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pfqbSITE ADDRESS:900 E. BROAD STREETRICHMOND, VA. 23219

RICHMOND COLISEUM

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N. 7T

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N. 8T

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N. 9

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N. 1

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PROJECT NO: DATE:

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ACTIVITIES OR FUNCTIONS TO BE PERFORMED IN FACILITY:BUSINESS/OFFICE SPACE

VUSBC CONSTRUCTION TYPE:I-A (NON-COMBUSTIBLE, PROTECTED)FULLY SPRINKLERED

(USE) GROUPS PER VUSBC:SINGLE OCCUPANCY, NON-SEPARATEDBUSINESS GROUP B - MAIN OCCUPANCY

DESIGN OCCUPANT LOAD:FIRST FLOOR (WITHIN PROJECT AREA): 51

GROSS BUILDING AREA (EXISTING + ADDITIONS):FIRST FLOOR EXISTING: 42,207 SFFIRST FLOOR RENOVATION: 2,634 SF

DESIGN LIVE LOADS:OFFICE: 40 PSFPARTITION ALLOWANCE: 15 PSF

BUILDING PURPOSE:OFFICE SPACE FOR TWO DIVISIONS OF THE CITY'S PUBLIC UTILITIES DEPARTMENT

CONTRACTOR NOTE: COMPLY WITH THE INTERNATIONAL FIRE CODE, AS AMENDED BY THEVUSBC, AND WITH THE NFPA 241 FOR ALL DEMOLITION AND CONSTRUCTION OPERATIONS.MAINTAIN A COPY OF THE IFC AND NFPA 241 AT THE SITE.

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APPLICABLE CODE:2012 VIRGINIA REHABILITATION CODE (VUSBC PART II)2012 VIRGINIA CONSTRUCTION CODE (VUSBC PART I)

APPLICABLE ACCESSIBILITY STANDARDS:2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

CONSTRUCTION AND PROFESSIONAL SERVICES MANUALCPSM 2017 EDITION, REVISION 0, SEPTEMBER 30, 2017

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563103 MAY 11, 2018

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. COVER

ARCHITECTURAL

A0.1 GENERAL ARCHITECTURAL INFORMATION

A0.2 WALL/PARTITION TYPES, WALL JOINTS AND TERMINATIONS

A2.0 DEMOLITION AND FIRST FLOOR PLAN

A3.0 DOOR, FRAME AND FINISH SCHEDULE AND DETAILS

A8.1 CASEWORK ELEVATIONS AND SECTIONS

A9.1 1ST FLOOR REFLECTED CEILING PLAN

FURNISHINGS

FE 2.1 1ST FLOOR FURNISHINGS PLAN

PLUMBING

P2.01 FLOOR PLAN - NEW WORK

MECHANICAL

M0.1 SCHEDULES AND DETAILS

M1.01 FLOOR PLAN - DEMOLITION

M2.01 FLOOR PLAN - NEW WORK

ELECTRICAL

E0.01 LEGEND, SCHEDULE AND NOTES

E0.02 PARTIAL EMERGENCY ONE-LINE DIAGRAM

E0.03 PARTIAL ONE-LINE DIAGRAM

E0.04 DETAILS

E1.01 FLOOR PLAN - DEMOLITION

E2.01 FLOOR PLAN - NEW WORK POWER

E2.02 FLOOR PLAN - NEW WORK LIGHTING AND SYSTEMS

Lu+Smith Engineers, PLLC M/E/P Engineering

5243 Hickory Park Drive, Suite C, Glen Allen, VA p (804) 925-2600 f (804) 925-2170

REVISIONS

DATE DESCRIPTION

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N

A7.1

ENLARGED PLAN OR WALL SECTION NUMBER

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS INDICATED

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ENLARGED PLAN OR WALLSECTION IS CUT

A2.1A2.3A2.6

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1. KEYNOTES ARE GENERALLY ASSOCIATED WITH A SERIES OF DRAWINGS (e.g., A3.2.n,A5.1.n); THEREFORE KEYNOTE NUMBERS FROM SERIES TO SERIES WILL VARY (i.e., KEYNOTENO. 1 IN THE A3.2.n SERIES WILL BE DIFFERENT FROM KEYNOTE NO. 1 IN THE A5.1.n SERIES).

n

nnn

n n/n"

KEYNOTE (1 TO 2 DIGITS)

KEYNOTE (3 DIGITS ONLY)

SIZE; THICKNESS; OR OTHERDESCRIPTIVE INFORMATION

REFER TOA3.0 FORFINISHSCHEDULE

REFER TOA3.0 FORSCHEDULE

SPACE NAME

SPACE NUMBER

SQUARE FOOTAGE, IF INDICATED

BUILDING "PART" NUMBERIN MULTI-PART BUILDING

SUPERVISOR'SOFFICE

100 SF

A101

SPACE

DOOR

FIRE RATING IN MINUTES (IF INDICATED)

DOOR SUFFIX LETTER WHEN MORETHAN ONE DOOR PER SPACE

SPACE NUMBER

A101C60

STL11

AW11

AS11

STEEL FRAME NUMBER

ALUMINUM WINDOW NUMBER

ALUMINUM STOREFRONT NUMBER

JOINT

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A4.1

ELEVATION OR BUILDING SECTION LETTER

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS INDICATED

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ELEVATION OR BUILDING SECTION IS CUT

A2.0.1A2.0.2A2.0.3

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A5.2

DETAIL NUMBER OR LETTER

DRAWING NUMBER WHERE DETAIL IS INDICATED

DRAWING NUMBER WHERE DETAIL IS CUT

ADDITIONAL DRAWING NUMBERS WHERE DETAIL IS CUT

A5.1

A5.3A5.7

1

A2.1

1

A2.1

1

A2.1

1

A2.1

A7.1

1

A7.1

1

2 4

3

WALL OR MISC SECTION WHERE CUT

WALL SECTION NUMBER

DRAWING NUMBER WHERE WALLSECTION IS INDICATED

DETAIL OR ENLARGED PLAN WHERE CUT

DETAIL OR ENLARGED PLAN NUMBER

DRAWING NUMBER WHERE DETAIL ORENLARGED PLAN IS INDICATED

BUILDING SECTION WHERE CUT

INTERIOR OR EXTERIOR ELEVATION WHERE CUT

SECTION NUMBER

DRAWING NUMBER WHERE SECTION ISINDICATED

ELEVATION NUMBER

DRAWING NUMBER WHERE ELEVATIONIS INDICATED

MULTIPLE ELEVATIONS

N `^pbtloh=qfqib1/4"=1'-0"

CASEWORK ELEVATION NUMBER

REFER TO A3.0FOR TYPES

REFER TO A3.0FOR TYPES

REFER TO A3.0FOR TYPES

REFER TO A0.2FOR LEGEND

SURFACE MOUNT FEC: TOP OF CABINET AT 4'-0" AFF

FEC

1T EQUIPMENT TYPE

INTERIOR ARCHITECTURAL WOODWORK(CASEWORK) ELEVATION

GLAZING/GLASS TYPES

PLAN NORTH (MAY DIFFERFROM POLAR NORTH)

n

A8.1A8.3

58

9

10

MATCH LINE

WORKING POINT

DATUM POINT

CENTERLINE

REFER TOA8.1 FORELEVATIONS

REFER TO A3.0FOR LEGEND

PLATE

WPT

CL

PL

REFER TOA0.2 FORLEGEND SB=SMOKE BARRIER

SP=SMOKE PARTITIONIA=INCIDENTAL ACCESSORYXn-XX

WALL PARTITION TYPE

FIRE RESISTANCE RATINGIN HOURSXn-n

WALL PARTITION TYPE

SEMI-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

FULLY-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

BRACKET: MOUNT BRACKET AT 4'-0" AFF

FEB

1

A

STRUCTURAL GRID LINEWITH DESIGNATIONS

A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONESHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT,DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF ACONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.

B. ELEMENTS THAT ARE IDENTIFIED BY OTHER DISCIPLINES (e.g., CIVIL, STRUCTURAL,PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL) ELSEWHERE WITHIN THEARCHITECTURAL SERIES OF DRAWINGS AND/OR SPECIFICATIONS, OR IDENTIFIED ORCOVERED BY DEFAULTS (e.g., SIZES, THICKNESS, SPACING, MATERIALS) IN THESPECIFICATIONS MAY NOT BE ANNOTATED (NOTE OR KEYNOTED) ON THESE DRAWINGS.

C. ELEMENTS IDENTIFIED IN "LEGENDS" AND/OR "GENERAL NOTES" MAY NOT BE NOTED INDETAILS, OR SECTIONS, AS THESE ELEMENTS ARE IDENTIFIED IN THE LEGENDS (e.g. FACEBRICK, CMU, WINDOWS)

D. REFER TO "ASSEMBLIES" FOR MATERIALS AND COMPONENTS THAT MAKE UP THATPARTICULAR ASSEMBLY (e.g., EXTERIOR WALL ASSEMBLIES, ROOF ASSEMBLIES, AND FIRE-RATED ASSEMBLIES). ONCE A PARTICULAR ASSEMBLY HAS BEEN IDENTIFIED ON ONEDRAWING, THAT SAME ASSEMBLY GRAPHIC SHALL APPLY TO ALL OTHER SIMILARLOCATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE THAT SAMEASSEMBLY AT THE SIMILAR LOCATION WHETHER THE ASSEMBLY GRAPHIC SYMBOL ISSHOWN OR NOT.

E. VERIFY ALL DIMENSIONS, INCLUDING DIMENSIONS ON STRUCTURAL DRAWINGS ANDOTHER ARCHITECTURAL DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANYDISCREPANCIES.

F. NOT USED

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AOMMONW

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V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

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PROJECT NO: DATE:

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SWM SECURITY WOVEN MESH / ROD MESH

SY SQUARE YARD

SYM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

T.O. TOP OF

TB TACKBOARD

TEL TELEPHONE

TERR-C TERRAZZO CEMENTITIOUS

TERR-E TERRAZZO EPOXY

TERR-R TERRAZZO RUBBERIZED

THHD THRESHOLD

THK THICKNESS

TOS TOP OF STEEL

TOW TOP OF WALL

TS TACK STRIP

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED (INDICATED) OTHERWISE

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VDB VISUAL DISPLAY BOARD

VERT VERTICAL

VEST VESTIBULE

VFCT VINYL FREE COMPOSITION TILE

VFWC VINYL FREE WALLCOVERING

VIF VERIFY IN FIELD

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

WP WATERPROOFING

WPT WORKING POINT

WSCT WAINSCOT

WSF WOOD SPORTS FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

YD YARD

GWT GLAZED WALL TILE

GYP GYPSUM

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HDNR HARDENER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATINGS

HPFP HIGH PERFORMANCE FLOOR PAINT

HR HOUR

HT HEIGHT

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

JCT JUNCTION

JT JOINT

KO KNOCKOUT

L LENGTH/LONG

LAB LABORATORY

LAHJ LOCAL AUTHORITY HAVING JURISDICTION

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LH LEFT HAND

LIN LINOLEUM

LKR LOCKER

LMC LINEAR METAL CEILING

LPS LAMINATE PANEL SYSTEM

LT LIGHT

LVR LOUVER

M METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBL MARBLE

MCP METAL CEILING PANEL

MDO MEDIUM DENSITY OVERLAY

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

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

PERIM PERIMETER

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLASTIC LAMINATE WOOD

PLYWD PLYWOOD

POLY POLYETHYLENE

PP PORCELAIN PAVER

PPS POWER PROJECTION SCREEN

PPT PRESSURE PRESERVATIVE TREATED

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE/PREPARATION

PS PROJECTION SCREEN

PSB PENCIL SHARPENER BLOCK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTN PARTITION

PTS PNEUMATIC TUBE SYSTEM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVWC PERFORATED VINYL WALL COVERING

QT QUARRY TILE

QTY QUANTITY

R RISER, RADIUS

R/W RIGHT OF WAY

RAD RADIUS

RAF-RFT RESILIENT ATHLETIC FLOORING - RUBBER FLOOR TILE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REFG REFRIGERATOR

REINF REINFORCING

REM RECESSED ENTRY MAT

REQ'D REQUIRED

RES RESINOUS FLOORING

RFT RUBBER FLOOR TILE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

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

SPR SPRINKLER

SQ SQUARE

SRD SECONDARY ROOF DRAIN

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

@ AT

A-PT ACCENT PAINT

ABS AIR BARRIER SYSTEM

ABV ABOVE

ACP ACOUSTICAL CEILING PANEL

ACP-HDC ACOUSTICAL CEILING PANEL WITH HOLD DOWN CLIPS

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

ALUM ALUMINUM

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST CONCRETE

ARC ABUSE RESISTANT COATING

ARGB ABUSE RESISTANT GYPSUM BOARD

AS ALUMINIUM STOREFRONT

AUTO AUTOMATIC

AVG AVERAGE

AW ALUMINIUM WINDOW

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

B-STONE BLUE STONE

BD BOARD

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP ROOF

C CARPET

C-TILE CARPET TILE

CAB CABINET

CB CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CF CUBIC FOOT

CFSF-NS COLD FORMED STEEL FRAMING, NON-STRUCTURAL

CFSF-S COLD FORMED STEEL FRAMING, STRUCTURAL

CG CORNER GUARD

CI CONTINUOUS INSULATION

CIPC CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CL CLOSET

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

CONC-LH CONCRETE WITH LIQUID HARDENER

CONC-P CONCRETE WITH PIGMENT

CONC-SLR CONCRETE WITH SEALER

CONC-ST CONCRETE WITH STAIN

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CSMU CAST STONE MASONRY UNIT

CT CERAMIC TILE

CTSK COUNTERSINK

CUYD CUBIC YARD

CW CURTAIN WALL

CWFD CEMENTITIOUS WOOD FIBER DECK

D DEPTH/DEEP

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DETE DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DHM DETENTION HOLLOW METAL

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

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

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

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

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

GB GYPSUM BOARD

GB-PT GYPSUM BOARD-PAINT

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

GRT GROUT

GSFT GLAZED STRUCTURAL FACING TILE

GT GLASS TILE

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EARTH

POROUS FILL

CONCRETE

FACE BRICK

SPLIT-FACE BLOCK

CONCRETEMASONRY UNIT

GROUTED SOLIDCONCRETEMASONRY UNIT

NOTE: PROVIDE 100% SOLID, PLANT-CASTUNITS WHERE CORE HOLES WOULD BEVISIBLE WITHIN FINISH SPACE (E.G.,WINDOW SILLS)

ARCHITECTURALPRECAST CONCRETE

BATT INSULATION

RIGID INSULATION

SPRAYEDPOLYURETHANE FOAM

WOOD SHIM

WOOD BLOCKING -CONTINUOUS

FINISHED WOOD

PLYWOOD

GYPSUM BOARD /SHEATHING

STONE

CAST STONEMASONRY

REVISIONS

DATE DESCRIPTION

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OF OBSTRUCTION

REFER TO GENERAL NOTE 'C'

BRACE WALL ASINDICATED, OR WHERENOT INDICATED, ASAPPROVED

BOTTOMOF DECK

SEALANT SYSTEM: REFER TOGENERAL NOTE 'C'

MAYVARY

MAYVARY

ENCASEMENT: REFERTO GENERAL NOTE 'C'

DO NOT SECUREENCASEMENT TOWALL

CFSF-S W/ GYP BD IN LAYERS ASREQUIRED TO MAINTAIN ASSEMBLYRATING CONSISTENT WITHWALL/PARTITION REQUIREMENTS

OBSTRUCTION MAY VARY (BEAM, JOIST, GIRDER, CHANNEL, DUCTWORK, PIPING)

qbojfk^qflkp t^ii=glfkqp

A. AT FIRE-, SMOKE-, AND ACOUSTICALLY RATED WALLS: SEAL ALL NON-OBSTRUCTED HEAD-OF-WALL CONDITIONS INACCORDANCE WITH JOINT SYSTEM MANUFACTURER’S RECOMMENDATIONS BASED ON CONDITION ENCOUNTERED (E.G., CMU-TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES); OR CFSF-TO-DECK (PARALLEL OR PERPENDICULARTO FLUTES) TO MAINTAIN ASSEMBLY RATING CONSISTENT WITH WALL/PARTITION REQUIREMENTS. BRACE WALL ASINDICATED OR REQUIRED.

