIL OR ENLARGED PLAN IS

DRAWN

ELEVATION NUMBER

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER

MULTIPLE ELEVATIONS

SHEET WHERE ELEVATION IS DRAWN

PARTITION TAG

WORKPOINT

ROOM NAME WITH AREA

ROOM NAME

REVISION TAG

ELEVATION LEVEL

SPOT/CEILING ELEVATION

SYMBOLS (SEE ALSO SHEET A0.10 FOR LIFE SAFETY & CODE PLAN SYMBOLS)

DIMENSION XX' - XX"

@ AT

A-PT ACCENT PAINT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS AIR BARRIER SYSTEM

ABV ABOVE

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CLAD WINDOW

ACWP ALUMINUM COMPOSITE WALL PANEL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST CONCRETE

AS ALUMINIUM STOREFRONT

ATTN ATTENUATION

AUTO AUTOMATIC

AVG AVERAGE

AW ALUMINIUM WINDOW

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

BEJ BUILDING EXPANSION JOINT

BD BOARD

BF BARRIER FREE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BOT BOTTOM

BOS BOTTOM OF STRUCTURE

BOW BOTTOM OF WALL

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOF

C CARPET

CAB CABINET

CB CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CFSF COLD FORMED STEEL FRAMING

CFSF-S COLD FORMED STEEL FRAMING, STRUCTURAL

CG CORNER GUARD

CIPC CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CM CENTIMETER

CMBD CEMENT BOARD

CMU CONCRETE MASONRY UNIT

CMU-A CONCRETE MASONRY UNIT-ACOUSTICAL

CMU-GF CONCRETE MASONRY UNIT - GROUND FACE

CMU-GLZ CONCRETE MASONRY UNIT - GLAZED

CMU-SPLF CONCRETE MASONRY UNIT - SPLIT FACE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET TILE

CR CLASSROOM

CRS COURSE

CSMU CAST STONE MASONRY UNIT

CT CERAMIC TILE

CTSK COUNTERSINK

CUFT CUBIC FOOT

CUYD CUBIC YARD

CW CURTAIN WALL

CWFD CEMENTITIOUS WOOD FIBER DECK

D DEPTH/DEEP

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DOOR LOUVER

DN DOWN

DP DAMPPROOFING

DR DISPLAY RAIL

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWR DRAWER

EA EACH

EF EXHAUST FAN

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE

EPX EPOXY

EPX PT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION

EXPC EXPOSED CONSTRUCTION

EXPC PT EXPOSED CONSTRUCTION-PAINTED

EXT EXTERIOR

FAAF FLUID APPLIED ATHLETIC FLOORING

FB FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FGL FIBERGLASS

FGRC FIBERGLASS REINFORCED CONCRETE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHVC FIRE HOSE VALVE CABINET

FIN FINISHED

FLR FLOOR

FLRG FLOORING

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FR FIRE RATED

FRA FIRE RATED ASSEMBLY

FRM FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT

FTG FOOTING

FURN FURNITURE

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GPDW GYPSUM DRYWALL

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GL-BLK GLASS BLOCK

GPL GYPSUM PLASTER

GPM GALLONS PER MINUTE

GRAN GRANITE

GSF GROSS SQAURE FOOT

GSU GLAZED STRUCTURAL UNIT

GT GLASS TILE

GWT GLAZED WALL TILE

GYP GYPSUM

HB HOSE BIBB

HBD HARDBOARD

HDNR HARDENER

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPFP HIGH PERFORMANCE FLOOR PAINT

HR HOUR

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING, AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

IRWC IMPACT RESISTANT WALL COVERING

IWB INTERACTIVE WHITE BOARD

JAN JANITOR

JC JANITOR CLOSET

JCT JUNCTION

JT JOINT

KO KNOCKOUT

L LENGTH/LONG

LAB LABORATORY

LAHJ LOCAL AUTHORITY HAVING JURISDICTION

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LGMF LIGHT GAUGE METAL FRAMING

LH LEFT HAND

LIN LINOLEUM

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LINEAR METAL CEILING

LPS LAMINATE PANEL SYSTEM

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBL MARBLE

MCP METAL CEILING PANEL

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MIF MULTICOLOR INTERIOR FINISHING

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETER

MO MASONRY OPENING

MPS MANUAL PROJECTION SCREEN

MR MAP RAIL

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MTLB METAL BASE

MWP MEMBRANE WATERPROOFING

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP HD OPPOSITE HAND

OVHD OVERHEAD

PC PRECAST

PCP PORTLAND CEMENT PLASTER

PERF PERFORATED

PERM PERIMETER

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLASTIC LAMINATE WOOD

PLYWD PLYWOOD

PNT PAINT

PNTD PAINTED

POLY POLYETHYLENE

POLYISO POLYISOCYANURATE

PS PROJECTION SCREEN

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE/PREPARATION

PS PROJECTOR SCREEN

PSB PENCIL SHARPENER BLOCK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE/PRESERVATIVE TREATED

PTL PORCELAIN TILE

PTLB PORCELAIN TILE BASE

PTN PARTITION

PTS PNEUMATIC TUBE SYSTEM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVWC PERFORATED VINYL WALL COVERING

QT QUARRY TILE

QTY QUANTITY

R RISER

R/W RIGHT OF WAY

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE

REFG REFRIGERATOR

REINF REINFORCING

REM RECESSED ENTRY MAT

RENO RENOVATION

RES RESINOUS FLOORING

RFG ROOFING

RFT RUBBER FLOOR TILE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSF RESILIENT SPORTS FLOORING

RSF-RFT RESILIENT SPORTS FLOORING - RUBBER FLOOR TILE

RSR RESILIENT STAIR RISER

RST RESILIENT STAIR TREAD

RT RIGHT

RTU ROOFTOP UNIT

SAB SOUND ATTENUATION BLANKET

SC-PLK SECURITY CEILING PLANK

SC-PNL SECURITY CEILING PANEL

SCH SCHEDULE

SF SQUARE FOOT

SFRM SPRAYED FIRE RESISTANT MATERIAL

SGB SECURITY GYPSUM BOARD

SHM SECURITY HOLLOW METAL

SHTG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION

SPF SPRAYED POLYURETHANE FOAM

SPFCC SPRAYED POLYURETHANE FOAM CLOSED CELL

SPR SPRINKLER

SQ SQUARE

SRD SECONDARY ROOF DRAIN

STND STAINED

SS STAINLESS STEEL

SSURF SOLID SURFACE

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SWM SECURITY WOVEN MESH

SY SQUARE YARD

SYM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

T.O. TOP OF

TB TACKBOARD

TEL TELEPHONE

THHD THRESHOLD

THK THICKNESS

TOS TOP OF STRUCTURE

TOW TOP OF WALL

TRT TREATED

TS TACK STRIP

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UON UNLESS OTHERWIDE NOTED (INDICATED)

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VDB VISUAL DISPLAY BOARD

VERT VERTICAL

VEST VESTIBULE

VFCT VINYL FREE COMPOSITION TILE

VR VAPOR RETARDER

VRB VINYL/RUBBER BASE

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WCP WOOD CEILING PANEL

WD WOOD

WD-PNL WOOD PANELING

WDW WINDOW

WG WALL GUARD

WH WATER HEATER

WP WATERPROOFING

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSF WOOD SPORTS FLOORING

WT WALL TILE

WGT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD YARD

ARCHITECTURAL ABBREVIATIONS

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

0' 2' 4' 8' 12'

ARCHITECTURAL GRAPHIC SCALES

SCALE: 1/16" = 1'-0"

0' 8' 16' 32' 48'

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

0' 6" 1' 2'3"

SCALE: 3" = 1'-0"

0' 3" 6" 1'1"

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

0' 1' 2' 4' 6'