B. AT ALL OTHER WALLS INDICATED TO EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK/CAP: SEAL ALL NON-OBSTRUCTED HEAD-OF-WALL CONDITIONS IN ACCORDANCE WITH JOINT SYSTEM MANUFACTURER’SRECOMMENDATIONS BASED ON CONDITION ENCOUNTERED ( E.G., CMU-TO-DECK (PARALLEL OR PERPENDICULAR TOFLUTES); OR CFSF-TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES). BRACE WALL AS INDICATED OR REQUIRED.

C. AT ALL WALLS PREVENTED FROM TERMINATING AT THE UNDERSIDE OF FLOOR/ROOF DECK BY OBSTRUCTIONS,COMPLY WITH THE FOLLOWING:

• AT FIRE-, SMOKE-, AND ACOUSTICALLY-RATED WALLS: ENCASE OBSTRUCTION(S) TO MAINTAINASSEMBLY RATING CONSISTENT WITH WALL/PARTITION REQUIREMENTS.

• AT SECURITY WALLS: TERMINATE IN ACCORDANCE WITH SECURITY PARTITION REQUIREMENTS.• AT OTHER WALLS: ENCASE OBSTRUCTION(S) ON ONE SIDE.• SEAL ENCASEMENT TO WALL AND SEAL ENCASEMENT TO DECK IN ACCORDANCE WITH JOINT SYSTEM

MANUFACTURER’S RECOMMENDATIONS AND TO MAINTAIN ASSEMBLY RATING CONSISTENT WITHWALL/PARTITION REQUIREMENTS.

qbojfk^qflk=dbkbo^i=klqbp

A. DRAWINGS MAY INDICATE AESTHETIC AND FUNCTIONAL WALL JOINTS.

B. REFER TO SPECIFICATIONS AND REFERENCED STANDARDS FOR ADDITIONAL WALL JOINT REQUIREMENTS.• INTERIOR: LOCATE PER DRAWINGS, IF SHOWN, AND WHERE NOT SHOWN, LOCATE IN

ACCORDANCE WITH SPECIFICATIONS.

C. WALLS AND JOINT TYPES/DETAILS ARE DIAGRAMMATIC. VERIFY ACTUAL FIELD CONDITIONS AND ADJUST JOINTTYPES/DETAILS IN ACCORDANCE WITH REFERENCED STANDARDS.

D. PROVIDE TESTED JOINT ASSEMBLIES AT FIRE-, SMOKE-, AND ACOUSTICAL-RATED WALLS.

E. WHEN USED HEREIN "RATED" MEANS: FIRE, SMOKE, AND/OR ACOUSTICAL.

t^ii=glfkq=dbkbo^i=klqbp

t^iiLm^oqfqflk=qvmb=dbkbo^i=klqbp

A. PLAN DIMENSIONS ARE TO FACE OF WALL OR PARTITION. WHERE APPLIED FINISHES OCCUR-SUCH AS CERAMICTILE-DIMENSIONS ARE TO FACE OF APPLIED FINISH. FOR WAINSCOTS, FLOOR PLAN DIMENSIONS ARE TO FACE OFWAINSCOT MATERIAL. APPLIED FINISHES ARE NOT ALLOWED TO REDUCE CLEAR DIMENSIONS. “APPLIED FINISHES” INTHIS CASE DO NOT INCLUDE TRIM, BASE, AND ACOUSTIC WALL PANELS.

B. EXTEND WALL/PARTITION ASSEMBLY COMPONENTS FULL HEIGHT OF ASSEMBLY.

C. NOT USED

D. ALL INTERIOR CFSF PANEL PARTITIONS: P1 UNLESS INDICATED OTHERWISE.

E. NOT USED

F. THE TERMS “WALL” AND “PARTITION” MAY BE USED INTERCHANGEABLY THROUGHOUT THE CONTRACTDOCUMENTS.

G. EXTEND ALL FIRE-, SMOKE-, INCIDENTAL ACCESSORY-, AND ACOUSTICAL-RATED WALLS/PARTITIONS TOUNDERSIDE OF FLOOR DECK, ROOF DECK, STRUCTURAL ELEMENT ENCASEMENT OR SOLID CAP ABOVE.

• SEAL AND TERMINATE IN ACCORDANCE WITH JOINT SYSTEM TESTED ASSEMBLIES FORRESPECTIVE TYPE OF WALLS/PARTITIONS.

H. PARTITIONS THAT DO NOT EXTEND TO UNDERSIDE OF DECK OR CAP ABOVE:

• EXTEND 4 INCHES MINIMUM ABOVE HIGHEST ADJACENT FINISH CEILING UNLESS INDICATED OTHERWISE.

I. NOT USED

J. SEAL AROUND ALL PENETRATIONS.

K. COMPLY WITH TERMINATION, WALL JOINT, AND MISCELLANEOUS DETAILS FOR THOSE CONDITIONS WHERE APPLICABLE.COMPLY WITH REFERENCED STANDARDS WHERE DETAILS ARE NOT IDENTIFIED IN THE DRAWINGS.

L. WALL/PARTITION TYPES DO NOT ADDRESS WALL FINISHES. REFER TO FINISH SCHEDULE.

M. NOT USED

N. PROVIDE BACKER BOARD/UNIT OF SAME THICKNESS INDICATED IN LIEU OF GYPSUM BOARD PANEL AT PORTIONS OFWALLS/PARTITIONS TO RECEIVE TILE.

m^kbi=t^iiLm^oqfqflk=qvmbpXnn

fkcloj^qflkj^oh obj^ohp

REPRESENTED BY

mN JJJJ

mN^ JJJJ

cfob=o^qba

^ppbj_iv

5/8" GYPSUM BOARD

3 5/8" CFSF-NS

4 7/8"

3" SAB

1 1/2"

7/8" CFSF-NS FURRING

5/8" GYPSUM BOARDmO JJJJ

5/8" GYPSUM BOARD

3 5/8" CFSF-NS

3" SAB

4 1/4"

eb^aJlcJt^ii=qbojfk^qflk=]=klkJl_pqor`qflk

REFER TO APPLICABLEGENERAL NOTE 'A' OR 'B'

BOTTOM OFDECK ORCAP

WALL/PARTITIONMAY VARY

BRACE WALL ASINDICATED ORWHERE NOTINDICATED, ASAPPROVED

FACE OF BACKUP

PANEL JOINT OR RATEDJOINT SYSTEM AT RATEDPANEL CONSTRUCTIONWHERE OCCURS

SUBSTRATE JOINTWHERE OCCURS

WALL TYPE VARIES

m^kbi

PANEL JOINT OR RATEDJOINT SYSTEM AT RATEDPANEL CONSTRUCTIONWHERE OCCURS

PANEL WALL

`cpcL

m^kbip

PANEL JOINT OR RATEDJOINT SYSTEM AT RATEDPANEL CONSTRUCTIONWHERE OCCURS

SHEATHING WHEREINDICATED

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWMV=^

j

t^iiLm^oqfqflk

qvmbpI=t^ii=glfkqp

^ka=qbojfk^qflkp

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

^MKO

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

REVISIONS

DATE DESCRIPTION

REF.

REPRESENTED BY n

APPLIES TO DRAWINGS A2.0

cillo=mi^k=hbvklqbp

1. INSTALL SALVAGED PANELIZED MODULAR WALL PANEL TO MATCH EXISTING

2. CARD READER, INCLUDING ELECTRONIC LOCK, DOOR POSITION SWITCH, ANDREQUEST TO EXIT DEVICE BY OWNER'S VENDOR. COORDINATE ALL DOORHARDWARE WITH ALL INSTALLED DEVICES.

X24

X24

X25

X25

X27

X27

X29

X29

X30

X30

XA XA

XB XB

XC XC

XE XE

XF XF

XH XH

XJ XJ

XM XM

HUDDLE ROOM

113

CUSTOMERSERVICE

125

6

A8.1

9' -

8" OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAMMGR.

103

ENGINEER

105

ADMIN. PROJ.ANALYST

107

OPEN OFFICE

104

KITCHENETTE

106

OPEN OFFICE

104

CONFERENCEROOM

109

CIRCULATION

108

WAITING

110

CIRCULATION

112

LOBBY

111

EQ EQ EQ EQ

112A

102

101

104

105

106

108

107

109

110A

3AS

4AS

110B

P2

P2

P2

P2

5AS

5AS

1

(TYP 2)

(TYP 4)

(TYP 4)

(TYP 4)

(TYP 4)

5' - 10"

5' -

2"

12' -

3"

6' -

1"

14' - 3"

112B

113

1' - 6" MIN

8' -

10"

8' -

10"

12' -

3"

4' -

4"

4' -

1"

11' -

2"

8' -

6"

8"

P2

12' - 1"

5' -

10"

5' -

7"

11' - 4" 11' - 6"

A8.1

A8.1

1

2

A8.1

5

A8.1

4

A8.1

3

2

2

11' - 3 7/8" 12' - 1"

5' - 0" MIN 9' - 11" +/-

P1A

X24

X24

X25

X25

X27

X27

X29

X29

X30

X30

XA XA

XB XB

XE XE

XF XF

XH XH

XJ XJ

XM XM

2

4

3

1

5

5

6

abjlifqflk=mi^k=dbkbo^i=klqbp

A. PARTITIONS INDICATED TO BE REMOVED ARE PANELIZED MODULAR WALL PANELS UNO

B. REMOVE ALL CONSTRUCTION SHOWN DASHED. REFER TO DEMOLITION KEYNOTES FORADDITIONAL INFORMATION.

C. REPRESENTATION OF EXISTING ITEMS ARE TO BE CONSIDERED GENERAL IN NATURE, AND AREBASED UPON INFORMATION PROVIDED BY OWNER'S RECORD DRAWINGS, AND BY NONDESTRUCTIVE FIELD INVESTIGATIONS. DEMOLITION PLANS ARE NOT COMPREHENSIVE IN ALLDETAILS OF EXISTING CONSTRUCTION THAT SHALL BE REMOVED TO COMPLETE THE WORK OF THECONTRACT.

D. NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS THAT PREVENT THE EXECUTION OF THEWORK INDICATED.

E. REFER TO OTHER DISCIPLINE'S DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITIONWORK REQUIRED.

REMOVE EXISTING CONSTRUCTION

THROUGHOUT AREA INDICATED REMOVEFINISHES, CEILING SYSTEMS, BUILT IN CASEWORK,PARTITIONS, DOORS AND FRAMES INDICATEDDASHED (REFER TO MEP DRAWINGS FORADDITIONAL DEMOLITION REQUIREMENTS)

abjlifqflk=cillo=mi^k=ibdbkaAPPLIES TO DRAWING A1.1 AND A1.4

LIMITS OF CONSTRUCTION UNO

REMOVE EXISTING DOOR AND FRAME ASSEMBLYINCLUDING DOOR HARDWARE, ANCHORS, ANDTHRESHOLD (WHERE OCCURS) UNLESS NOTEDOTHERWISE.

REPRESENTED BY n

APPLIES TO DRAWINGS A2.0

abjlifqflk=cillo=mi^k=hbvklqbp

1. EXISTING ELEC FLOOR TROUGH, REMOVE TRIM ANGLE PROTRUDING FROM FLOOR ANDANCHOR METAL COVER TO FLOOR. TYP ENTIRE LENGTH OF TROUGH.

2. REMOVE OVERHEAD BULKHEAD

3. REMOVE DOOR, HARDWARE, AND ASSOCIATED PANELS

4. SALVAGE PANELIZED MODULAR WALL PANELS AS REQUIRED TO INFILL OPENING INPROGRAM MANAGER OFFICE, SPACE 103

5. REMOVE GYPSUM BOARD AND FRAMING WHERE THEY OCCUR BACK TO CONCRETE COLUMN

6. EXISTING VERTICAL BLINDS TO REMAIN. (TYPICAL 4)

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWNM=^

j

abjlifqflk=^ka

cfopq=cillo=mi^k

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

^OKM

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

k 1/8" = 1'-0"

cillo=mi^k

k 1/8" = 1'-0"

abjlifqflk=mi^k

REVISIONS

DATE DESCRIPTION

.6"

1'-6" MIN

MIN

1'-0"

UNLESS INDICATEDOR REQUIREDOTHERWISE

WALL WHEREOCCURS

WALL WHEREOCCURS

FR

AM

E/J

AM

B D

EP

TH

1 1

5/1

6"

VA

RIE

S1 1

5/1

6"

1/2

"1/2

"

5/8" 2" UNO 5/8"

MULLIONS WHEREOCCURS

4

DBL RABBET

A

1. (NOT USED).2. ALL FRAME/JAMB DEPTHS AT WRAP CONDITIONS SHALL BE SIZED TO SUIT PARTITION.3. DOORS, PANELS, GLAZING, STOPS, AND OTHER FRAME INFILLS ARE NOT SHOWN IN FRAMESECTIONS AS THEY VARY - PROVIDE SAME WHERE INDICATED.

MA

SO

NR

Y P

AR

TIT

ION

GB

PA

RT

ITIO

N

3 8

4

1

2 8

A3.0

REPRESENTED BY n

APPLIES TO DRAWINGS A3.0

allo=^ka=co^jb=abq^fi=hbvklqbp

1. ANCHORAGES, REINFORCING, SPECIFIC PARTITION CONSTRUCTION AND/OR LINTELS ARE NOT SHOWN FOR CLARITY.

2. REFER TO FRAME SECTION IN DOOR SCHEDULE FOR TYPE.

3. SEALANT, ALL SIDES - TOOL TO 90°.

4. BACKBEND RETURN @ GB LOCATIONS ONLY.

5. 1/2" @ GB.

6. 1/4" @ JAMBS, UNO; DIMENSION @ HEAD & SILL VARIES.

7. BACKER ROD AND SEALANT

8. 0" @ GB LOCATIONS

9. SIZE AS REQUIRED TO ACCOMMODATE DOOR, HARDWARE AND FRAME COMPONENTS.

10. ALUMINUM-FRAMED STOREFRONT

11. EXISTING CONCRETE DECK

12. WOOD BLOCKING

13. WOOD SHIM

14. CFSF-S

9" 9"

3' -

6"

2' -

9"

N

NARROW LITE(FOR NON-RATEDCONSTRUCTION)

F

FLUSH

FF

FG

9"

1' -

0"

9" 9"

E1

5" 5"

7"

1' -

0"

FULL GLASS FULL GLASS(ENTRY DOOR)

A. ALL GLAZING IN DOORS / FRAMES SHALL BE TYPE 1 UNO

B. COORDINATE DOOR, FRAME, AND HARDWARE REQUIREMENTS WITH OWNER PROVIDEDACCESS CONTROLS

C. COORDINATE FRAME DEPTH WITH EXISTING WALL CONSTRUCTION, VERIFY IN FIELD

allo=^ka=co^jb=dbkbo^i=klqbp

A. FINISH SCHEDULE DESCRIBES ONLY THE BASIC OR PREDOMINANT SURFACE FINISH.

B. PROVIDE SAME FINISHES AS THE ADJACENT SPACE IN ALCOVES AND CONTINUOUS SPACESWITHOUT DESIGNATED SPACE NUMBERS.

C. CASEWORK FINISHES ARE NOT NOTED IN THE FINISH SCHEDULE. REFER TO CASEWORKELEVATIONS AND SPECIFICATIONS FOR MATERIALS AND FINISHES.

D. DIRECTIONAL WALL FINISH INDICATORS (NORTH, EAST, SOUTH, WEST) REFER TO THE "PLAN"NORTH ORIENTATION.

E. BULKHEADS AND SOFFITS MAY NOT BE INDICATED IN FINISH SCHEDULES. REFER TO RCPDETAILS, AND OTHER DOCUMENTS FOR EXTENT.

F. PROVIDE CONTINUOUS SEALANT BETWEEN INTERIOR SLAB-ON-GRADE AND VERTICAL ELEMENTWHERE JOINT IS NOT CONCEALED BY FINISH BASE OR OTHER CONSTRUCTION.

G. PAINT ALL EXISTING TO REMAIN METAL ENCLOSURES CABINETS FOR HVAC INDUCTION UNITS.

H. PAINT ALL EXISTING COLUMNS.

cfkfpe=p`ebarib=dbkbo^i=klqbp

1STL

9

7' -

2"

1.1. 1/4" CLEAR

2. PATTERNED "FROSTED" GLASS

di^wfkd=qvmbpREPRESENTED BY n

NOTES:1. ALL GLAZING IN INTERIOR FRAMES SHALL BE TYPE 1, UNO2. NOT USED3. GLAZE ALL OPENINGS IN FRAMES UNLESS SPECIFICALLY INDICATED OTHERWISE4. ALL GLAZING SHALL BE SAFETY GLASS UNLESS INDICATED OTHERWISE

1ST FLOOR

5AS

3' -

0"

4' -

0"

4' - 0"

7 ALL SIDES

7 10

1/4

"

7

11

10

12

2STL

8"

7' -

2"

5' - 2"

9

3AS

9

5' -

0"

2' -

0"

2' -

0"

EQ EQ

7

8

106" 3' - 0"

222

7

8

10

7

4AS

3' - 0" 3' - 0" 3' - 0" 2' - 10 1/2" 2' - 4" 2' - 3" 3' - 2"

9

2' -

0"

4' -

11"

2' -

1"

2 2 2 2 2 2

14

13

7

10

4 7/8"

5' - 0"

7' -

2"

8"

6STL

9

7STL

4' - 10"

7' -

2"

8"

9

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWNO=^

j

alloI=co^jb=^ka

cfkfpe=p`ebarib

^ka=abq^fip

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

^PKM

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

NO SCALE

j^kbrsbofkd=`ib^o^k`b=^q=allop

NO SCALE

pqbbi=co^jb=pb`qflkp

6" = 1'-0"A3.0

qvmf`^i=fkqboflo=to^m

eb^aL=g^j_N

DOOR SCHEDULE

NUMBER

DOOR FRAME

NOTESTYPE SIZE (NOMINAL) MATL LOUVER GLAZING TYPE TYPE NUMBER SECTIONSHEAD

DETAIL JAMB DETAIL

101 F 3'-0"x7'-0"x1-3/4" WD -- -- STL 2 A 1 1

102 F 3'-0"x7'-0"x1-3/4" WD -- -- STL 2 A 1 1

104 F 3'-0"x7'-0"x1-3/4" WD -- -- STL 2 A 1 1

105 F 3'-0"x7'-0"x1-3/4" WD -- -- STL 2 A 1 1

106 N 3'-0"x7'-0"x1-3/4" WD -- 1 STL 1 A 1 1

107 F 3'-0"x7'-0"x1-3/4" WD -- -- STL 2 A 1 1

108 N 3'-0"x7'-0"x1-3/4" WD -- 1 STL 1 A 1 1

109 F 3'-0"x7'-0"x1-3/4" WD -- 1 STL 2 A 1 1

110A F 3'-0"x7'-0"x1-3/4" WD -- 1 STL 6 A 1 1 1

110B FG 3'-0"x7'-0"x1-3/4" WD -- 1 STL 1 A 1 1 1

112A F 3'-0"x7'-0"x1-3/4" WD -- 1 STL 7 A 1 1

112B E1 3'-0"x6'-10-3/4"x2" ALUM -- 1 AS 4 --- * *

113 E1 3'-0"x6'-10-3/4"x2" ALUM -- 1 AS 3 --- * *

NO SCALE

allo=qvmbp

FINISH SCHEDULE

NUMBER NAME FLOOR BASE

WALLS

WAINSCOT CEILING NOTESNORTH EAST SOUTH WEST

101 OPERATIONS MANAGER C-TILE RB PT PT PT PT ACP

102 ENGINEER C-TILE RB PT PT PT PT ACP

103 PROGRAM MGR. C-TILE RB PT PT PT PT ACP

104 OPEN OFFICE C-TILE RB PT PT PT PT ACP

105 ENGINEER C-TILE RB PT PT PT PT ACP

106 KITCHENETTE VT RB PT PT PT PT ACP

107 ADMIN. PROJ. ANALYST C-TILE RB PT PT PT PT ACP

108 CIRCULATION C-TILE RB PT PT PT PT ACP

109 CONFERENCE ROOM C-TILE RB PT PT PT PT ACP

110 WAITING VT RB PT PT PT PT ACP

111 LOBBY VT RB PT PT PT PT ACP

112 CIRCULATION VT RB PT PT PT PT ACP

113 HUDDLE ROOM C-TILE RB PT PT PT PT ACP

NO SCALE

co^jb=qvmbp

3" = 1'-0"A3.0 A3.0

abq^fiT 6" = 1'-0"A3.0 A3.0

abq^fiU

NOTES:

1. COORDINATE DOOR, FRAME, AND HARDWARE REQUIREMENTS WITH OWNER PROVIDED ACCESS CONTROLS

* REFER TO FRAME TYPES AND DETAILS ON THIS DRAWING

3" = 1'-0"A3.0 A3.0

abq^fiNM

NO SCALE

co^jb=qvmbp

REVISIONS

DATE DESCRIPTION

`^pbtloh=dbkbo^i=klqbp

A. UNLESS INDICATED OTHERWISE, ALL COUNTERTOP(S):• 2’-10” AFF• 2’-1” DEEP• SOLID SURFACE• BACKSPLASHES: 4” HIGH AT ALL SIDES AND BACK

B. UNLESS INDICATED OTHERWISE, ALL BASE CABINET(S):• 2’-0” DEEP NOMINAL• TOE KICKS: 4” HIGH AND 3” DEEP

D. BUILT-IN EQUIPMENT: SIZE OPENING (HEIGHT, WIDTH, AND DEPTH) AND ROUGH-INREQUIREMENTS AS REQUIRED BASED ON APPROVED MANUFACTURER SUBMITTED.

E. ALL SHELVES: ADJUSTABLE UNLESS INDICATED OTHERWISE.

F. PROVIDE FINISH END PANELS AT ALL EXPOSED CASEWORK ENDS.

G. LOCKS: ALL CABINETS SHALL BE LOCKING.

REPRESENTED BY n

APPLIES TO DRAWINGS A8.1

hbvklqbp

1. NIC

2. REMOVEABLE PLASTIC LAMINATE PANEL. REFER TO SECTION 7/A8.1

3. FINISHED PLASTIC LAMINATE END PANEL

4. UNDERCOUNTER UTILITY BRACE

5. MONITOR AND MONITOR ARM, NIC

6. KNEESPACE

7. SSM COUNTERTOP WITH EASED EDGE AND APRON

8. 2X WD LEDGER ANCHOR AT EACH STUD

9. 2 1/2"x2 1/2"x .185 STL ANGLE BRACKET CENTERED BETWEEN DEAL TRAY (6/A8.1),LAVATORIES (7/A8.1) & AT OPEN ENDS, 4'-0" MAX

10. 1X WD BACKER SCREW-ATTACHED TO STL BRACKET

11. CONT 1X2 WD BLOCKING W/ BRACKETS FOR Z CLIPS

12. 2 1/2"x2 1/2"x .185 STL ANGLE APRON CARRIER CONT

13. 4" SSM BACKSPLASH

14. FINISHED END PANEL BEYOND

15. 4" DIAMETER SPEAK HOLE

16. DEAL TRAY

17. CASH BOX, NIC

18. 1/2" ALUMINUM REVEAL

19. REMOVEABLE HARDWOOD VENEER PLYWOOD PANEL, 4'-0" WIDE, REFER TO SECTION6/A8.1

20. MONITOR AND MONITOR ARM, NIC

21. ALL-GLASS GLAZING SYSTEM

22. GROMMET

23. BULKHEAD

24. CFSF-S

25. HSS 3"x3"x1/4" POST WITH 3"x1/2"x7" BASEPLATE WITH (2) 1/2" DIAMETER SCREWANCHORS (3" EMBED) AT GA END AND AT 4'-0" OC MAX

26. CPU HOLDERS, NIC

2' -

10"

2' -

6"

24

23

26

4

11

19

10

9

5

25

16

7

15

21

12

7

2' - 6" 3' - 3"

FILLER

2' - 10 1/2"

3' - 3"2' - 6"

1

2

2' - 6" 2' - 6"

2' -

10"

33

4

6

6

A8.1

2' -

6"

6

A8.1

2' -

10"

2' -

6"

26

5

15

4

MAX

6"

2' -

10"

MA

X T

O R

IM

2' -

3"

MIN 8" MIN

9"

MIN

LIF

TIN

G C

LE

AR

AN

CE

2' - 0"

10

2

8

11

914

7

12

13

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWNO=^

j

`^pbtloh

bibs^qflkp=^ka

pb`qflkp

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

^UKN

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

1" = 1'-0"A2.0 A8.1

pb`qflk=J=`rpqljbo=pbosf`b=`lrkqboS 1/4" = 1'-0"

bibs^qflkN

1/4" = 1'-0"

bibs^qflkO

1/4" = 1'-0"

bibs^qflkQ

1/4" = 1'-0"

bibs^qflkR

1/4" = 1'-0"

bibs^qflkP

3/4" = 1'-0"A8.1

^``bppf_ib=pfkh=_^pbT

REVISIONS

DATE DESCRIPTION

101102103

105

107

109

106

AP

104

108

125110

112

111

113

5 5 5 5

2 3

3

UNO

4 7/8"

1

2 3

4

UNO

4 7/8"

1

obcib`qba=`bfifkd=mi^k=ibdbkaAPPLIES TO DRAWINGS A9.1

REFER TO M, E & FP DRAWINGS FOR REFLECTED CEILING PLAN SYMBOLS NOT INDICATED BELOW

A101

nn'-nn"

SPACE NUMBER

CEILING HEIGHT, AFF UNO

2'-0" x 2'-0" LAY-IN ACOUSTICAL CEILINGPANELS IN SUSPENDED GRID

AP ACCESS PANEL

obcib`qba=`bfifkd=mi^kLabq^fi=dbkbo^i=klqbp

A. ALL CEILING HEIGHTS SHALL BE 10'-0" AFF UNLESS INDICATED OTHERWISE.

B. DRAWINGS INDICATE GRID LAYOUT DIAGRAMMATICALLY. REFER TO SPECIFICATIONSFOR SPECIFIC GRID LAYOUT CRITERIA AT PERIMETER CONDITIONS THAT MAY DIFFER FROMGRID LAYOUT INDICATED ON DRAWINGS.

C. CENTER CEILING MOUNTED ITEMS WITHIN CEILING PANELS, UNLESS INDICATEDOTHERWISE.

D. IF ADDITIONAL SPRINKLER HEADS ARE REQUIRED TO SATISFY CODE OR COVERAGEDENSITIES (OTHER THAN THOSE THAT MAY BE INDICATED), PROVIDE ADDITIONALSPRINKLER HEADS AT NO ADDITIONAL COST AND OBTAIN APPROVAL OF ARCHITECT FORLOCATION OF SUCH HEADS, IF ANY.