SCALE: 6" = 1'-0"

0' 2" 3" 6"1"

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A0.02

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

DRAWING INDEX &

PROJECT

INFORMATION

WORKING

DRAWINGS

C E

E, V A

DRAWING INDEX - COVER SHEET

Sheet Number Sheet Name

PROJECT INFORMATION

A0.01 COVER

A0.02 DRAWING INDEX & PROJECT INFORMATION

ARCHITECTURAL

A0.10 LIFE SAFETY & CODE PLAN

A0.30 EXISTING PHOTOS

A2.01 FLOOR PLANS

A8.01 BATHROOM PLANS, ELEVATIONS & DETAILS

A8.02 INTERIOR ELEVATIONS & DETAILS

A8.03 MILLWORK ELNARGED PLANS, SECTIONS & DETAILS

A9.03 FINISH SCHEDULE & DETAILS

PLUMBING

P0.01 PLUMBING - LEGEND & SCHEDULES

P1.01 PLUMBING - PARTIAL PLANS, DETAILS, & SPECIFICATIONS

ELECTRICAL

E0.01 ELECTRICAL - LEGEND, SCHEDULES & DETAILS

E1.01 ELECTRICAL - PARTIAL FIRST FLOOR PLANS

SPECIFICATION NOTES

10.

11.

12.

CONCRETE

CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITIUTE (ACI) 301, AND 318.

CONCRETE SHALL BE NORMAL WEIGHT AND HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND VIBRATED DURING PLACEMENT AND WORKED AROUND EMBEDDED ITEMS AND INTO

CORNERS OF FORMS

PLACE CONCRETE ON SOLID UNDISTURBED SOIL OR ENGINEERED FILL WITH MINIMUM BEARING CAPACITY OF 2,000 PSF COORDINATE PLACEMENT OF ALL EMBEDDED ITEMS INCLUDING REINFORCING ANCHOR BOLTS DOWELS AND SPECIALTY ITEMS ACCURATELY LACE

SECURE ITEMS PRIOR TO PACEMENT OF CONCRETE

ALL CONCRETE SHALL BE PLACED WITH A SLUMP OF BETWEEN 3-5 INCHES

FINISH CONCRETE TO BE FLUSH AND SMOOTH WITH ADJACENT SURFACE.

PATCH AND REPAIR VAPOR BARRIER BELOW DEMOLISHD CONCRETE. PROVIDE NEW 15 MIL STEGO WRAP VAPOR BARRIER BELOW NEW CONCRETE.

CUT AND PATCH EXISTING CONCRETE AS REQUIRED FOR THE INSTALLATION OF PLUMBING ANDR EQUIPMENT.

CONCRETE MASONRY

CONCRETE MASORNRY MATERIALS AND CONSTRUCTION SHALL CONFIRM TO THE AMERICAN CONCRETE INSTITUTE (ACI) 530.

ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW UNITS ASTM C90 MADE WITH LIGHTWEIGHT AGGREGATE WITH MINIMUM NET STRENGTH OF 1,900

PSI AT 28 DAYS.

COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMIND BY THE UNIT STRENGTH METHOD AS SET FORTH IN ACI 530.1. THE NET AREA

COMPRESSIVE STRENGTH OF MASONRY F'M SHALL BE 1,500 PSI AT 28 DAYS.

MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C270

GROUT SHALL COMPLY WITH ASTM C 476 PROPERTIES SPECIFICATION AND SHALL BE PROPORTIONED TO OBTAIN A 28 DAY COPMPRESSIVE STRENGTH

OF 2,000 PSI.

REINFORING STEEL SHALL COMPLY WITH ASTM A 615, GRADE 60. SHOP FABRICATED REINFORCING BARS WHICH ARE SHOWN TO BE BENT OR

HOOKED.

ALL JOINTS ARE TO BE FILLED SOLID WITH MORTAR.

ALL MASONRY CONTAINING REINFORCING DOWELS ANCHOR BOLTS EMBEDS OR OTHER STRUCTUREAL ELEMENTS SHALL BE SOLIDLY GROUTED. ALL MASONRY CELLS SUPPORTING BEAMS OR COLUMNS SHALL BE GROUTED SOLID FOR A MINIMUM OF 3 COURSES BELOW BEARING POINT.

CONSTRUCTION SHALL BE INSPECTED PER THE REQUIREMENTS OF THE LOCAL CODE OFFICAL.

INTERORIOR ARCHITECTURAL MILLWORK

WORK INCLUDES CUSTOM BUILT IN CABINETS AND SHELVING AS INDICATED ON THE DRAWINGS

COUNTERTOPS

PROVIDE CUSTOM LAMINATE COUTER TOPS WITH BACK SPLASHES AT ALL COUNTER AND VANITIES

COORDINATE COLOR WITH FINISH KEY

CUSTOM CABINETS SHALL INCLUDE LAMINATED WOOD PLYWOOD FRONTS WITH FLUSH DOORS INCLUDING CONCEALED EURO-HINGES.

PULLS TO BE SELECTED BY OWNER

PROVIDE BLOCKING AS REQUIRED IN WALLS TO INSTALL ALL MILWORK AND HANDRAILS

INTERIOR CONSTRUCTION TO BE 3/4" PLYWOOD COVERED IN WHITE MELAMINE

SEALANTS

PROVIDE JOINT SEALANTS AS REQUIRED BY EXTERIOR OR INTERIOR CONSTRUCTION CONDITION

ALL INTERIOR SEALANTS SHALL BE LOW-VOC

SEALANTS SHALL BE BT PECORA, TEMCO, OR DOW.

INTERIOR LATEX SEALANT: PECORA AC-20+. COMPLY WITH ASTM C 834, TYPE OP, GRADE NF.

INTERIOR SINGLE-COMPONENT MILDEW-RESISTANT SILICONE SEALANT: PECORA 898. TYPE, S GRADE NS, CLASS 25, USE, NT, M, G, A, AND O. USE O

JOINT SUBSTRATES: GALVANIZED STEEL AND CERAMIC TILE.

FLOORING

PROVIDE NEW RESINOUS FLOORING IN BOTH BATHROOMS, HALLWAY, AND TRAINING ROOM

BASIS OF DESIGN PRODUCT: DUR-A-FLEX DUR-A-QUARTZ SEE FINISH SCHEDULE FOR MORE DETAILS.

WRAP RESINOUS FLOORING UP THE WALL AROUND PERIMETER OF THE TRAINING ROOM, 6".

INSTALL FLOORING FOLLOWING MANUFACTURER'S INSTALLATION GUIDE.

USE INSTALLATION PRODUCTS RECOMMENDED BY FLOORING MANUFACTURER. TEST CONCRETE SUBSTRATES TO VERIFY AND RECEIVE FLOOR

MANUFACTURER'S ACCEPTANCE OF COMPLIANCE PRIOR TO PROCEEDING WITH INSTALLATION.

PROVIDE NEW TRANSITIONS STRIPS GOING INTO THE TWO BATHROOMS, USE PEMKO COMMERCIAL THRESHOLDS: SADDLE THRESHOLDS 151 _ 3".

CHOOSE FINISH TO MATCH.

TILE

COMPLY WITH TCA'S HANDBOOK FOR CERAMIC TILE INSTALLATION FOR TCA INSTALLATION METHODS SPECIDFIED IN TILE INSTALLATION SCHEDULES

COMPLY WITH ANSI A 108 SERIES SPECIFCATIONS FOR INSTALLION OF CERAMIC TILE

EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPEMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED TERMINATE WORK NEATLY AT OBSTRUCTIONS EDGES AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT

ALIGNMENTS.

ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM FINISH OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS PIPING

AND OTHER PENETRATIONS SO PLATES COLLARS OR COVER OVERLAP TILE

PROVIDE ALL TRIM PIECES AND ACCESSORIES REQUIRE TO COMPLTE THE WORK

UNLESS OTHER WISE NOTED INSTALL ALL TILE WITH 1/16" GROUT JOINTS

GROUT SHALL BE LATICRETE SPECTRALOCK PRO COLOR SELECTED FROM MANUFACTURERS FULL RANGE

PAINTING

DO NOT PROCEED WITH PAINTING UNLESS SUBSTRATES ARE CURED, DRY AND PROPERLY PREPARED.

PAINT WHEN THE TEMPERATURES ARE BETWEEN 50 AND 95 DEGREES FAHRENHEIT, OR AS RECOMMENDED BY THE PAINT MANUFACTURER. STORE PAINT

PRODUCTS IN CONDITIONED AREAS.

PROTECT PAINTED FINISHES FROM MOISTURE AND ADVERSE WEATHER CONDITIONS

USE LOW-VOC PAINTS AND COATINGS AT ALL INTERIOR LOCATIONS, VENTILATE ENCLOSED AREAS WHEN PAINTING

CMU BLOCK -

1 COAT OF SHERWIN-WILLIAMS LOXON PRIMER (SW- LX02W0050)

2 COATS SHERWIN-WILLIAMS PRO-INDUSTRIAL PRE-CATALYZED WATERBASED EPOXY SEMI-GLOSS (SW - K46-1150 SERIES)

HALLOW METAL DOORS -

1 COAT SHERWIN-WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER (SW-B66-1300 SERIES) 2 COATS SHERWIN-WILLIAMS PRO-INDUSTRIAL PRE-CATALYZED WATERBASED EPOXY SEMI-GLOSS (SW - K46-1150 SERIES)

MATCH EXISTING SURROUNDING PAINT COLORS. PAINT SAMPLE MOCKUP OF WALL COLORS FOR REVIEW BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH FINAL COATS. PAINT TO THE OUTSIDE CORNERS OR OTHER LINE IN THE EXISTING CONSTRUCTION SO THAT CHANGE FROM NEW

TO OLD FINISH IS NOT VISIBLE.

VERIFY TYPE OF EXISTING PAINT FINISH AND USE PAINT FINISHES WHICH ARE COMPATIBLE AND RECOMMENDED FOR COVERING EXISTING PAINT

MATERIAL

APPLY PAINT FINISHES FOLLOWING MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS AND AND INSTRUCTIONS PRIME SURFACES AND APPLY TWO FINISH COATS MINIMUM. FINAL PAINTED SURFACES SHALL BE SMOOTH AND PROVIDE AN EVEN OPAQUE FINISH REMOVE HARDWARE FIXTURES FURNISHINGS AND OTHER REMOVABLE ELEMENTS FROM WORK AREA PRIOR TO PAINTING REINSTALL REMOVED ELEMENTS TO ORIGINAL POSITION CONDITIONS AND OPERATION AFTER PAINTING IS COMPLETE

PROVIDE OWNER WITH LARGE SCALE PAINT SAMPLE FOR REVIEW

PROTECT SURROUNDING AREAS FROM PAINT SPILLS, DRIPS, AND SPRAYS. REMOVE ANY DRIPS OR SPILLS OR REPLACE AFFECTED FINISHES AFTER PAINT

WORK IS COMPLETE.

PARTITIONS

PROVIDE NEW BATHROOM PARTITIONS

BASIS OF DESIGN: ASI GLOBAL PARTITIONS - SOLID PLASTIC (HDPE) - CHARCOAL #9237

INSTALL PARTITIONS FOLLING MANUFACTURER'S INSTALLATION GUIDE

INSTALL PARTITION IN OVERHEAD BRACED STYLE

INSTALL PARTITIONS SECURE TO WALL, PROVIDE BLOCKING AS REQUIRED. INSTALL PARTITIONS PLUMB AND SQUARE. USE HARDWARE BY PARTITION

MANUFACTURER.

REVISIONS

HOLLOW METAL FRAMES

BUILDING DATA

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODE STANDARDS AND GOVERNING

AUTHORITIES INCLUDING BUT NOT LIMITED TO:

BUILDING: 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC)

2018 VIRGINIA CONSTRUCTION CODE (VCC)

2018 VIRGINIA EXISTING BUILDING CODE

(CHAPTER 6 SECTIONS602 & 603 - LEVEL 2 ALTERATIONS)

MECHANICAL: 2018 VIRGINIA MECHANICAL CODE (VMC)

PLUMBING: 2018 VIRGINIA PLUMBING CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE (NFPA 70)

ENERGY: 2018 VIRGINIA ENERGY CONSERVATION CODE (VECC)

ACCESSIBILITY 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ASAD), 09/15/2010

STATE: 2022 CONSTRUCTION & PROFESSIONAL SERVICES MANUAL (CPSM)

-REV 2/14/2023

HIGH PERFORMANCE BUILDING ACT WILL NOT APPLY TO THIS PROJECT

BUILDING OCCUPANT LOAD (IBC TABLE 1004.1.2)

BUILDING TOTAL OCCUPANTS: 1,153 , NO CHANGE

PLUMBING FIXTURES (IBC 2902) (IPC 403) (IPC 419.2)

TOTAL OCCUPANTS: EXISTING NO CHANGE

TOTAL FIXTURES: EXISTING, NO CHANGE

EGRESS REQUIREMENTS (IBC CHAPTER 10)

EXITS REQ'D PROVIDED

1ST FLOOR 4 8

MAX EXIT ACCESS TRAVEL DISTANCE: 200 FT

MAX COMMON PATH: 75 FT

MAX DEAD END: 20 FT

EGRESS WIDTH : 0.2"/OCC. (DOORS, RAMPS, CORRIDORS)

(IBC 1005.3)

FIRE-RESISTANCE RATING

INTERIOR FINISHES (IBC TABLE 803.11)

(IBC TABLE 601)

CONSTRUCTION TYPE: IIB

BUILDING ELEMENT: REQ. RATING:

STRUCTURAL FRAME: 0

BEARING WALLS:

INTERIOR: 0

EXTERIOR: 0

FLOOR CONSTRUCTION: 0

ROOF CONSTRUCTION: 0

VERTICAL EXIT ENCLOSURES: NA

SHAFT ENCLOSURES: NA

FIREWALL: 2 HR

NOTES:

OCCUPANCY: A3 FINISH CLASS:

EXITS & PASSAGEWAY: A

EXIT ACCESS CORRIDOR: A

ROOMS AND ENCLOSED SPACES: C

CLASS A: FLAME SPREAD 0-25: SMOKE DEVELOPED 0-450

CLASS B: FLAME SPREAD 26-75: SMOKE DEVELOPED 0-450

CLASS C: FLAME SPREAD 76-200: SMOKE DEVELOPED 0-450

CODE INFORMATION

USE GROUP: A4 NON-SEPARATED MIXED USE

CONSTRUCTION TYPE: IIB (unprotected non-combustible)

AUTOMATIC SPRINKLER SYSTEM: NO

FIRE ALARM: YES

EXISTING HEIGHT: EXISTING HEIGHT 33'-0" +/-, NO CHANGE

EXISTING AREA: 33,620 SF +/-, NO CHANGE

(EGRESS PATH)

WORK AREA: BATHROOM FIXTURE

AND FINISH UPGRADES,

WATERFOUNTAIN REPLACEMENT,

CORRIDOR FINISHES, TRAINING

ROOM MILLWORK REPLACEMENT,

RELOCATION OF EQUIPMENT, AND

FINISH UPGRADES

NORTH

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RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A0.10

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

LIFE SAFETY & CODE

PLAN

WORKING

DRAWINGS

C E

E, V A

1/16" = 1'-0"A0.10

3 LIFE SAFETY - FIRST FLOOR

SCALE: 1/16" = 1'-0"

0' 8' 16' 32' 48'

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A0.30

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

EXISTING PHOTOS

WORKING

DRAWINGS

C E

E, V A

1/2" = 1'-0"A0.30

17 EXISTING HALLWAY

1/2" = 1'-0"A0.30

13 WATER FOUNTAIN

1/2" = 1'-0"A0.30

14 DOUBLE WATER FOUNTAIN

1/2" = 1'-0"A0.30

16 WOMEN'S STALL

1/2" = 1'-0"A0.30

5 URINAL'S

1/2" = 1'-0"A0.30

2 WOMEN'S SINKS

1/2" = 1'-0"A0.30

1 MEN'S SINKS

1/2" = 1'-0"A0.30

3 WOMEN'S STALL

1/2" = 1'-0"A0.30

7 WORKROOM FRIDGES

1/2" = 1'-0"A0.30

4 TOILET

1/2" = 1'-0"A0.30

8 WHITE FRIFDGE AND SINK AREA

1/2" = 1'-0"A0.30

9 WORK AREA

1/2" = 1'-0"A0.30

12 BATHROOM FLOOR DRAINS

1/2" = 1'-0"A0.30

10 WORK ROOM FLOOR DRAINS

1/2" = 1'-0"A0.30

6 WOMEN'S PAPER TOWEL DISPENSER

1/2" = 1'-0"A0.30

11 VENT

NEW CONSTRUCTION

EXISTING CONSTRUCTION

TO REMAIN

KEY NOTEXX

PLAN LEGEND

2" 1'

DEMOLITION GENERAL NOTES

DEMOLITION KEY NOTES

DEMOLISH EXISTING WALL TILE AND SETTING MATERIALS, PATCH AND REPAIR EXISTING CMU WALL TO

RECEIVE NEW FINISH.

DEMOLISH EXISTING FLOOR TILE INSTALLATION DOWN TO CONCRETE. REMOVING EXISTING THICKSET SETTING MORTAR. PROVIDE NEW CONCRETE TOPPING TO SLOPE INSTALLATION TO DRAINS. PROVIDE TOPPING COMPATIBLE WITH FLOOR FINISH AND PREPARE SUBSTRATE AS REQUIRED BY FLOOR FINISH

MANUFACTURER.

PATCH OR REPAIR CEILINGS AS REQUIRED FOR INSTALLATION OF NEW LIGHT FIXTURES AND CEILING

DEVICES AS SHOWN ON THE ELECTRICAL DRAWINGS.

DEMOLISH EXISTING TOILET PARTITIONS AND ACCESSORIES.

DEMOLISH EXISTING PLUMBING FIXTURES AND PREPARE ROUGH-IN FOR THE INSTALLATION OF NEW FIXTURES

PER THE PLUMBING DRAWINGS.

DEMOLISH EXISTING VCT TILE INSTALLATION DOWN TO CONCRETE. REMOVING EXISTING SETTING MATERAL

AND SHOT BLAST EXISTING CONCRETE PER FLOORING FINISH MANUFACTURER'S GUIDELINES.

SALVAGE AND RELOCATE EXISTING ICE MAKER.

SALVAGE AND RELOCATE ONE EXISTING REFRIGERATOR. DEMOLISH OTHER REFRIGERATOR AS DIRECTED BY

OWNER. CONFIRM WITH OWNER WHICH REFRIGERATORS WILL BE RETAINED OR DEMOLISHED.

DEMOLISH EXISTING MILLWORK. PATCH HOLES IN WALLS TO PRODUCE SMOOTH SURFACE FOR NEW WALL

FINISH

THESE DRAWINGS ARE BASED ON HISTORICAL DRAWINGS AND LIMITED FIELD INVESTIGATIONS OF THE EXISTING BUILDING. CONTRACTOR SHALL VERITY ALL CONDITIONS PRIOR TO CONSTRUCTION OR

FABRICATION. MODIFICATIONS SHALL BE MADE ONLY AFTER APPROVAL BY ARCHITECT.

ALL DIMENSIONS ARE NOMINAL. FIELD VERIFY ALL DIMENSIONS. NOTIFY THE ARCHITECT IF EXISTING CONDITIONS DEVIATE FROM THOSE SHOWN ON THE DRAWINGS, PRIOR TO EXECUTING THE WORK.

PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. IF EXISTING CONSTRUCTION TO REMAIN IS DAMAGED DURING DEMOLITION THEN THE CONTRACTOR SHALL REPAIR OR REPLACE TO MATCH THE ORIGINAL

CONDITIONS.

MAINTAIN EXISTING BUILDING IN A SECURE AND WEATHERTIGHT CONDITION AT ALL TIMES. BOARD UP AND

PROVIDE TEMPORARY OPENING PROTECTION AS REQUIRED.

PRIOR TO REMOVAL OR MODIFICATION OF WALLS OR OTHER POTENTIALLY LOAD BEARING ELEMENTS, THE ACTUAL SIZE AND LOCATION OF STRUCTURAL COMPONENTS AND LOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OF SELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE

A/E OF ANY UNUSUAL OR HAZARDOUS CONCEALED CONDITIONS.

PROVIDE ALL TEMPORARY BRACING AND SHORING NECESSARY TO SAFELY SUPPORT ALL LOADS WHILE

MAKING MODIFICATIONS REQUIRED BY THE WORK.

REMOVE EXISTING CONSTRUCTION WHERE SHOWN AS DASHED LINES.

MAINTAIN FIRE EXTINGUISHING EQUIPMENT AT ALL TIMES.

DO NOT USE TOOLS OR EQUIPMENT WHICH COULD IGNITE COMBUSTIBLE CONSTRUCTION.

REFER TO ALL DRAWING AND SPECIFICATIONS AS THEY REGARD TO DEMOLITION, INCLUDING BUT NOT

LIMITED TO, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, & ARCHITECTURAL.

REMOVE AND TERMINATE ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, OR UTILITY SYSTEMS.

TERMINATE CONCEALED INACCESIBLE SYSTEMS AS REQUIRED BY CODE.

REMOVE ALL FINISHES AND SUBSTRATES AS REQUIRED FOR THE INSTALLATION OF NEW FINISHES. PREPARE SUBSTRATES FOR NEW FINISHES AS RECOMMENDED BY THE FINISH MANUFACTURER. WHERE NEW MATERIAL OR FINISHES TIE INTO EXISTING, OR WHERE PATCHING IS REQUIRED, PATCH SURFACES AND REPAIR TO CREATE SEAMLESS, SMOOTH, AND UNNOTICIABLE TRANSITIONS BETWEEN EXSTING AND NEW MATERIALS.

REMOVE CONCRETE AS REQUIRED FOR INSTALLATION OF NEW PLUMBING AND TO PROVIDE DRAINAGE TO NEW FLOOR DRAINS WHERE INDICATED. PATCH AND REPAIR CONCRETE AFTER INSTALLATION AS REQUIRED.

WHERE CEILINGS ARE TO BE DEMOLISHED REMOVE ALL LIGHT FIXTURES & DEVICES. REF. ELCTRICAL, PLUMBING, SPRINKLER, AND MECHANICAL FOR ADDITIONAL INFORMATION REGARDING MODIFICATIONS

FOR NEW WORK.

MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE.

IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; NOTIFY THE OWNER &

ARCHITECT IMMEDIATELY FOR REVIEW & ADDITIONAL DIRECTION.

COMPLY WITH DISPOSAL REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. THE OWNER HAS FIRST

RIGHT OF REFUSAL FOR ALL DEMOLISHED MATERIALS.