INTERIOR WALL/PARTITION TO UNDERSIDEOF DECKWITH OPENING

INTERIOR WALL/PARTITION 4" MIN ABOVEHIGHEST ADJACENT CEILING. IF NECESSARYTO ACHIEVE RESULTS DESIRED, EXTENDWALL HEIGHT SO WALL BRACING IS NOTEXPOSED TO VIEW IN FINISHED SPACES

WITH OPENING

EXISTING TO REMAIN, VERIFY VERTICALEXTENTS WHERE THE HEIGHT IMPACTS THEWORK

REPRESENTED BY n

APPLIES TO DRAWINGS A9.1

obcib`qba=`bfifkd=mi^k=hbvklqbp

1. CFSF-S

2. 5/8" GYP BD, TERMINATE 4" ABV FIN CLG

3. FIN CLG: FINISH AND/OR HEIGHT AFF VARIES

4. GYP BD: EXTEND FULL HEIGHT, UNLESS INDICATED OTHERWISE

5. BULKHEAD AT EXTERIOR WINDOW - REFER TO DETAIL 1/A9.1

6. WOOD SHIM

7. BACKER ROD AND SEALANT

8. ALUMINUM-FRAMED STOREFRONT

9. ETR VERTICAL BLINDS

10. BULKHEAD DETAIL TO ACCOMODATE SUPPLY REGISTER

11. GYP BD

12. METAL EDGE MOLDING

13. CEILING SYSTEM, REFERENCE RCP GENERAL NOTE A FOR CEILING HEIGHT

10" 4 7/8"

2"

MIN6"

1

A9.1

1

9

10

11

12

13

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWNP=^

j

Npq=cillo=obcib`qba

`bfifkd=mi^k

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

^VKN

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

REVISIONS

DATE DESCRIPTION

1/8" = 1'-0"A3.0 A9.1

Npq=cillo=obcib`qba=`bfifkd=mi^kNNO SCALE

_riheb^a=abq^fip

1" = 1'-0"A9.1

abq^fi=J=_riheb^a=^q=buqboflo=tfkaltP

REF.

VL3066LDF

VL3066LDF

VL3060DDF

JSIVS78TKJSI

JSIVS78TKJSI

JSIVL1678SOJSI

JSIVL1678SOJSI

JSIVL2448ELRJSI

JSIVL2448ELRJSI

JSIVL3066RDFJSI

JSIVL3066RDFJSI

OPERATIONSMANAGER

101

ENGINEER

102

KITCHENETTE

106

HUDDLE ROOM

113

LOBBY

111

ADMIN. PROJ.ANALYST

107

ENGINEER

105

CUSTOMERSERVICE

125

WAITING

110

PROGRAMMGR.

103

OPEN OFFICE

104

CONFERENCEROOM

109

CIRCULATION

112

CIRCULATION

108

A8.1

A8.1

1

2

A8.1

5

A8.1

4

A8.1

3

C

AOMMONW

EAL TH O F

V

IRGIN

I

A TRCH I T EC

ANTHONY J. BELL III

Lic. No. 009147

^o`efqb`qp

POMM=kloclih=pqobbqI=of`ejlkaI=s^=OPOPM

melkb=EUMQF=TVQJTRRR===c^u=EUMQF=PRRJRSVM

jlpbibv

K`lj

PROJECT NO: DATE:

RLNNLOMNU=VWNNWNP=^

j

Npq=cillo

crokfpefkdp=mi^k

of`

ejlka=`

fqv=e^ii=J=prfqb=NNR=obkls^qflkp

cb=OKN

563103 MAY 11, 2018

of`

ejlka=`

fqv=e^ii

`fqv=lc=of`ejlkaI=sfodfkf^

k 1/8" = 1'-0"

Npq=cillo=crokfpefkdp=mi^k

REVISIONS

DATE DESCRIPTION

X24 X29X27 X30

X23 X24 X29X27 X30

HUDDLE ROOM

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

107

CIRCULATION

104

106

CIRCULATION

104

109

CIRCULATION

108

112

LOBBY

111

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

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

1

2

" DOMESTIC HW & CW DN TO

GROUND FLOOR. REFER TO

GROUND FLOOR PLAN THIS

SHEET FOR CONTINUATION

1"

1

2

"

1

2

" DOMESTIC HW& CW UP TO

FIRST FLOOR. REFER TO

FIRST FLOOR PLAN THIS

SHEET FOR CONTINUATION

1

2

"

EXISTING WATER HEATER

2" SANITARY WASTE DN DN TO

GROUND FLOOR. REFER TO

GROUND FLOOR PLAN THIS

SHEET FOR CONTINUATION

3"

2" SANITARY WASTE UP TO

FIRST FLOOR. REFER TO

FIRST FLOOR PLAN THIS

SHEET FOR CONTINUATION

2" - ROUTE HIGH AS POSSIBLE

COORDINATE WITH EXISTING

BUILDING SERVICES

SCALE: NONE

1

s

t

F

L

3

"

3

"

P

-

1

3

"

P

-

1

1

s

t

F

L

E

X

I

S

T

W

H

1

2

"

SCALE: NONE

A

A

V

PLUMBING PIPING MATERIALS

SYSTEM MATERIAL STANDARD REMARKS

DOMESTIC WATER, BELOW GROUND, 3" AND SMALLERTYPE K COPPER ASTM B88 NOTES 1 & 2

DOMESTIC WATER, ABOVE GROUND TYPE L COPPER, INSULATEDASTM B88 NOTE 1

PIPING INSULATION - COLD WATER1" FIBERGLASS, ASJ

PIPING INSULATION - HOT WATER1" FIBERGLASS, ASJ

SANITARY WASTE , ABOVE GROUNDNO-HUB CAST IRON CISPI 301 NOTES 4 & 5

SANITARY VENT, ABOVE GROUNDPVC - SOLID CORE ASTM F1488 NOTE 6

SANITARY WASTE & VENT, BELOW GROUNDPVC - SOLID CORE ASTM F1488 NOTE 6

GENERAL NOTES:

A. THROUGH PENETRATION ASSEMBLIES AT RATED WALLS SHALL BE COMPATIBLE WITH PIPING MATERIALS.

B. SUPPLY PIPING SHALL CONFORM TO THE REQUIREMENTS OF NSF 61.

C. PIPE AND FITTINGS FOR A GIVEN SYSTEM SHALL BE PROVIDED BY A SINGLE MANUFACTURER.

REMARKS:

1. INSTALL PIPING USING WROUGHT OR CAST FITTINGS AND SOLDER JOINTS USING 95-5 TIN-ANTIMONY SOLDER.

2. USE CONTINUOUS LENGTH OF ANNEALED COPPER COIL FOR PIPING LOCATED BELOW SLAB-ON-GRADE CONSTRUCTION.

3. PROVIDE PIPING SYSTEM WITH MECHANICAL JOINTS.

4. PROVIDE NO-HUB COUPLINGS, CISPI 310.

5. PIPE SHALL BARE THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND SHALL BE LISTED BY NSF INTERNATIONAL.

6. SOLVENT CEMENT AND PRIMER SHALL COMPLY WITH REQUIREMENTS FOR LOW VOC CONTENT.

7. USE DRAINAGE PATTERN FITTINGS WITH PIPING 1-1/2" OR LARGER.

PLUMBING FIXTURE/SPECIALTIES SCHEDULE

MARK DESCRIPTION

SERVICE CONNECTIONS

MOUNTING

HEIGHT

REMARKS

WASTE VENT CW HW

REMARKS:

1. MOUNTING HEIGHT IS TO FLOOD LEVEL RIM OF FIXTURE UNLESS NOTED OTHERWISE.

2. SEE MANUFACTUROR'S INSTALLATION INSTRUCTIONS FOR BLOCKING REQURMENTS FOR MOUNTING SUPPORT BRACKETS.

3. PROVIDE POWER CONVERTOR FOR SENSOR OPERATED FLUSH-VALVES/FAUCETS.

4. PROVIDE SHUT-OFF VALVES FOR HOT AND COLD WATER CONNECTIONS FOR EACH FIXTURE.

5. PROVIDE SINK: ELKAY ECTSR15159BG; FAUCET: 1100-317VPABCP, 8" SPOUT, 4" WRIST BLADES, STRAINER, TAILPIECE, TRAP

System No. C-AJ-1380

CAJ 1

380

—

—

—

—

—

—

—

—

—

—

—

—

—

4A

C

CL

ASS IF IED

R

Classified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115

US ANSI/UL1479 (ASTM E814) CAN/ULC S115F Rating - 2 Hr F Rating - 2 Hr

T Rating - 0 Hr FT Rating - 0 Hr

L Rating At Ambient - Less Than 1 CFM/sq ft FH Rating - 2 Hr

L Rating At 400 F - 4 CFM/sq ft FTH Rating - 0 Hr

L Rating At Ambient - Less Than 1 CFM/sq ft

L Rating At 400 F - 4 CFM/sq ft

P-1A SINK - ACCESSIBLE 2" 1-1/2" 1/2" 1/2" COUNTER1, 2, 3, 4, 5

FLOOR PLAN - NEWWORK

P2.01

AR

CH

IT

EC

T

S

3200 N

OR

FO

LK

S

TR

EE

T, R

IC

HM

ON

D, V

A

23230

PH

ON

E (804) 794-7555 F

AX

(804)

355-5690

MO

SE

LE

Y

.C

OM

PROJECT

NO: DATE:

3/5/2018 4:15:35 P

M

CIT

Y H

AL

L R

EN

OV

AT

IO

NS

- F

IR

ST

F

LO

OR

S

UIT

E

11

5

563106

CIT

Y O

F R

IC

HM

ON

D

RIC

HM

ON

D, V

IR

GIN

IA

23219

900 E

AS

T B

RO

AD

S

TR

EE

T

REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

JOSEPH T. SMITH

Lic. No. 039588

R

E

E

N

I

G

N

E

LAN

O

I

S

S

E

F

O

R

P

05/11/18

MAY 11, 2018

AD

RD

S

M

S

#

12"Ø

22x12

CFM

CFM

UC

DG

TBC-4-2

T

M4.1M2.1

A

NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE IN INCHES AND

INDICATE INSIDE FREE AREA UNLESS NOTED OTHERWISE.

RISE IN ELEVATION OF HORIZONTAL DUCTWORK IN DIRECTION

OF AIRFLOW

DROP IN ELEVATION OF HORIZONTAL DUCTWORK IN

DIRECTION OF AIRFLOW

MANUAL VOLUME DAMPER (MVD)

MOTOR OPERATED DAMPER (MOD) W/ACCESS DOOR

FIRE DAMPER WITH ACCESS DOOR

MOTOR OPERATED SMOKE DAMPER W/ACCESS DOOR

COMBINATION FIRE/SMOKE DAMPER W/ACCESS DOOR

DUCT MOUNTED SMOKE DETECTOR W/ACCESS DOOR

ACCESS DEVICE - SEE SPECIFICATIONS

SUPPLY DUCT TURNING UP

RETURN DUCT TURNING DOWN

FLEXIBLE DUCT

FLEXIBLE DUCT CONNECTION

RETURN DUCT TURNING UP

SUPPLY DUCT TURNING DOWN

FLEXIBLE DUCT

SUPPLY DIFFUSER

RETURN GRILLE OR REGISTER

EXHAUST GRILLE OR REGISTER

THERMOSTAT

DOOR GRILLE

UNDERCUT DOOR

PLAN KEY NOTES

REVISION NOTES

RECTANGULAR DUCT

ROUND DUCT

FLAT OVAL DUCT

AIR DEVICE TAG

DETAIL OR SECTION NUMBER

SHEET ON WHICH DETAIL OR SECTION APPEARS

SHEET ON WHICH DETAIL OR SECTION IS CUT

AIRFLOW, CFM

AIR DEVICE TAG

S: SUPPLY

R: RETURN

E: EXHAUST

NECK SIZE

AHU-X

TB-4-X

UNIT NO.

UNIT NO.

FLOOR NO.

SINGLE LINE DUCTWORK SYMBOLS

22/12Ø

AIR DEVICE SYMBOLS

EQUIPMENT TAGS

S1 - 100

10"Ø - 12x12

DUCTWORK LEGEND

#

DOUBLE LINE DUCTWORK SYMBOLS

TERMINAL BOX (COOLING)

EQUIPMENT TYPE

NORMINAL SIZE

POINT OF CONNECTION - NEW TO EXISTING

REMOVE EXISTING TO THIS POINT

EXISTING PIPES/DUCTWORK TO REMAIN (ON SINGLE LINE DRAWINGS)

DEMOLITION LEGEND

REMOVE EXISTING PIPES/DUCTWORK (ON SINGLE LINE DRAWINGS)

EXISTING PIPES/DUCTWORK TO REMAIN (ON DOUBLE LINE DRAWINGS)

REMOVE EXISTING PIPES/DUCTWORK (ON DOUBLE LINE DRAWINGS)

EXISTING EQUIPMENT TO REMAIN

REMOVE EXISTING EQUIPMENT

PLAN KEYNOTES - DEMOLITION#

RL

RS

RVD

HWS

HWR

PD

END-OF-LINE CLEANOUT

CD

PUMPED CONDENSATE RETURN

HOT WATER SUPPLY

HOT WATER RETURN

AC CONDENSATE LINE

SAFETY OR RELIEF VALVE DISCHARGE PIPING

REFRIGERANT LIQUID

REFRIGERANT SUCTION

GATE VALVE (G.V.)

BALANCING VALVE - PLUG TYPE

BALL VALVE

PRESSURE REGULATING VALVE (FILL VALVE)

PRESSURE REDUCING VALVE (STEAM)

BUTTERFLY VALVE (B.F.V.)

MOTOR OP. BUTTERFLY VALVE

GLOBE VALVE (GL.V.)

MODULATING CONTROL VALVE - 2 WAY

MODULATING CONTROL VALVE - 3 WAY

SOLENOID VALVE

SWING CHECK VALVE (S.C.V.)

AUTOMATIC BALANCING VALVE

FLOW STATION

STRAINER WITHOUT BLOWDOWN VALVE

"Y" PATTERN STRAINER WITH BLOWDOWN VALVE

BASKET STRAINER

UNION

COMPANION FLANGE

PIPE CAP

PRESSURE/TEMPERATURE TEST PORT

STEAM TRAP

MANUAL AIR VENT

SAFETY OR RELIEF VALVE

PUMP

FLEXIBLE PIPING CONNECTION

ECCENTRIC REDUCER

PIPE TURNING DOWN

PIPE TURNING UP

TEE WITH BRANCH OFF TOP OF MAIN

TEE WITH BRANCH OFF BOTTOM OF MAIN

HVAC PIPING LEGEND

CO

M

S

MAV

TBH-4-X

UNIT NO.

FLOOR NO.

TERMINAL BOX HEATING

(SERVING CEILING PLENUM)

EQUIPMENT NO.

LOCATE DIFFERENTIAL PRESSURE SENSORS AT BRANCH

TAKE-OFFS FOR EACH FLOOR. TOTAL OF 18. LOCATE

PRIOR TO FIRST TERMINAL UNIT ON EACH FLOOR.