IN AREAS OF WORK, REMOVE AND SALVAGE ALL INTERIOR AND EXTERIOR PLAQUES AND SIGNAGE, WALL MOUNTED TV'S, SECURITY CAMERAS, EXTERIOR LIGHTS, AND SPEAKERS. PROVIDE TO OWNER FOR STORAGE

AND/OR REUSE. REINSTALL WHERE NOTED.

IN ALL AREAS THAT SHOW NEW WORK, AND NEW FLOOR FINISHES, DEMO EXISTING FLOOR TO CONCRETE SLAB AND PREP SLAB AS REQUIRED BY THE NEW FINISH MANUFACTURERS INSTALLATION INSTRUCTIONS AND

WARRANTY REQUIREMENT.

DEMOLITION LEGEND

EXISTING WALLS TO REMAIN

BUILDING ELEMENTS TO BE DEMOLISHED

KEY NOTEXX

11 1/2"

A8.01

A8.02

2" 3'

5/ 8"

8" 3'

5/ 8"

2' - 3 3/4" 10' - 3 7/8" 1' - 5 1/8" 13' - 2 1/2" 0"

13' - 1 3/4" 1' - 5 1/8"

5' - 0 9/16"

ICE MACHINE

REFRIGERATOR

A8.01

A8.01 10 Sim

WOMEN'S RR

TRAINING ROOM

103MEN'S RR

CORRIDOR

HALLWAY

A8.02

A8.02 6 Sim

A8.01

AMBULATORY ACCESSIBLE

TOILET STALL

EXTEND CONCRETE PAD TO MEET

EXISTING WALKWAY

A8.01

A8.028

NORTH

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A2.01

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

FLOOR PLANS

WORKING

DRAWINGS

C E

E, V A

A4.01A2.01 1/4" = 1'-0"

FIRST FLOOR PLAN -

DEMOLITION PLAN

A4.01A2.01 1/4" = 1'-0"

REFLECTED CEILING

PLAN

1/8" = 1'-0"A2.01

4 DEMO GEN AND KEY NOTES

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

0' 2' 4' 8' 12'

A4.01A2.01 1/4" = 1'-0"

1 FIRST FLOOR PLAN

A2.01

TOILET ACCESSORY LEGEND

INSTALL ALL FIXTURES, GRAB BARS,

AND ACCESSORIES TO MEET ADA

REQUIREMENTS

7 - 9" MAX

24" MIN

12" MIN

16 - 18" MAX

" M

A X

42" MIN12" MAX

54" MIN

" M

A X

" M

39 - 41" MAX

" M

A X

36" MIN

8 2

" M

A X

" M

A X

" M

A X

MAX REACH RANGE FOR

DISPENSERS AND WORK SURFACES

" M

A X

" M

ADA COMPLIANT

PIPE INSULATION

BOBRICK SURFACE-MOUNTED TWIN JUMBO-

ROLL TOLIET TISSUE DISPENSER B-2892

BOBRICK HORIZONTAL SS GRAB BAR (3'-6") B-6806 42

BOBRICK SS SURFACE MOUNTED SEAT-

COVER DISPENSER B-221

BOBRICK VERTICAL SS GRAB BAR (1'-6") B-6806 18

BOBRICK SS TILT FRAMED MIRROR B-293 1830

BOBRICK SS SURFACE-MOUNTED

SOAP DISPENSER B-4112

WALL MOUNTED URINAL, REF. MEP

BOBRICK SS SANITARY DISPOSAL B-254

DYSON AIRBLADE V HAND DRYER SPRAYED NICKEL HU02

9 WATER FOUNTAIN, REF. MEP

EXISTING CMU

WALL TO REMAIN

CUT TILE: SO PATTERN IS GOING VERTICAL

BULLNOSE TILE

NEW TILE. SEE FINISH SCHEDULE

1/ 2"

THIN SET MORTAR

WT-1 HORIZONTALWT-4 WT-2WT-1 VERTICAL

TOILET PARTITION

WT-1 HORIZONTAL

WT-2

TOILET PARTITION

EXISTING DOOR

TO REMAIN

WT-1 VERTICALWT-1 HORIZONTAL

WT-1 VERTICAL

WT-4WT-2

ADA COMPLIANT

SINK INSULATION

WT-1 HORIZONTALWT-4

TOILET PARTITION

1 1 1

WT-1 HORIZONTALWT-3

WT-1 HORIZONTAL

WT-2

TOILET PARTITION

WT-1 VERTICAL

EXISTING DOOR

TO REMAIN

WT-1 HORIZONTAL

WT-1 HORIZONTAL WT-1 VERTICAL

WT-4

WT-1 HORIZONTALWT-3

1 1

URNIAL PARTITION

EXISTING DOOR

TO REMAIN

WT-1 VERTICAL

WT-4 WT-2

URINAL PARTITION

ADA COMPLIANT

SINK INSULATION

WT-1 VERTICAL

WT-2WT-1 HORIZONTAL

TOILET PARTITION

3 4

ADA COMPLIANT

SINK INSULATION

WT-1WT-4

7 NORTH 25TH STREET

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A8.01

PROJ. NO.: 236007

DATE: 7/5/23

DRAWN BY: STT

O M

BATHROOM PLANS,

ELEVATIONS &

DETAILS

WORKING

DRAWINGS

C E

E, V A

3" = 1'-0"A8.01

10 TILE CORNER DETAIL

SCALE: 3" = 1'-0"

0' 3" 6" 1'1"

3/8" = 1'-0"A8.01

11 MEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

12 MEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

14 BATHROOM STALL ELEVATION

3/8" = 1'-0"A8.01

1 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

3 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

2 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

6 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

4 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

5 WOMEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

7 MEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

8 MEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

9 MEN'S BATHROOM ELEVATION

3/8" = 1'-0"A8.01

13 MEN'S BATHROOM ELEVATION

SCALE: 3/8" = 1'-0"

0' 1' 2' 4' 6' 8'6"

REVISIONS

7/21/23

PLAM-2

PLAM-1

EXISTING DOOR

TO REMAIN

PLAM-1

PLAM-2

PLAM-1

PNT-1

A8.03

Sim

EXISITNG ICE MACHINE

RESB

PLAM-1

PLAM-2

PNT-1

2' - 6" 3' - 0"

RESB

PNT-1

PLAM-2

PLAM 1

PLAM-2

PLAM 1

RICHARD BLAND STATESMEN

2' - 0"

VINYL GRAPHICS

TO BE APPLIED TO

LAMINATE AFTER

INSTALLATION

PLAM-3

4' - 0 1/8"18' - 3"4' - 0 1/8"2' - 0"

PNT-2 PNT-1 EXTEND PAINT TO NEAREST

INSIDE CORNER OF ADJACENT

COLUMN

PNT-1 RETURN ONTO

ADJACENT WALL AND END

ON INSIDE CORNER

3' - 5 5/8"

NEW PLAM COVER AT EACH

WATER FOUNTAIN LOCATION

A8.03

Sim

A8.03

Sim

EXISITING

REFRIGERATOR

PLAM-1

PLAM-2

PNT-1

1' - 3" 3' - 0" 3' - 0" 1' - 3"

A8.02

2X4 FURRING STRIPS

3/4" PLYWOOD

SUBSTRATE & 1/16"

LAMINATE

WATER COOLER &

BOTTLE FILLER

EXISTING CMU

WALL TO REMAIN

TILE BASE

3/4" PLWOOD SUBSTRATE

LAMINATE MATERIAL

FORMICA HARDSTOP ALUMINUM TRIM:

AT20 OUTSIDE CORNER - 101 CHAMPAGNE

FORMICA HARDSTOP ALUMINUM TRIM

AT40 END CAP - 101 CHAMPAGNE

BUTT JOINT W/ SEALANT AS

REQUIRED BY MANUFACTURER

LAMINATE MATERIAL

1' - 4" +/-

2' - 5 5/8" +/-

PNT-2PNT-1

RB-1

ALIGN CORNER OF ANGLE TO

START OF NEW FLOOR FINISH

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A8.02

PROJ. NO.: 236007

DATE: 7/5/23

DRAWN BY: STT

O M

INTERIOR ELEVATIONS

& DETAILS

WORKING

DRAWINGS

C E

E, V A

A2.01A8.02 1/2" = 1'-0"

TREATMENT ROOM

ELEVATION

SCALE: 3" = 1'-0"

0' 3" 6" 1'1"

1/2" = 1'-0"A8.02

1 TREATMENT ROOM ELEVATION

1/2" = 1'-0"A8.02

2 TREATMENT ROOM ELEVATION

3/8" = 1'-0"A8.02

3 PROPOSED HALLWAY DESIGN

1/2" = 1'-0"A8.02

4 TREATMENT ROOM ELEVATION

1 1/2" = 1'-0"A8.02

6 WATER FOUNTAIN DETAIL

6" = 1'-0"A8.02

7 LAMINATE TRIM DETAIL

SCALE: 6" = 1'-0"

0' 2" 3" 6"1"

1/2" = 1'-0"A8.02

8 NORTH & SOUTH CORRIDOR ELEVATION

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

0' 1' 2' 4' 6'

REVISIONS

# DATE DESCRIPTION

. NO.: 236

7/21/23

WN BY: STT

4" 2'

8" 2'

WALL CLEATS

PEG SHELF RESTS

ADJUSTABLE SHELVING: 3/4" CORE

DOOR FRONT: 3/4" CORE

FACED W/ PLAM-1

PULL

1/ 4"

3" 1' - 9"

LAMINATE BASE

CONTINUOUS CLEATS

CABINET CONSTRUCTION: 3/4"

CORE W/ WHITE MELAMINE

4" PLAM-2

BACKSPLASH

PLAM-2 COUNTER TOP OVER

3/4" MOISTER RESISTANT BASE.

PLAM-1 DRAWERS 3/4"CORE

WITH WHITE MELAMINE

1' - 0"

PEG SHELF RESTS

ADJUSTABLE SHELVING: 3/4"

CORE W/WHITE MELAMINE

3/4"

TOE KICK TYP

CABINET CONSTRUCTION: 3/4" CORE

3" 1' - 9"

4" 2'

8" 2'

1/ 4"

PLAM-2

PLASTIC LAMINATE

COUNTER TOP W/ PLAM-2

CONTINUOUS CLEATS

PLASTIC LAMINATE

DRAWERS W/ PLAM-1

LAMINATE BASE

WALL CLEATS

PEG SHELF RESTS

PLASTIC LAMINATE

ADJUSTABLE SHELVES

PLASTIC LAMINATE

CABINET FRONT W/ PLAM-1

PULL

1' - 0"

3/4"

LAMINATE BASE

CONTINUOUS CLEATS

PLASTIC LAMINATE

CABINET FRONTS

W/ PLAM-1

PLAM-2 COUNTER TOP

OVER 3/4" MOISTER

RESISTANT BASE

1X TREATED WOOD

BLOCKING AROUND SINK

SINK AND

FAUCET BY

PLUMBING

PLAM-2 BACKSPLASH SET IN

MASTIC, SCRIBE TO WALL

4" 2'

8" 2'

1' - 9"

1/ 4"

WALL CLEATS

PEG SHELF RESTS

PLASTIC LAMINATE

ADJUSTABLE SHELVES

PLASTIC LAMINATE

CABINET FRONT W/ PLAM-1

PULL

1' - 0"

1 1/8"

7 NORTH 25TH STREET

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804.861.1200 P

CONSULTANT

LOGO

A8.03

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

MILLWORK

ELNARGED PLANS,

SECTIONS & DETAILS

WORKING

DRAWINGS

C E

E, V A

1 1/2" = 1'-0"A8.03

1 SECTION THROUGH CABINET W/ DRAWERS

1 1/2" = 1'-0"A8.03

2 SECTION THROUGH DRAWERS

1 1/2" = 1'-0"A8.03

3 SECTION THROUGH SINK

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

0' 6" 1' 2'3"

ADA COMPLIANT METAL TRANSITION STRIP,

USE PEMKO COMMERCIAL THRESHOLDS:

SADDLE THRESHOLDS 151 _ 3"

EXISITNG TERRAZZO FLOOR

DOOR, SEE SPEC & FINISH PLAN FOR

LOCATIONS

RESINOUS FLOORING, SEE FINISH

SCHED.

CONCRETE SLAB, TYP.

PROVIDE TOPPING SLAB AND LEVELING

COMPOUND AS REQUIRED TO ACHIEVE

FLOOR LEVEL AND SMOOTH SURFACE.

PROVIDE PRODUCTS COMPATIBLE WITH

FLOOR FINISH MANUFACTURER

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

CONSULTANT

LOGO

A9.03

PROJ. NO.: 236007

DATE: 7/21/23

DRAWN BY: STT

O M

FINISH SCHEDULE &

DETAILS

WORKING

DRAWINGS

C E

E, V A

FINISH SCHEDULE

NUMBER NAME

WALL FINISH

FLOOR FINISH BASE FINISH CEILING FINISHNORTH EAST SOUTH WEST

101 WOMEN'S RR WT-1/WT-2/WT-4 WT-1/WT-3 WT-1/WT-4 WT-1/WT-3 RESF - PNT-3

102 MEN'S RR WT-1/WT-4 WT-1/WT-2 WT-1/WT-2/WT-4 WT-1/WT-3 RESF - PNT-3

103 TRAINING ROOM PNT-1 PNT-1 PNT-1 PNT-1 RESF RESB EXISTING - REPLACE DAMAGED

104 CORRIDOR PNT-1/PNT-2 - PNT-1/PNT-2 - RESF RB-1/EXISTING EXISTING - REPLACE DAMAGED

105 HALLWAY - PNT-1/PNT-2/PLAM-3 - - EXISTING EXISITNG -

6" = 1'-0"A9.03

1 TRANSITIONS-VCT TO LIN

PLAM-3 PLASTIC LAMINATE FORMICA HARD STOP STORM

PLAM-2 PLASTIC LAMINATE WILSON ART GRAPHITE

PLAM-1 PLASTIC LAMINATE WILSON ART - ASTRO STRANDZ

MILLWORK

RESF RESINOUS FLOORING DUR-A-FLEX DUR-A-QUARTZ Q11-23 (2) GROUT COATS (20 MILS TOTAL) ARMOUR TOP GLOSS

FLOOR FINISHES

RB-1 RUBBER BASE 1 JOHNSONITE TRADITIONAL VINYL 40 BLACK 4"

RESB RESINOUS INTERGRATED BASE DUR-A-FLEX DUR-A-QUARTZ Q11-23 (2) GROUT COATS (20 MILS TOTAL) ARMOUR TOP GLOSS

BASE FINISHES

WT-4 WALL TILE -4 BEST TILE BAMBUSA CREMA 2.5" x 24" INSTALL WALL TILE PER INTERIOR ELEVATIONS WT-3 WALL TILE-3 BEST TILE TAPESTRY VISION 0010 4" x 16" INSTALL WALL TILE PER INTERIOR ELEVATIONS WT-2 WALL TILE-2 BEST TILE TAPESTRY VISION 005G 12" x 36" INSTALL WALL TILE PER INTERIOR ELEVATIONS WT-1 WALL TILE-1 BEST TILE BAMBUSA CREMA 12" x 24" INSTALL WALL TILE PER INTERIOR ELEVATIONS

PNT-3 PAINT-3 CEILING PAINT MATCH EXISITNG

PNT-2 PAINT-2 ACCENT PAINT CUSTOM COLOR TO MATCH: PANTONE 343 CUSTOM COLOR MATCH PANTONE 343 GREEN

PNT-1 PAINT-1 TYPICAL WALL PAINT MATCH EXISTING TYPICAL CMU COLOR

WALL FINISHES

FINISH KEY DESCRIPTION MANUFACTURER PRODUCT LINE/NO. COLOR NAME/NO. SIZE (NOMINAL) COMMENTS

FINISH KEY

PLUMBING GENERAL NOTES

1. WORK INCLUDES PROVIDING A FIRST CLASS WORKING SYSTEM, TESTED AND READY FOR OPERATION, COMPLETE WITH LABOR, MATERIALS, APPARATUS, TRANSPORTATION, AND TOOLS REQUIRED FOR THE INSTALLATION, AS INDICATED.

2. ALL WORK SHALL COMPLY WITH 2018 VIRGINIA CONSTRUCTION CODE AND LOCAL BUILDING CODES, THE VIRGINIA PLUMBING AND MECHANICAL CODES (VMC 2018, VPC 2018, VFGC 2018, VECC 2018) , NFPA CODES AND ALL OTHER APPLICABLE CODES. OBTAIN PERMITS, INSPECTIONS, LICENSES AND TESTS REQUIRED FOR THIS WORK AND PAY ALL FEES IN CONNECTION THEREWITH.

3. COORDINATE WORK CLOSELY WITH OTHER TRADES. ALL DIMENSIONS SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR, AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD PRIOR TO INSTALLATION. FAILURE TO COORDINATE WORK WILL NOT BE CONSIDERED AS A BASIS FOR

EXTRA PAYMENTS.

4. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EXACT LOCATIONS OF FIXTURES, PIPING AND EQUIPMENT. DO NOT SCALE DRAWINGS. ALL OFFSETS AND FITTINGS FOR COMPLETE INSTALLATION MAY NOT BE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AT THE BUILDING AND ANY CHANGES NECESSARY FOR COORDINATION WITH EXISTING CONDITIONS. PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED AND COORDINATED WITH OTHER WORK. IF CONFLICTS CANNOT BE RESOLVED THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT / ENGINEER.

5. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR OR OF THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE CONTRACTOR. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH THE DRAWINGS

AND SPECIFICATIONS.

6. ALL MATERIALS SHALL BEAR THE MANUFACTURER'S NAME, TRADE NAME AND BE U.L. LABELED IF REQUIRED. UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL EQUIPMENT OF

A SIMILAR TYPE SHALL BE OF THE SAME MANUFACTURER.

7. GUARANTEE / WARRANTY: ALL PLUMBING EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT EXCEPT EXTENDED WARRANTIES, AS SPECIFIED ELSEWHERE IN THESE DOCUMENTS ON SPECIFIC ITEMS OF

EQUIPMENT, WILL BE FURNISHED BY THE TRADE PROVIDING THE EQUIPMENT.

8. CONTRACTOR SHALL FURNISH LOCATION AND SIZE OF OPENINGS REQUIRED FOR PLUMBING FIXTURES, EQUIPMENT AND PIPING TO THE GENERAL

CONTRACTOR IN TIME NOT TO DELAY BUILDING CONSTRUCTION.

9. PIPE SIZES SHOWN ARE NPS INSIDE DIMENSIONS. COPPER TUBE SIZES ARE FOR NOMINAL TYPE L.

PLUMBING LEGEND

WHA

1. MAKE PROPER SUPPLY AND DRAINAGE PIPING CONNECTIONS TO ALL FIXTURES

AND EQUIPMENT EVEN THOUGH EVERY BRANCH PIPE AND FITTING MAY NOT BE

GRAPHICALLY INDICATED.

2. VERIFY FIXTURE LOCATIONS WITH ARCHITECTURAL WORKING DRAWINGS

BEFORE ROUGHING-IN PLUMBING FIXTURES.

3. PIPING SLOPES AND INVERT ELEVATIONS OF SEWERS, MANHOLES, SEPTIC

TANKS, ETC. SHALL BE ESTABLISHED AND VERIFIED BY THE PLUMBING

CONTRACTOR PRIOR TO PIPING INSTALLATION IN ORDER THAT PROPER SLOPES

ARE MAINTAINED AND NECESSARY INVERT ELEVATIONS MET.

4. COORDINATE THE LOCATIONS OF ALL PIPING WITH ELECTRICAL WORK AND

LIGHTING FIXTURES, HVAC PIPING AND DUCTWORK, FIRE PROTECTION PIPING,

STRUCTURAL ELEMENTS AND CEILING CONSTRUCTION, ETC.

5. PROVIDE ALL FLOOR DRAINS WITH STANDARD SEAL P-TRAP, UNLESS

OTHERWISE NOTED. FLOOR DRAIN TRAP SEALS SUBJECT TO LOSS BY

EVAPORATION SHALL BE EQUIPED WITH WATERLESS INLINE DRAIN TRAP SEAL

MODEL SURESEAL AS MANUFACTURED BY RECTORSEAL.

6. ALL SHUTOFF / SERVICE VALVES, WATER HAMMER ARRESTORS, ETC. IN

CONCEALED LOCATIONS SHALL BE ACCESSIBLE. PROVIDE ACCESS DOOR OR

PANEL AS REQUIRED.

7. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL POINTS OF CONNECTION

FOR NEW-TO-EXISTING WORK PRIOR TO NEW WORK BEING INSTALLED.

8. PROVIDE CLEANOUT AT THE BASE OF ALL NEW SOIL OR WASTE STACKS.

ABBREVIATIONS

WATER HAMMER ARRESTOR

SHUTOFF / SERVICE VALVE (IN PLAN)

DIRECTION OF SLOPE DOWN

SANITARY VENT (RISER VIEW)