CONTROL POINT INDICATOR

INPUT OR OUTPUT (ANALOG IN)

DEVICE TYPE (TEMPERATURE SENSOR)

SINGLE-DUCT VAV TERMINAL BOX SCHEDULE

PRIMARY AIR HOT WATER HEATING COIL DATA SELECTION BASED ON

UNIT LOCATION AND TOTAL SP

AIR SIDE WATER SIDE

DESIGN HEATING REMARKS

NUMBER AREAS SERVED

MIN MAX EAT

IN. W.G.

CFM LAT SP IN GPM EWT LWT

REQ'D BTU/HR

MANUFACTURER MODEL NO.

CFM CFM °F °F WG °F °F

TB-3-1 CONFERENCE ROOM 7 175 440 55 0.7 220 89 0.2 0.5 180 150 6545 TRANE VCWF-06

TB-3-2 CUSTOMER SERVICE 290 720 55 0.7 360 85 0.2 0.5 180 150 9570 TRANE VCWF-08

TB-3-3 REAL ESTATE 145 360 55 0.7 180 92 0.2 0.5 180 150 5900 TRANE VCWF-06

TB-3-4 OFFICE 3 420 1045 55 0.7 525 85 0.2 1 180 150 13860 TRANE VCWF-10

TB-3-5 COLLECTIONS ROOM 8 105 260 55 0.7 130 99 0.2 0.5 180 150 5080 TRANE VCWF-05

TB-3-6 MAIL ROOM 100 250 55 0.7 125 100 0.2 0.5 180 150 4950 TRANE VCWF-05

TB-3-7 SERVICE DESK 100 250 55 0.7 125 100 0.2 0.5 180 150 4950 TRANE VCWF-05

TB-3-8 SERVICE DESK 120 300 55 0.7 150 96 0.2 0.5 180 150 5410 TRANE VCWF-05

AIR DISTRIBUTION DEVICE SCHEDULE

UNIT LOCATION SERVICE SHAPE MATERIAL FRAME FINISH COLOR

SELECTION BASED ON

REMARKS/

NUMBER

MANUFACTURER MODEL NO.

ACCESSORIES

G-1 CEILING SUPPLY 2'X2' ALUMINUM LAY-IN SELCTD BY ARCH PRICE ASPD1, 2, 3

G-2 CEILING TRANSFER 2'X2' ALUMINUM LAY-IN SELCTD BY ARCH PRICE 80 2

G-3 CEILING EXHAUST 12"X12" ALUMINUM SURFACE SELCTD BY ARCH PRICE 70D1, 3

1. PROVIDE WITH OPPOSED BLADE DAMPER

2. PROVIDE WITH 24x24 LAY-IN CEILING PANEL

3. PROVIDE WITH FACTORY SQUARE-TO-ROUND TRANSITION

MECHANICAL DUCTWORK AND PIPE INSULATION SCHEDULE

DW - DUCT WRAP WITH VAPOR BARRIER; BKT- DUCT INSULATION W/O VAPOR BARRIER

INSULATION FIELD

ITEMS SYSTEM LOCATION MATERIALTHICK APPLIED REMARKS

-NESS JACKET

SUPPLY AIR DUCT (COLD )

AC-3 COLD DECK

CEILING

PLENUM

DW 2" - 1

SUPPLY AIR DUCT (HOT)

AC-3 HOT DECK

CEILING

PLENUM

BKT 2" 1

REMARKS:

1. REFER TO PROJECT SPECIFICATION AND/OR SPECIFICATION NOTES ON DRAWINGS FOR PRODUCT MATERIAL INFORMATION,

AND INSTALLATION REQUIREMENTS.

SCHEDULES ANDDETAILS

M0.01

AR

CH

IT

EC

T

S

3200 N

OR

FO

LK

S

TR

EE

T, R

IC

HM

ON

D, V

A

23230

PH

ON

E (804) 794-7555 F

AX

(804)

355-5690

MO

SE

LE

Y

.C

OM

PROJECT

NO: DATE:

3/5/2018 4:15:35 P

M

CIT

Y H

AL

L R

EN

OV

AT

IO

NS

- F

IR

ST

F

LO

OR

S

UIT

E

11

5

563106

CIT

Y O

F R

IC

HM

ON

D

RIC

HM

ON

D, V

IR

GIN

IA

23219

900 E

AS

T B

RO

AD

S

TR

EE

T

REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

JOSEPH T. SMITH

Lic. No. 039588

R

E

E

N

I

G

N

E

LAN

O

I

S

S

E

F

O

R

P

05/11/18

MAY 11, 2018

X24 X29X27 X30

X23 X24 X29X27 X30

55/20

10"Ø

9

"

Ø

HV-7

HV-6

HV-8

22/6

20/7

15/7

9/7

18x10

22/7

7/5

10/8 6/8

HV-8

9/7

6/8

9/7

24/10

24/10

32/12

12/7

8/7

1

3

/

8

19"Ø H

22"Ø

H

1

7

"

Ø

16"Ø

H

16"Ø

C

8"Ø

HV-7

9"Ø

9"Ø

410

HV-7

10/8

HV-12

HV-8

HV-8

HV-6

17"Ø C

9"Ø

14"Ø C

6"Ø

6"Ø

12"Ø H

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

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

FLOOR PLAN -DEMOLITION

M1.01

AR

CH

IT

EC

T

S

3200 N

OR

FO

LK

S

TR

EE

T, R

IC

HM

ON

D, V

A

23230

PH

ON

E (804) 794-7555 F

AX

(804)

355-5690

MO

SE

LE

Y

.C

OM

PROJECT

NO: DATE:

3/5/2018 4:15:35 P

M

CIT

Y H

AL

L R

EN

OV

AT

IO

NS

- F

IR

ST

F

LO

OR

S

UIT

E

11

5

563106

CIT

Y O

F R

IC

HM

ON

D

RIC

HM

ON

D, V

IR

GIN

IA

23219

900 E

AS

T B

RO

AD

S

TR

EE

T

REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

JOSEPH T. SMITH

Lic. No. 039588

R

E

E

N

I

G

N

E

LAN

O

I

S

S

E

F

O

R

P

05/11/18

MAY 11, 2018

X24 X29X27 X30

X23 X24 X29X27 X30

55/20

10"Ø

9

"

Ø

HV-8

22/6

18x10

24/10

24/10

32/12

19"Ø H

22"Ø

H

1

7

"

Ø

16"Ø

H

16"Ø

C

8"Ø

HV-7

410

HV-7

10/8

HV-12

HV-8

17"Ø C

14"Ø C

12"Ø H

T

T T

T

T

T

T

T

T

14x10

12x10

8"Ø

6"Ø

10x8

10x10

8"Ø

6"Ø

10"Ø

8"Ø

8"Ø

6"Ø

12"Ø

14"Ø

10"Ø

8x8

14x10

6"Ø

6"Ø

6"Ø

10x8

8x8

6"Ø

6"Ø

8"Ø

6"Ø

10x10 10x10 10x1010x10

6"Ø

TB3-1

TB3-2

TB3-3

TB3-4

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

107

CIRCULATION

104

106

CIR

CU

LA

TIO

N

10

4

10

9

CIRCULATION

108

112

LOBBY

111

8"Ø

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

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

8"Ø

8"Ø

8"Ø

6"Ø

6"Ø

PLAN NOTES:

1. FIELD VERIFY EXISTING DUCT SIZES AND LOCATION.

2. ALL THE SUPPLY DUCTWORK UPSTREAM OF VAV BOXES SHALL BE HIGH

PRESSURE DUCTWORK.

3. THE NEW SUPPLY DUCTWORK DOWNSTREAM OF VAV BOXES SHALL BE

LOW PRESSURE DUCTWORK.

PLAN KEYNOTES:

PROVIDE VAV BOXES TO REPLACE THE EXISTING DUAL DUCT

MIXING BOXES. CONNECT BOXES TO THE EXISTING MAIN

COLD DECK DUCTWORK REUSING THE EXISTING TAPS AS

REQUIRED. CAP AND SEAL THE UNUSED COLD DUCT TAPS.

1

2

ADJUST RETURN AIR DAMPERS ABOVE THE CEILING AS

REQUIRED TO MAINTAIN THE CEILING PLENUM PRESSURE.

RETURN AIR LIGHT FIXTURES UTILIZED FOR RETURN AIR PATH

3

T

6"Ø

G-1

100

8"Ø

G-1

180

TYP OF 3

6"Ø

G-1

120

6"Ø

G-1

100

6"Ø

G-1

120

6"Ø

G-1

120

6"Ø

G-1

1208"Ø

G-1

215

10"Ø

G-1

300

TYP OF 3

TB3-5 TB3-6 TB3-7 TB3-8

TB3-5

TB3-6

TB3-7 TB3-8

G-2

250

16x10. FIELD VERIFY SIZE OF EXISTING DIFFUSER TO MATCH

EXISTING WALL OPENING

4

4

G-2

300

4

G-2

250

4

G-2

260

4

14x514x514x514x5 5 5 5 5

14x5 UP. CONNECT TO EXISTING DUCT LOCATED IN WALL. FIELD

VERIFY SIZE OF EXISTING DUCT TO MATCH EXISTING DUCT

5

FLOOR PLAN - NEWWORK - DUCTWORK

M2.01

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

JOSEPH T. SMITH

Lic. No. 039588

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MAY 11, 2018

X24 X29X27 X30

X23 X24 X29X27 X30

HUDDLE ROOM

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

107

CIRCULATION

104

106

CIRCULATION

104

109

CIRCULATION

108

112

LOBBY

111

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

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

TB3-4

TB3-3

TB3-2

TB3-1

1

1

2

" HWS&R DN TO

GROUND FLOOR. REFER TO

GROUND FLOOR PLAN THIS

SHEET FOR CONTINUATION

1

2

"

1

2

"

1"

1

2

"

1

2

"

1

1

2

"

HWS

HWR

HWS

HWR

1

2

"

1

2

"

HWS

HWR

1

1

2

" 1

1

2

"

1"

3

4

"

1

2

"

3"

1

1

2

" HWS&R UP TO

FIRST FLOOR. REFER TO

FIRST FLOOR PLAN THIS

SHEET FOR CONTINUATION

3

FLOOR PLAN - NEWWORK PIPING

M2.02

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PROJECT

NO: DATE:

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23219

900 E

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

JOSEPH T. SMITH

Lic. No. 039588

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05/11/18

MAY 11, 2018

QUADRAPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +18" AFF.

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +18" AFF.

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

DESCRIPTIONSYMBOL

WALL-MOUNTED LIGHT FIXTURE.

CEILING MOUNTED. DIRECTIONAL ARROWS INDICATED.

EXIT FIXTURE ON EMERGENCY POWER

LED FIXTURE.

MOUNT AT +48" AFF.

SINGLE POLE AND 3-WAY LIGHT SWITCH, RATED 120/277 VOLT, 20A.

SPECIAL EQUIPMENT RECEPTACLE, MOUNT AT +18" AFF.

JUNCTION BOX.

FIRE ALARM AUDIO/VISUAL ANNUNCIATOR, ## INDICATES STROBE CANDELA RATING.

CEILING MOUNTED.

OTHERWISE NOTED.

W - WALL MOUNTED, +54" AFF.

GFI - GROUND FAULT PROTECTED

SUBSCRIPT LETTER BESIDE SWITCH OR RECEPTACLE SYMBOL INDICATES THE TYPE AS FOLLOWS:

3R - WEATHER PROOF (NEMA 3R)

AFF - ABOVE FINISHED FLOOR

FOLLOW MOUNTING HEIGHTS INDICATED IN THE ELECTRICAL LEGEND UNLESS OTHERWISE NOTED ON THE

DRAWINGS. ADDITIONALLY, MEASURE ALL MOUNTING HEIGHTS FROM THE DEVICE CENTER-LINE UNLESS

VERIFY EXACT FEEDER LOCATIONS FOR MECHANICAL EQUIPMENT AFTER COMPLETION OF MAJOR

MECHANICAL WORK.

ALL EQUIPMENT CONNECTIONS ARE INDICATED IN THEIR APPROXIMATE LOCATIONS. VERIFY EXACT

LOCATIONS OF ALL CONNECTIONS WITH OTHER TRADES SUPPLYING EQUIPMENT TO AVOID CONFLICTS

AT INSTALLATION.

LOCATE ALL SWITCHES FOR LOCAL CONTROL OF LIGHTING ON STRIKE SIDE OF SINGLE

DOORS UNLESS OTHERWISE INDICATED.

ALL CONDUITS RUNS INDICATED ARE DIAGRAMMATIC. COORDINATE CONDUIT ROUTING IN ALL SPACES

WITH OTHER TRADES PRIOR TO ACTUAL INSTALLATION.

1.

2.

3.

4.

5.

6.

7.

PROVIDE AS-BUILT DRAWINGS INDICATING ACTUAL BRANCH CIRCUIT BREAKER ARRANGEMENT. ALSO

PROVIDE TYPE-WRITTEN PANELBOARD DIRECTORIES INDICATING ACTUAL BRANCH CIRCUIT BREAKER

PROVIDE SPECIFIC BREAKER ARRANGEMENT FOR THE PANELBOARDS WHEREVER PHYSICALLY POSSIBLE.

ARRANGEMENT.

WG - WIRE GUARD

##

UNO - UNLESS NOTED OTHERWISE.

GROUND FAULT PROTECTED DUPLEX RECEPTACLE, NEMA 5-20R,

MOUNT AT +18" AFF UNLESS NOTED OTHERWISE.

JUNCTION BOX LOCATION FOR TELEPHONE/DATA OUTLET MOUNTED 18" ABOVE

FINISHED FLOOR, UNLESS OTHERWISE NOTED OR REQUIRED BY SITE CONDITIONS.

MOUNT FLUSH IN FINISHED SPACES OR SURFACE IN UNFINISHED SPACES. ROUTE AN

EMPTY 3/4" CONDUIT WITH PULL STRING TO A POINT ABOVE AN ACCESSIBLE CEILING.

GFI

RECESSED POKE THROUGH FLOOR BOX. 2 HOUR RATED, REFER TO FIRE RATED POKE

THROUGH DETAIL, THIS SHEET.BASIS OF DESIGN HAS BEEN HUBBELL SYSTEM ONE.

PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDING

DEVICES/COVERS, ETC. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLATION.

3.88

Ø

[98.6]

12.11

307.6]

2.37

[60.2]

.25

[6.35]

3/4" E

MT

2.29

[58.2]

2X

.41

[10.4]

SCALE: NOT TO SCALE

UL CHARACTERISTICS

LISTING UL FILE NUMBER

OUTLET BOX E31999

FIRE RESISTANCE RR8429

FOR USE IN 1, 1

1

2

, 2, 3 OR 4 HOUR RATED REINFORCED FLOORS.

UL SPACING RESTRICTIONS: MINIMUM OF 2 FEET ON CENTER AND NOT

MORE THAN ONE UNIT PER 65 SQUARE FEET OF FLOOR AREA IN EACH

SPAN.

APPLICATION DATA:

MOUNTED IN 4 INCH CORED CONCRETE DIAMETER THROUGH HOLE.

FLOOR THICKNESS RANGE: 2

1

4

" TO 7"

NONESCALE:

· INSTALLS IN 4" CORE DRILL.

· UL LISTED FOR USE IN 1-4 HOUR RATED FLOORS.

STEP DOWN INSTALLATION CLIPS ALLOW THE FITTING TO BE INSTALLED

OR REMOVED FROM THE FLOOR ABOVE.

BARRIER EXPANDS DURING FIRE CONDITIONS TO

MAINTAIN THE FLOOR'S FIRE RATING.

ADJUSTABLE LOWER FIRE BARRIER ACCOMODATES CONCRETE FLOOR

THICKNESSES FROM 2-1/4" TO 7"

FEATURES DUAL 1" EMT CONDUIT TUBES FOR INCREASED CABLE

CAPACITY.

J

,

DUPLEX RECEPTACLE TO BE DEMOLISHED.

SPECIAL EQUIPMENT RECEPTACLE TO BE DEMOLISHED.

JUNCTION BOX TO BE DEMOLISHED.

J

DUPLEX RECEPTACLE TO REMAIN.

TELEPHONE/DATA EXISTING TO REMAIN.

SPECIAL EQUIPMENT RECEPTACLE TO REMAIN.

FACP

EXISTING FIRE ALARM PANEL TO REMAIN.

,

LED FIXTURE WIRED FROM LIFE-SAFETY PANELBOARD.

PP

POWER POLE POWERED FURNITURE CONNECTION PROVIDED WITH THE

FURNITURE SYSTEM. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLATION.

NOTES:

COMBINATION OCCUPANCY SENSOR/WALL SWITCH UNIT

N

G

H

DUAL-PASSIVE WITH MICROPHONICS (SOUND)

OCCUPANCY SENSOR WITH INTEGRAL SWITCHES

(SWITCHES TO ADJUST LIGHT LEVELS ONLY).

MANUFACTURED BY SENSORSWITCH OR

APPROVED SUBSTITUTE. MODEL SELECTED TO

COVER AREA.

BALLAST(S)/LAMP(S), TYP.

SCALE: NONE

1. LINE VOLTAGE WIRING SHALL BE #12 MIN., INSTALLED IN CONDUIT.

2. CONTROL WIRING SHALL BE AS RECOMMENDED BY LIGHTING CONTROLLER MANUFACTURER, AND

SHALL BE INSTALLED IN CONDUIT.

3. FOR AREAS WITH THREE-WAY SWITCHING OR DIMMING CONNECT CONTROLLER(S) TO LINE SIDE OF

SWITCHES.

4. PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION.

5. WIRE AS PER MANUFACTURER'S SPECIFICATIONS.

NOTES:

CEILING MOUNTED OCCUPANCY SENSOR

N

G

H

DUAL-PASSIVE WITH MICROPHONICS (SOUND)

CEILING MOUNTED OCCUPANCY SENSOR.

MANUFACTURED BY SENSORSWITCH OR

APPROVED SUBSTITUTE. MODEL SELECTED TO

COVER AREA.

BALLAST(S)/LAMP(S), TYP.

SCALE: NONE

TERMINATE CONCEALED ABOVE

ACCESSIBLE CEILING WITH NYLON

BUSHING

FINISHED CEILING

FINISHED FLOOR

SLAB

1-1/2" CONDUIT MINIMUM SIZE

WALL/PARTITION FACE

2.5" DEEP 2-GANG OUTLET BOX WITH

SINGLE GANG PLASTER RING

WALL/PARTITION CAVITY

(1)1-1/2" CONDUIT FOR DATA/AV

CONNECTION BY OTHERS.

(1) 1" CONDUIT FOR POWER WIRING.

NOTE: ALL NEW WORK

ABOVE CEILING SHALL BE

PLENUM RATED

NO SCALE

6"

6"

F

1. LINE VOLTAGE WIRING SHALL BE #12 MIN., INSTALLED IN CONDUIT.

2. CONTROL WIRING SHALL BE AS RECOMMENDED BY LIGHTING CONTROLLER MANUFACTURER, AND

SHALL BE INSTALLED IN CONDUIT.

3. FOR AREAS WITH THREE-WAY SWITCHING OR DIMMING CONNECT CONTROLLER(S) TO LINE SIDE OF

SWITCHES.

4. PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION.

5. WIRE AS PER MANUFACTURER'S SPECIFICATIONS.

PROJECT INFORMATION

USE GROUP: B

CONSTRUCTION TYPE: 1A

FLOOD PLAIN: NO

FULLY SPRINKLERED BUILDING

· OWNER - DPW

900 E. Broad Street, Richmond, VA 23219

· Engineer - Lu+Smith Engineeers (CONTACT: DAWEN LU)

(804)925-2600, [email protected],

5243 Hickory Park Dr., Ste C., Glen Allen, VA 23059

ALL METALLIC CONDUITS SHALL TERMINATE WITH INSULATED THROAT CONNECTORS OR PLASTIC BUSHINGS TO PROTECT WIRING INSULATION

BEFORE WIRING IS PULLED IN.

ALL CABLING NOT IN RACEWAYS OR ARMORED SHALL BE PLENUM RATED.

ALL WIRE IN CONDUIT FILL SIZING SHALL BE BASED UPON THE USE OF TYPE OF WIRE AND INSULATION USED PER NEC.

TYPE AC AND ACL ARMORED CABLE MAY BE USED FOR BRANCH CIRCUITS SERVING SERVICES WITHIN INTERIOR PARTITIONS AND EXTERIOR

WALLS. INSTALLATION SHALL CONFORM WITH ARTICLE 320 OF THE NEC.

ALL CONDUCTORS SHALL BE SOLID COPPER. ALL CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS.

BRANCH CIRCUIT WIRING INSULATION FOR POWER AND LIGHTING SHALL GENERALLY BE TYPE THW OR THWN.

GROUNDING CONDUCTORS SHALL BE INSTALLED WHEREVER WIRING IS INSTALLED IN ALL RACEWAYS. NO EXCEPTIONS!

PVC RACEWAYS SHALL BE ALLOWED BELOW FLOOR SLAB AND SITE ELECTRICAL ONLY. PVC NOT ALLOWED ABOVE FINISHED FLOOR OR

FINISHED GRADE.

FLEXIBLE LIQUID-TIGHT CONDUIT SHALL BE USED FOR CONNECTIONS TO ALL MOTORS, DRY-TYPE TRANSFORMERS AND ANY EQUIPMENT WHERE

REQUIRED BECAUSE OF VIBRATION OR RELATIVE MOTION. ALL RACEWAYS SHALL BE CONCEALED WHEREVER POSSIBLE. CONDUIT SHALL BE

THE SIZE REQUIRED FOR THE CONDUCTORS BUT IN NO CASE SHALL IT BE SMALLER THAN 3/4 INCH TRADE SIZE.

WIRE AND CABLE (600 VOLTS AND BELOW)

D.

E.

C.

B.

A.

H.

G.

F.

A NYLON PULL CORD SHALL BE INSTALLED IN ALL CONDUITS IN WHICH CONDUCTORS ARE NOT INSTALLED. A 10 INCH MINIMUM LENGTH OF THE

CORD SHALL EXTEND OUT OF EACH END OF THE CONDUIT.

CONDUIT MAY BE RUN EXPOSED IN MECHANICAL EQUIPMENT AND UTILITY SPACES. ELSEWHERE, IT SHALL BE CONCEALED ABOVE CEILINGS, IN

SHAFTS, AND IN FURRED SPACES.

IN GENERAL, CONDUITS 2 INCHES OR LARGER, AND CONDUIT IN FLOOR SLABS SHALL BE HEAVY WALL RIGID TYPE. THE MINIMUM SIZE CONDUIT

USED SHALL BE 3/4 INCH. LARGER SIZES SHALL BE USED PER FILL REQUIRED BY THE NATIONAL ELECTRICAL CODE.

RACEWAYS SHALL BE INSTALLED AS A COMPLETE SYSTEM AND SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, UNLESS NOTED OTHERWISE.

RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY CONNECTED TO ALL BOXES AND FITTINGS. RACEWAYS AND BOXES SHALL BE

SUPPORTED FROM STRUCTURAL STEEL AND NOT SUPPORTED FROM THE CEILING GRID OR ROOF DECKING PER NEC. DEFLECTION AND

EXPANSION COUPLINGS SHALL BE USED WHEN RACEWAYS CROSS EXPANSION JOINTS.

RACEWAYS AND FITTINGS

E.

D.

C.

B.

A.

ALL WIRING THAT IS REQUIRED TO BE INSTALLED IN RACEWAY SHALL BE ELECTRICAL METALLIC TUBING (EMT), SUBJECT TO THE RESTRICTIONS

OF THE NEC. INTERMEDIATE METAL CONDUIT (IMC), (HOT DIP GALVANIZED) SHALL BE USED IN LOCATIONS EXPOSED TO THE WEATHER. THE

USE OF TYPE MC CABLE SHALL BE LIMITED TO LIGHTING AND RECEPTACLE BRANCH CIRCUITS, AS ALLOWABLE BY THE NEC. ALL HOMERUNS TO

PANELBOARDS SHALL BE IN CONDUIT. TERMINATE TYPE MC CABLE OUTSIDE OF ELECTRICAL ROOM AND TRANSITION TO CONDUIT BEFORE

ENTERING ELECTRICAL ROOM.

C. THE FIRE ALARM CONTRACTOR SHALL FURNISH THE QUANTITY OF DOCUMENTS

REQUIRED BY THE AUTHORITY HAVING JURISDICTION OF P.E. DESIGNED, SEALED AND

SIGNED FIRE ALARM PLANS.

A. THE FIRE ALARMS CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT. ALL

INFORMATION SHALL BE PROVIDED ON THE PLANS PER THE REQUIREMENTS OF

AUTHORITY HAVING JURISDICTION.

B. THE FIRE ALARM SYSTEM IS EXISTING AND SHALL BE EXTENDED AND ADJUSTED TO

THE NEW LAYOUT WITHIN THE LIMITS OF WORK. BECAUSE OF THE LIMITED FIRE ALARM

INSTALLATION, THIS PROJECT DOES NOT CONTAIN ANY BOOK FIRE ALARM

SPECIFICATIONS. THE FOLLOWING SHALL BE A PART OF THE FIRE ALARM WORK, BUT IS

NOT LIMITED TO:

1. PROVIDE ADDITIONAL FIRE ALARM DEVICES AS INDICATED ON PLANS

2. CONNECT FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM INITIATING

AND NOTIFICATION CIRCUITS.

3. PROVIDE COMPLETE WIRING TO ALL NEW FIRE ALARM DEVICES.

4. PROVIDE COMPLETE BATTERY CALCULATIONS AS IT RELATES TO THE EXTENSION

OR ADDITION TO THE EXISTING NEW FIRE ALARM SYSTEM.

5. PROVIDE VOLTAGE DROP CALCULATIONS.

6. INSTALLATION SHALL BE IN COMPLIANCE WITH BASE BUILDINGS FIRE ALARM

SYSTEM MANUFACTURERS INSTRUCTIONS.

D. THE FIRE ALARM CONTRACTOR SHALL PROVIDE TO THE ARCHITECT/ENGINEER, A RECORD

SET OF APPROVED SHOP DRAWINGS FROM THE AUTHORITY HAVING JURISDICTION WHICH

COMPLY WITH THE VUSBC AND NFPA 72.

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP INPUT VOLTS MOUNTING NOTES

NO. WATTS TYPE WATTS

A 2X2 LINEAR LEDCOOPER 22AC-A-LD4-44-UNV-L835

1 44 LED 44 277 RECESSED NOTE 2

B 2X4 LINEAR LEDCOOPER 24AC-A-LD4-55-UNV-L835

1 55 LED 55 277 RECESSED NOTE 2

C 2X4 LINEAR LEDCOOPER 4WSNLED-LD4-44SL-F-UNV-L835-CD1-U

1 44 LED 44 277 SURFACE CEILING NOTE 2

D LED DOWNLIGHTCOOPER H2750ICAT-ML5606827

1 20 LED 20 120 RECESSED NOTE 2

- - - - - - - - - - -

NOTE 1

X EXIT SIGN SURE-LITES APX7-R 1 3 LED 3 277 CEILING SEE PLAN

FOR DIRECTION

REMARKS:

1.PROVIDE FACES AND ARROWS AS NECESSARY

2. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION.

3. NOT USED.

Xref 053-BDR.dwg

LEGEND, SCHEDULEAND DETAILS

E0.01

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PH

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PROJECT

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23219

900 E

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

DAWEN LU

Lic. No. 035702

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LAN

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05/11/18

MAY 11, 2018

"G" LEVEL

MEZZ LEVEL

5TH FLOOR

10TH FLOOR

15TH FLOOR

PENTHOUSE

20A/1P

20A/1P

25A/3P

100A/3P

100A/3P

100A/3P

100A/3P

100A/3P

150A/3P

EMERGENCY LIFE SAFETY LOADS

PANEL

"ELS15"

(4)2/0, 1#2GND., 2"C.

EMERGENCY LIFE SAFETY LOADS

PANEL

"ELS10"

(4)2/0, 1#2GND., 2"C.

EMERGENCY LIFE SAFETY LOADS

PANEL

"ELS5"

(4)1/0, 1#3GND., 2"C.

EMERGENCY LIFE SAFETY LOADS

PANEL

"ELSM"

EMERGENCY LIFE SAFETY LOADS

PANEL

"ELSG"

(4)1/0, 1#6GND., 2"C.

(4)3, 1#8GND., 1-1/4"C.

LIFE SAFETY

ATS-LS

400A/3P

400A/3P

(2)SETS (4)3/0, #3GND., 2" C FROM

EXISTING GENERATOR

DISTRIBUTION PANELBOARD

400A/3P

(2)SETS (4)3/0, #3GND., 2" C FROM "MSB-1"

NO SCALE

NOTES:

A. ALL CONNECTIONS SHOWN ARE EXISTING TO REMAIN FOR

REFERENCE ONLY.