SANITARY SOIL & WASTE

HOT WATER

COLD WATER

RISER IN PLAN

SIDE OF MAIN

BOTTOM OF MAIN

TOP OF MAIN

TEE OR ELBOW FROM TOP OF MAIN

GENERAL PLUMBING INSTALLATION NOTES

CHECK VALVE

HOT WATER RETURN

FIXTURE & EQUIPMENT MARKS

PLUMBING PIPING SYSTEMS

S - SANITARY

V - VENT

VTR - VENT-THRU-ROOF

W - WASTE

ABV - ABOVE EX - EXISTING

AD - ACCESS DOOR EL - ELEVATION

BEL - BELOW FL - FLOOR

DN - DOWN INV - INVERT

DFU - DRAINAGE FIXTURE UNIT SFU - SUPPLY FIXTURE UNIT

EXISTING TO REMAIN

EXISTING TO BE REMOVED

EXTENT OF DEMOLITION

POINT OF CONNECTION - NEW TO EXISTING

BFP - BACKFLOW PREVENTER

CO - CLEANOUT

EFD - EMERGENCY FLOOR DRAIN

EWC - ELECTRIC WATER COOLER

FCO - FLOOR CLEANOUT

FD - FLOOR DRAIN

HB - HOSE BIBB

LAV - LAVATORY

OSD - OPEN SITE DRAIN

TMV - THERMOSTATIC MIXING VALVE

UR - URINAL

WH - WALL HYDRANT

WC - WATER CLOSET

WCO - WALL CLEANOUT

C - COLD WATER

H - HOT WATER

HR - HOT WATER RECIRCULATING

DEMOLITION PLAN REFERENCE NOTE

PLAN REFERENCE NOTE

M M O N

LTH OF

I R G I N I

R O F

SS I

AL EN

G I

R E E07-21-2023

7 NORTH 25TH STREET

RICHMOND, VA 23223

804.861.1200 P

250 WYLDEROSE CMNS, STE 102

MIDLOTHIAN, VA 23113

804.977.0403

INVERSITYCONSULTING.COM

PC: 23041

RICHARD A. POLO

Lic. No. 047236

P0.01

PROJ. NO.: 236007

DATE: 07/21/23 DRAWN BY: JAF

R B

C G

Y M

B A

O O

PLUMBING - LEGEND

& SCHEDULES

WORKING

DRAWINGS

J O

H N

R D

U R

G V

7. LAVATORY MOUNTING HEIGHT SHALL BE 34" AFF.

6. PROVIDE WITH RECESSED MOUNTED BOX, OPTIONAL ANODIZED ALUMNIMUM BOX.

5. MOUNT FIXTURE RIM HEIGHT 17" AFF. UR-1 TO BE ARRANGED AND INSTALLED ADA COMPLIANT.

4. PROVIDE FLOOR DRAIN WITH WATERLESS INLINE DRAIN TRAP SEAL, MODEL SURESEAL AS MANUFACTURED BY RECTORSEAL.

3. MOUNT FIXTURE BOWL RIM HEIGHT 16.5", SEAT HEIGHT 17" AFF. PROVIDE WITH OPEN FRONT SEAT SIMILAR TO TOTO SC534. WC-1 TO BE ARRANGED AND INSTALLED ADA COMPLIANT.

2. INSULATE EXPOSED TRAP AND SUPPLIES IN ACCORDANCE WITH ICC A117.1 "ACCESSIBLE AND USABLE BUILDING AND FACILITIES".

1. MOUNTING HEIGHTS OF ALL ACCESIBLE FIXTURES SHALL BE IN ACCORDANCE WITH ICC A117.1 "ACCESSIBLE AND USABLE BUILDING AND FACILITIES".

NOTES:

FLUSH VALVE SLOAN WES 111-1.6/1.1

WC-2

WATER CLOSET

FLOOR MOUNT

FLUSH VALVE

WATER CLOSET, FLOOR MOUNTED, BOTTOM OUTLET, ELONGATED BOWL, VITREOUS CHINA, SIPHON JET, 1 1/2" TOP SPUD, ASME A112.19.2. PROVIDE DIAPHRAGM OPERATED MANUAL FLUSH VALVE, DUAL FLUSH 1.6 / 1.1 GPF, WITH INLET ANGLE STOP AND

OUTLET VACUUM BREAKER, ASSE 1037, 11 1/2" FOR EXISTING ROUGH-IN.

4" 2" 1" -

WATER CLOSET TOTO CT725CUFG

FLUSH VALVE SLOAN WES 111-1.6/1.1

WC-1

WATER CLOSET

FLOOR MOUNT

FLUSH VALVE

4" 2" 1" -

WATER CLOSET TOTO CT725CUFG

1, 3

FLUSH VALVE TOTO TMU1LN22#CP

UR-2

URINAL WALL

MOUNT

WALL MOUNTED, WASHOUT ACTION, FLUSHING RIM, VITREOUS CHINA, 3/4" TOP SPUD. PROVIDE PISTON OPERATED MANUAL FLUSH VALVE 0.5 GPF, WITH INLET ANGLE STOP AND 1 1/4" OUTLET VACUUM BREAKER, ASSE 1037, 11 1/2" ROUGH-IN, ASME A112.18.2.

2" 1 1/2" 3/4" -

URINAL TOTO UT447E

FLUSH VALVE TOTO TMU1LN22#CP

UR-1

URINAL WALL

MOUNT

A112.18.2 AND ADA COMPLIANT.

2" 1 1/2" 3/4" -

URINAL TOTO UT447E

1, 5

POT FILLER HANSGROHE 04060000

FAUCET ELKAY LKD2439BHCS-1

SINK COUNTER

MOUNT

31"x22"x6" DEEP, SINGLE BOWL DROP-IN, 18 GAUGE TYPE 304 STAINLESS STEEL, LUSTROUS SATIN FINISH, 4-HOLE, REAR CENTER 3 1/2" DRAIN, 1 1/2" TAILPIECE AND P-TRAP, 1/2" STOPS AND SUPPLIES, ASME A112.19.3. PROVIDE DECK MOUNTED 8" CENTERSET CONCEALED FAUCET, 1.5 GPM, MANUAL LEVER HANDLES, SWING ARC SPOUT, CHROME FINISH, ASME A112.18.1. PROVIDE DECK

MOUNTED POT-FILLER FAUCET, DOUBLE SWING ARM, 2.5 GPM, CHROME FINISH.

1 1/2" 1 1/2" 1/2" 1/2"

SINK ELKAY LRAD312260

1, 2

FAUCET SLOAN

EBF-650-8-BAT-BDT-CP-0.5

GPM-MLM-IR-FCT

LAV-2

LAVATORY WALL

MOUNT

21"x18"x5" DEEP, RECTANGULAR WITH D-BASIN, VITREOUS CHINA, WALL MOUNT WITH HANGER BRACKET, GRID DRAIN, 1 1/4" TAILPIECE AND P-TRAP, 1/2" STOPS AND SUPPLIES, ASME A112.19.2. PROVIDE DECK MOUNTED 4" CENTERSET FAUCET, 0.5 GPM, BELOW DECK MIXING VALVE, INFRARED SENSOR, BATTERY POWERED, MULTI-LAMINAR SPRAY, CHROME FINISH WITH GRID

STRAINER DRAIN. PROVIDE WITH TMV-1. ASME A112.18.1.

1 1/4" 1 1/2" 1/2" 1/2"

LAVATORY TOTO LT307.4

1, 2, 7

FAUCET SLOAN

EBF-650-8-BAT-BDT-CP-0.5

GPM-MLM-IR-FCT

LAV-1

LAVATORY WALL

MOUNT

STRAINER DRAIN. PROVIDE WITH TMV-1. ASME A112.18.1.

1 1/4" 1 1/2" 1/2" 1/2"

LAVATORY TOTO LT307.4

1, 2, 7

BOTTLE FILLER ELKAY LZWSR

EWC-1

ELECTRIC

WATER COOLER -

SINGLE LEVEL

STATION

REFRIGERATED COOLER, WALL MOUNTED, HEAVY DUTY VANDAL RESISTANT, FILTERED, SINGLE STATION W/ FRONT BUTTON ACTIVATION, AND BOTTLE FILLING STATION, TAILPIECE AND P-TRAP, 1/2" STOP, 3/8" SUPPLY, ASME A112.19.3, ADA COMPLIANT, 8 GPH OF 50 °F WATER AT 90 °F AMBIENT AND 80 °F INLET WATER TEMPERATURE. BOTTLE FILLER SHALL HAVE A MINIMUM 1.0 GPM FLOW ACTIVATED BY ELECTRONIC SENSOR, 20 SECOND SHUT-OFF TIMER AND BOTTLE COUNTER.

1 1/4" 1 1/2" 1/2" -

ELECTRIC WATER

COOLER

ELKAY LVRCHD8S

HB-1 HOSE BIBB

NON-FREEZE USE, BRASS WITH CHROME FINISH, BACKFLOW PREVENTED, ASSE 1052 APPROVED, MALE HOSE THREAD, WHEEL

HANDLE, WITH RECESSED WALL BOX

- - 3/4" - HOSE BIBB WOODFORD MODEL B26 6

FD-1

FLOOR DRAIN

ROUND

CI BODY, ADJUSTABLE STRAINER HEAD, 7" DIAMETER POLISHED NICKEL BRONZE TYPE 'F37' STRAINER, EXTENDED RIM, ASME A112.6.3

2" OR 3" 1 1/2" - - FLOOR DRAIN JAY R. SMITH 2005Y-B-NB -

MARK DESCRIPTION WASTE VENT C.W. H.W.

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