Xref 053-BDR.dwg

PARTIAL EMERGENCYONE-LINE DIAGRAM

E0.02

AR

CH

IT

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3200 N

OR

FO

LK

S

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T, R

IC

HM

ON

D, V

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23230

PH

ON

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AX

(804)

355-5690

MO

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PROJECT

NO: DATE:

3/5/2018 4:15:35 P

M

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563106

CIT

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D, V

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23219

900 E

AS

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

DAWEN LU

Lic. No. 035702

R

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LAN

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05/11/18

MAY 11, 2018

2000A

3P

MAIN SWITCHBOARD "MSB-1"

4000A, 277/480-VOLT

800A

3P

300A

3P

600A

3P

400A

3P

BU

SD

UC

T 'A

' - 2000A

MAIN SWITCH 'MSS-1'

4000A

100KAIC

TO EXISTING LOADS

PANEL

"DR4A"

400-AMP

PANEL

"L4A"

225-AMP

PANEL

"L4D"

"G" LEVEL

2ND-3RD FLOORS

4TH FLOOR

UPPER FLOORS

PANEL

"R4A"

100-AMP

PANEL

"R4B"

100-AMP

PANEL

"R4C"

100-AMP

PANEL

"R4D"

100-AMP

NO SCALE

XFMR

480-120/208V

"TR4"

112.5KVA

100A/3P

100A/3P

150A/3P

TO DOMINION XFMR

175A

3P

"NDLGB"

800A, 277/480-VOLT

XFMR

"TG2"

112.5KVA

"DRGB"

400A, 120/208-VOLT

400A

3P

175A

3P

"DLGA"

600A, 277/480-VOLT

600A

3P

XFMR

"TG2"

112.5KVA

200A

3P

"DRGA"

400A, 120/208-VOLT

400A

3P

200A

3P

PANEL

"L1C"

200A

3P

PANEL

"L1D"

200A

3P

PANEL

"L1A"

200A

3P

PANEL

"L1B"

PANEL

"R1A"

200A

3P

PANEL

"R1B"

200A

3P

PANEL

"R1C"

200A

3P

PANEL

"R1G"

RATED 22,000AIC

1ST FLOORS

200A

3P

PANEL

"RGA"

PANEL

"RGA1"

GENERAL NOTES:

A. ALL CONNECTIONS SHOWN ARE EXISTING TO REMAIN FOR

REFERENCE ONLY UNLESS NOTED OTHERWISE.

PANEL

"R2B"

EXISTING

EXISTING

EXISTING EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTINGEXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

60/3

PANEL

"R1GA"

RATED 22,000AIC

NEW

NOTES:

PROVIDE NEW 30-POLE, 120/208-VOLT, 3-PHASE, 4-WIRE,

60-AMP MAIN LUG ONLY PANELBOARD. REFER TO PANEL

SCHEDULES FOR MORE INFORMATION.

1

1

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PARTIAL ONE-LINEDIAGRAM

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DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

DAWEN LU

Lic. No. 035702

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MAY 11, 2018

System No. C-AJ-1388

SECTION A-A

1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed

of any UL Classified Concrete Blocks*. Max area of opening 224 sq in. with max dimension of 32 in.

See Concrete Blocks (CAZT) in the Fire Resistance Directory for names of manufacturers.

2. Conduit One or more nom 4 in diam (or smaller) steel electrical metallic tubing or steel conduit to be installed either concentrically or

eccentrically within the firestop system. The space between conduits or tubes shall be min 0 in. (point contact) to max 1/2 in. The annular

space between the conduit or tube and periphery of opening shall be min 0 in. (point contact) to max 2-3/4 in. Conduit or tube to be

rigidly supported on both sides of floor or wall assembly.

Conduit - Nom 4 in. diam (or smaller) steel electrical metallic conduit or steel conduit.

3. Fill, Void or Cavity Material*- Foam Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface

of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 Fire Foam

*Bearing the UL Classification Mark

A

Reproduced by HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc.

January 23, 2002

F RATING = 2-HR

T RATING = 0-HR

A

12

3

Hilti Firestop Systems

C

CL

ASS IF IED

R

Classified by

Underwriters

Laboratories, Inc.

to UL 1479 and

CAN/ULC-S115

US

System No. C-AJ-1226

SECTION A-A

A

Reproduced by HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc.

January 07, 2015Hilti Firestop Systems

1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³)

concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. (813 mm).

2. Metallic Sleeve — (Optional) Nom 32 in. (813 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or

wall assembly, flush with floor or wall surfaces or extending a max of 3 in. (76 mm) above floor or beyond both surfaces of wall.

2A. Sheet Metal Sleeve — (Optional) Max 6 in. (152 mm) diam, min 26 ga. galv steel provided with a 26 ga galv steel square flange spot

welded to the sleeve at approx mid-height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the

sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. (102 mm) below the bottom of the deck and a max of 1 in.

(25 mm) above the top surface of the concrete floor.

2B. Sheet Metal Sleeve — (Optional) - Max 12 in. (305 mm) diam, min 24 ga galv steel provided with a 24 ga galv steel square flange spot

welded to the sleeve at approx mid-height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the

sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. (102 mm) below the bottom of the deck and a max of 1 in.

(25 mm) above the top surface of the concrete floor.

3. Through-Penetrant — One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the firestop system.

The annular space between penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). Penetrant may

be installed with continuous point contact. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types

and sizes of metallic penetrants may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit.

F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT).

4. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a

permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as

required to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top

surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and

concrete or sleeve, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete or sleeve/ pipe penetrant interface

on the top surface of floor and on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as

Canada), respectively.

A

2

34B

3

14B

4A

C

CL

ASS IF IED

R

Classified by

Underwriters

Laboratories, Inc.

to UL 1479 and

CAN/ULC-S115

USANSI/UL1479 (ASTM E814)

CAN/ULC S115

F Rating — 3 HrF Rating — 3 Hr

T Rating — 0 HrFT Rating — 0 Hr

L Rating At Ambient — Less Than 1

CFM/sq ft

FH Rating — 3 Hr

L Rating At 400 F — 4 CFM/sq ftFTH Rating — 0 Hr

L Rating At Ambient — Less Than 1

CFM/sq ft

L Rating At 400 F — 4 CFM/sq ft

Hilti Firestop Systems

System No. W-L-1054

SECTION A-A

A

Reproduced by HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc.

January 23, 2015

A

1A3

2 1B

C

CL

ASS IF IED

R

Classified by

Underwriters

Laboratories, Inc.

to UL 1479 and

CAN/ULC-S115

USANSI/UL1479 (ASTM E814)

CAN/ULC S115

F Ratings —1 and 2 Hr (See Items 1 and 3) F Ratings — 1 and 2 Hr (See Items 1 and 3)

T Rating — 0 Hr FT Rating — 0 Hr

L Rating at Ambient — Less Than 1 CFM/sq ft FH Ratings —1 and 2 Hr (See Items 1 and 3)

L Rating at 400 F — Less Than 1 CFM/sq ft FTH Rating — 0 Hr

FTH Rating — 0 Hr

L Rating at Ambient — Less Than 1 CFM/sq ft L

Rating at 400 F — Less Than 1 CFM/sq ft

1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner

specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the

following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102

mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When

steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths

of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall

shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when

the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the

framing on all four sides.

B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness,

number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire

Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for

wood stud walls.

The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system.

The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or

tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on

both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both

surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall

be applied at the pipe wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as

Canada), respectively.

Hilti Firestop Systems

System No. W-L-1206

SECTION A-A1. Wall Assembly — The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in

the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following

construction features:

A. Studs — "C-T" shaped studs 1-5/8 in. (41 mm) wide by 2-1/2 in. (64 mm) deep, fabricated from 25 MSG galv steel, spaced max 24

in. (610 mm) OC.

B. Gypsum Board* — One layer of nom 1 in. (25 mm) thick, 24 in. (610 mm) wide gypsum liner and one or two layers of nom 5/8 in. (16

mm) thick, 4 ft. (1.27 m) wide gypsum board with square or tapered edges. The gypsum board types, number of layers, fastener type

and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 10-1/2 in. (267 mm).

1A. Wall Assembly — As an alternate to the above wall assembly, the 1 or 2 Hr fire rated gypsum board/stud wall assembly shall be

constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL

Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Steel studs to be min 2-1/2 in. (64 mm) wide and

spaced max 24 in. (610 mm) OC. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC.

B. Gypsum Board* — Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max diam

of opening is 10-1/2 in. (267 mm).

The hourly F, FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.

2. Metallic Sleeve — Max 10-1/2 in. (267 mm) diam cylindrical sleeve fabricated from min 0.016 in. (0.41 mm) thick (28 gauge) galv sheet

steel and having a min 1 in. (25 mm) lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall. Sleeve

installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil

to let it uncoil against the circular cutouts in the gypsum board layers. Sleeve may also be formed of No. 8 steel wire mesh having a min 1

in. (25 mm) lap along the longitudinal seam.

3. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system.

An annular space of min 0 in. (0 mm, point contact) to max 1-7/8 in. (48 mm) is required within firestop system. Pipe, conduit or tubing to

be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 8 in. (203 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 4 in. (102 mm) diam steel conduit.

D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Flexible Steel Conduit+ — Nom 2 in. (51 mm) diam (or smaller) flexible steel conduit.

See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Equipment Directory for names of manufacturers.

4. Firestop System — The firestop system shall consist of the following:

A. Packing Material — Min 1-5/8 or 2-1/4 in. (41 or 57 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed

into sleeve on one side of the wall as permanent form for 1 and 2 Hr walls, respectively. Packing material to be recessed from the

room side of wall to accommodate the required thickness of fill material. In alternate wall assembly, packing material to be flush with

either side of the wall and recessed from the other side of the wall to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material — Sealant* — Min 1-1/2 in. (38 mm) thickness applied within sleeve, flush with the surface of wall. At the

point contact location between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe/wall interface.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as

Canada), respectively.

+Bearing the UL Listing Mark

A

Reproduced by HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc.

January 22, 2015

A

3 2

4B

4A

1 4B3

2

4B

C

CL

ASS IF IED

R

Classified by

Underwriters

Laboratories, Inc.

to UL 1479 and

CAN/ULC-S115

USANSI/UL1479 (ASTM E814)

CAN/ULC S115

F Rating — 1 and 2 Hr (See Items 1 and 4) F Rating — 1 and 2 Hr (See Items 1 and 4)

T Rating — 0 Hr FT Rating — 0 Hr

FH Rating — 1 and 2 Hr (See Items 1 and

4)

FTH Rating — 0 Hr

2-HR RATED FIREWALL

PATH OF EGRESS

TENANT RENOVATIONS ON THE FOLLOWING FLOORS IN AN

EXISTING HIGH-RISE OFFICE BUILDING.

1ST FLOOR (2,500 SQ. FT)

THE BUILDING HAS A BUSINESS USE CLASS AND IS DESIGNED FOR

PROFESSIONAL OFFICES.

THIS BUILDING IS FULLY SPRINKLERED.

BUILDING DESCRIPTION

ELECTRICAL CODE

HANDICAPPED ACCESSIBILITY

BUILDING CODES

2012 VIRGINIA REHABILITATION CODE

2011 NATIONAL ELECTRICAL CODE (NEC)

AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES (ADAAG), JULY 23,

2004

X24 X29X27 X30

1/8" = 1'-0"

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DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

DAWEN LU

Lic. No. 035702

R

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LAN

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05/11/18

MAY 11, 2018

1/8" = 1'-0"

1/8" = 1'-0"

J

J

J

PP

PP

J

J

EXISTING PNL 'R1G'

EXISTING PNL 'R1G'

EXISTING PNL 'L1C'

EXISTING

PNL 'A1'

SP

SP

S

SP

SP

SP

SP

SP

SP

S

F

F

F

F

GENERAL NOTES

A. VERIFY ALL INFORMATION PRIOR TO ROUGH-IN.

B. A SITE SURVEY WAS CONDUCTED TO LOCATE ALL DEVICES AFFECTED BY THIS

SCOPE OF WORK, FIELD VERIFY ALL DEVICES AFFECTED DURING THIS SCOPE OF

WORK AND PROVIDE ALL WORK NECESSARY TO ACHIEVE A COMPLETE

INSTALLATION.

C. CONTRACTOR SHALL XRAY THE EXISTING FLOOR SLAB PRIOR TO CUTTING FOR

FLOOR BOX LOCATIONS TO VERIFY THAT NO EXISTING INFRASTRUCTURE WILL

BE DAMAGED.

D. CIRCUIT INFORMATION IS BASED ON EXISTING PANELBOARD DIRECTORY. FIELD

VERIFY EXISTING INFORMATION AND PROVIDE ALL CHANGES NECESSARY TO

MAINTAIN CONTINUITY TO ALL DEVICES/CONNECTIONS THAT ARE EXISTING TO

REMAIN.

E. DURING THE DEMOLITION PHASE, THERE HAVE (73) 2X4 FLUORESCENT FIXTURES

FOR A TOTAL OF 5,694-WATTS REMOVED. DURING THE NEW WORK PHASE,

THERE HAS BEEN (22) 2X4S AND (29)2X2S ADDED FOR A TOTAL OF 2486-WATTS

ADDED FOR A TOTAL OF 3208-WATTS REMOVED FROM EXISTING SERVICE.

PLAN KEY NOTES

EXISTING PANELBOARD IS LOCATED IN EXISTING TO BE DEMOLISHED

WALL. CONTRACTOR SHALL EXTEND/REROUTE EXISTING FEEDER

WIRING AND CONDUIT ALL EXISTING TO REMAIN CONNECTIONS TO

NEW LOCATION. FIELD VERIFY EXACT SIZE PRIOR TO DEMOLITION.

1

1

FLOOR PLAN -DEMOLITION

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(804)

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PROJECT

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

DAWEN LU

Lic. No. 035702

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05/11/18

MAY 11, 2018

X24 X29X27 X30

GENERAL NOTES

A. VERIFY ALL INFORMATION PRIOR TO ROUGH-IN.

B. FIELD VERIFY ALL DEVICES AFFECTED DURING THIS SCOPE OF WORK

AND PROVIDE ALL WORK NECESSARY TO ACHIEVE A COMPLETE

INSTALLATION.

C. CONTRACTOR SHALL XRAY THE EXISTING FLOOR SLAB PRIOR TO

CUTTING FOR FLOOR BOX LOCATIONS TO VERIFY THAT NO EXISTING

INFRASTRUCTURE WILL BE DAMAGED.

1/2" = 1'-0"

1/8" = 1'-0"

'RG1A'

'LGA'

'RGA'

'RGC'

'LGB'

'RGB'

'DRGA1'

'DLGA1'

'DLGA2'

'DRGA2'

'XFMR'

NO SCALE

BOXES 4-11/16" SQUARE

POWER JUNCTION BOX.

(2) 1" CONDUITS STUBBED

ABOVE ACCESSIBLE

CEILING

(TELE/DATA)

NONESCALE:

MINIMUM 3/4" FLEXIBLE

CONDUIT (POWER) & 1"

FLEXIBLE CONDUIT

CONNECTIONS (TELE/DATA)

TO SYSTEMS FURNITURE.

LENGTH AS REQUIRED.

SIDE VIEW

EXISTING/ NEW

WALL OR COLUMN

CONDUIT SIZE AS

REQUIRED FOR CIRCUITS:

REQUIRED. COORDINATE

WITH TENANT'S SYSTEMS

FURNITURE VENDOR.

ELEVATION VIEW

1 1/4" DIAMETER RUBBER LINED

GROMMET AT COVER PLATE.

FACE PLATE

Circuit 1 Hot

Circuit 1/2/3 Neutral

Circuit 1/2/3 Ground

Circuit 2 Hot

Circuit 3 Hot

Circuit 4 Hot

Circuit 4 Neutral

Circuit 4 Ground

CIRCUIT 1 (Hot)

CIRCUIT 1/2/3 (Neutral)

CIRCUIT 1/2/3 (Ground)

CIRCUIT 2 (Hot)

CIRCUIT 4 (Hot)

CIRCUIT 4 (Neutral)

CIRCUIT 4 (Ground)

SYSTEMS FURNITURE

INTERNAL WIRING

SYSTEMS FURNITURE BASE

FEED JUNCTION BOX

CONTRACTOR WIRING.

REFER TO POWER FLOOR

PLAN FOR CIRCUIT

NUMBERS.

DETAIL SYSTEMS FURNITURE

CIRCUIT 3 (Hot)

12" A

.F

.F

.

4 1/4" X 4 1/4" JB 4 1/4" X 4 1/4" JB

WIRING DIAGRAM NOTES:

· CONFIRM SYSTEMS FURNITURE WIRING CONFIGURATION WITH TENANT'S

SYSTEMS FURNITURE VENDOR.

· CIRCUITS 1,2,3 MUST BE IN A-PHASE, B-PHASE, C-PHASE ROTATION.

PLAN KEY NOTES

WALL INFEED POWER CONNECTION FOR SYSTEMS FURNITURE.

BASIS OF DESIGN HAS BEEN 8-WIRE SYSTEM. REFER TO DETAIL

THIS SHEET FOR MORE INFORMATION. PROVIDE ALL COMPONENTS

NECESSARY FOR A COMPLETE INSTALLATION.

WALL INFEED DATA CONNECTION FOR SYSTEMS FURNITURE.

PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE

INSTALLATION.

EXISTING PANELBOARD IS LOCATED IN EXISTING TO BE

DEMOLISHED WALL. CONTRACTOR SHALL EXTEND/REROUTE

EXISTING FEEDER WIRING AND CONDUIT ALL EXISTING TO REMAIN

CONNECTIONS TO NEW LOCATION. FIELD VERIFY EXACT SIZE

PRIOR TO DEMOLITION.

E.C. SHALL RE-FEED EXISTING AUTOMATIC DOOR OPENER. E.C.

SHALL REFER TO EXISTING NAMEPLATE FOR MORE INFORMATION.

E.C. SHALL PROVIDE JUNCTION BOX WITH 1" CONDUIT TO ABOVE

CEILING ACCESS SPACE FOR DOOR CONTROLS (PROVIDED BY

OWNER).

1

2

HUDDLE ROOM

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

ADMIN. PROJ.

ANALYST

107

CIRCULATION

104

KITCHENETTE

106

CIRCULATION

104

CONFERENCE

ROOM

109

CIRCULATION

108

WAITING

110

CIRCULATION

112

LOBBY

111

JSIVS78TKJSI

JSIVS78TKJSI

JSIVL1678SOJSI

JSIVL1678SOJSI

JSIVL2448ELRJSI

JSIVL2448ELRJSI

JSIVL3066RDFJSI

JSIVL3066RDFJSI

J

J

J

J

J J

+42"/GFCI

+42"/GFCI

J J

(E) PNL 'R1G'

EXISTING PNL 'R1G'

EXISTING PNL 'L1C'

(RELO)

PNL 'A1'

R1G-2,4,6,8

R1GA-1

3

3

R1GA-3

R1GA-5

NEW

PNL

'R1GA'

R1GA-7

R1GA-9

R1GA-2

R1GA-4

R1GA-6

R1GA-11

R1GA-13

R1GA-8

R1GA-10

R1GA-12

R1GA-15

R1GA-17R1GA-19

R1GA-21

R1GA-23

1

2

1

2

2

1

2

1

4

4

J

J

R1GA-25

5

5

5

PANELBOARD SCHEDULE L1C EDPLS

125 AMP MLO 480 Y / 277 V 3PH 4 W MOUNT: RECESSED PANEL ASSEMBLY RATED: 35 KAIC

CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC

1

50/3 EXIST EXISTING WATER HEATER

- - - - - 10 12 2 20/1 EXIST EXISTING LTG 2.2 - - - - -

3 - - - - - 10 12 4 20/1 EXIST EXISTING LTG 2.2 - - - - -

5 - - - - - 10 12 6 20/1 EXIST EXISTING LTG 2.2 - - - - -

7 20/1 (4)#12, (1)#12 GND, 3/4"C TERMINAL BOXES SUITE 115 - - - - - 0.8 2.8 8 20/1 EXIST EXISTING LTG 2.0 - - - - -

9 20/1 - SPARE - - - - - - 2.0 10 20/1 EXIST EXISTING LTG 2.0 - - - - -

11 20/1 - SPARE - - - - - - 2.0 12 20/1 EXIST EXISTING LTG 2.0 - - - - -

13 20/1 - SPARE - - - - - - 2.0 14 20/1 EXIST EXISTING LTG 2.0 - - - - -

15 20/1 - SPARE - - - - - - 2.0 16 20/1 EXIST EXISTING LTG 2.0 - - - - -

17 20/1 - SPARE - - - - - - 2.0 18 20/1 EXIST EXISTING LTG 2.0 - - - - -

19 20/1 - SPARE - - - - - - 2.0 20 20/1 EXIST EXISTING LTG 2.0 - - - - -

21 20/1 - SPARE - - - - - - 2.0 22 20/1 EXIST EXISTING LTG 2.0 - - - - -

23 20/1 - SPARE - - - - - - 2.0 24 20/1 EXIST EXISTING LTG 2.0 - - - - -

25 - - SPACE ONLY - - - - - - 2.0 26 20/1 EXIST EXISTING LTG 2.0 - - - - -

27 - - SPACE ONLY - - - - - - 2.0 28 20/1 EXIST EXISTING LTG 2.0 - - - - -

29 - - SPACE ONLY - - - - - - 2.0 30 20/1 EXIST EXISTING LTG 2.0 - - - - -

31 - - SPACE ONLY - - - - - - 2.0 32 20/1 EXIST EXISTING LTG 2.0 - - - - -

33 - - SPACE ONLY - - - - - - 2.0 34 20/1 EXIST EXISTING LTG 2.0 - - - - -

35 - - SPACE ONLY - - - - - - 2.0 36 20/1 EXIST EXISTING LTG 2.0 - - - - -

37 - - SPACE ONLY - - - - - - 2.0 38 20/1 EXIST EXISTING LTG 2.0 - - - - -

39 - - SPACE ONLY - - - - - - 2.0 40 20/1 EXIST EXISTING LTG 2.0 - - - - -

41 - - SPACE ONLY - - - - - - - 42 - - SPARE - - - - - -

- - - - - 31 A B C 125 41 - - - - -

LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 25 90 PHASE A AMPS

INTERIOR LTG 41 51 PHASE B KVA 24 87 PHASE B AMPS

EXTERIOR LTG - - PHASE C KVA 22 80 PHASE C AMPS

RECEPTACLES - - TOTAL CONNECTED KVA: 71

AC / HEAT PUMP - - LIGHTING FEEDER DEMAND = 125% PER 2011 NEC 210.19(A)(1) TOTAL DEMAND KVA: 82

ELECTRIC HEAT - - RECEPTACLE DEMAND LOAD PER 2011 NEC TABLE 220.44

KITCHEN: - -

MISC: 31 31 TOTAL CONNECTED AMPS: 86

25% OF LARGEST MOTOR (XXX, XX HP): - TOTAL DEMAND AMPS: 98

PANELBOARD SCHEDULE R1G FED FROM DRGB

250 AMP MLO 208 Y / 120 V PH 4 W MOUNT: SURFACE PANEL ASSEMBLY RATED: KAIC

CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC

1 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 2 20/1 (4)#12, (1)#12 GND, 3/4"C SYSTEMS FURNITURE - - 1.5 - - -

3 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 4 20/1 (4)#12, (1)#12 GND, 3/4"C SYSTEMS FURNITURE - - 1.5 - - -

5 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 6 20/1 (4)#12, (1)#12 GND, 3/4"C SYSTEMS FURNITURE - - 1.5 - - -

7 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 8 20/1 (4)#12, (1)#12 GND, 3/4"C SYSTEMS FURNITURE - - 1.5 - - -

9 20/1 EXISTING EXISTING - - 1.5 - - - 1.5 10 20/1 - SPARE - - - - - -

11 20/1 EXISTING EXISTING - - 1.5 - - - 1.5 12 20/1 - SPARE - - - - - -

13 20/1 EXISTING EXISTING - - 1.5 - - - 6.4 14

60/3

(4)#6, (1)#10 GND, 1"C

LOAD CENTER 'R1GA'

- - 4.4 - - 0.5

15 20/1 EXISTING EXISTING - - 1.5 - - - 4.9 16 - - 3.4 - - -

17 20/1 EXISTING EXISTING - - 1.5 - - - 6.6 18 - - 4.1 - - 1.0

19 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 20 20/1

EXISTING

EXISTING - - 1.5 - - -

21 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 22 20/1 EXISTING EXISTING - - 1.5 - - -

23 20/1 EXISTING EXISTING - - 1.5 - - - 3.0 24 20/1 EXISTING EXISTING - - 1.5 - - -

- - 18 - - - A B C - - 22 - - 1.5

LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 15 128 PHASE A AMPS

INTERIOR LTG - - PHASE B KVA 12 104 PHASE B AMPS

EXTERIOR LTG - - PHASE C KVA 14 117 PHASE C AMPS

RECEPTACLES 40 25 TOTAL CONNECTED KVA: 42

AC / HEAT PUMP - - LIGHTING FEEDER DEMAND = 125% PER 2011 NEC 210.19(A)(1) TOTAL DEMAND KVA: 27

ELECTRIC HEAT - - RECEPTACLE DEMAND LOAD PER 2011 NEC TABLE 220.44

KITCHEN: - -

MISC: 2 2 TOTAL CONNECTED AMPS: 116

25% OF LARGEST MOTOR (XXX, XX HP): - TOTAL DEMAND AMPS: 74

PANELBOARD SCHEDULE NEW PNL 'R1GA' FED FROM 'R1G'

60 AMP MLO 208 Y / 120 V PH 4 W MOUNT: SURFACE PANEL ASSEMBLY RATED: 22 KAIC

CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR WIRE SIZE LOAD ILTG ELTG REC MECH KIT MISC

1 20/1 (4)#12, (1)#12 GND, 3/4"C PROGRAM MNGR 103 - RECEPTS - - 1.1 - - - 1.3 2 20/1 (4)#12, (1)#12 GND, 3/4"C KITCHEN 106 - RECEPT - - 0.2 - - -

3 20/1 (4)#12, (1)#12 GND, 3/4"C ENGINEER 102 - RECEPTS - - 1.1 - - - 1.3 4 20/1 (4)#12, (1)#12 GND, 3/4"C KITCHEN 106 - RECEPT - - 0.2 - - -

5 20/1 (4)#12, (1)#12 GND, 3/4"C OPER. MNGR 101 - RECEPTS - - 0.9 - - - 1.9 6 20/1 (4)#12, (1)#12 GND, 3/4"C FRIDGE 106 - RECEPT - - 1.0 - - -

7 20/1 (4)#12, (1)#12 GND, 3/4"C ENGINEER 105 - RECEPTS - - 0.9 - - - 1.3 8 20/1 (4)#12, (1)#12 GND, 3/4"C COPIER 104 - RECEPT - - 0.4 - - -

9 20/1 (4)#12, (1)#12 GND, 3/4"C

CIRCULATION/KIT 104,106 - RECS

- - 0.5 - - - 0.9 10 20/1 (4)#12, (1)#12 GND, 3/4"C CIRCULATION 104 - RECEPT - - 0.4 - - -

11 20/1 (4)#12, (1)#12 GND, 3/4"C ADMIN ANALYST 107 - RECPTS - - 1.1 - - - 1.5 12 20/1 (4)#12, (1)#12 GND, 3/4"C COPIER 108 - RECEPT - - 0.4 - - -

13 20/1 (4)#12, (1)#12 GND, 3/4"C CONFERENCE 109 - RECEPTS - - 1.1 - - - 1.1 14 20/1 - SPARE - - - - - -

15 20/1 (4)#12, (1)#12 GND, 3/4"C

WAITING/CUST 110,125 - RECS

- - 0.5 - - - 0.5 16 20/1 - SPARE - - - - - -

17 20/1 (4)#12, (1)#12 GND, 3/4"C CUSTMR SER 125 - RECS - - 0.7 - - - 0.7 18 20/1 - SPARE - - - - - -

19 20/1 (4)#12, (1)#12 GND, 3/4"C CUSTMR SER 125 - RECS - - 0.7 - - - 0.7 20 20/1 - SPARE - - - - - -

21 20/1 (4)#12, (1)#12 GND, 3/4"C

LOBBY/HUDDLE 111,113 - RECS

- - 0.7 - - - 0.7 22 20/1 - SPARE - - - - - -

23 20/1 (4)#12, (1)#12 GND, 3/4"C AUTOMATIC DOOR OPENER - - - - - 1.0 1.0 24 20/1 - SPARE - - - - - -

25 20/1 (4)#12, (1)#12 GND, 3/4"C DOOR CONTROLS - - - - - 0.5 0.5 26 20/1 - SPARE - - - - - -

27 20/1 - SPARE - - - - - - - 28 20/1 - SPARE - - - - - -

29 20/1 - SPARE - - - - - - - 30 20/1 - SPARE - - - - - -

- - - - - - - - - - - - -

- - - - - - - - - - - - -

- - 9.4 - - 1.5 A B C - - 2.4 - - -

LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 5 41 PHASE A AMPS

INTERIOR LTG - - PHASE B KVA 3 29 PHASE B AMPS

EXTERIOR LTG - - PHASE C KVA 5 42 PHASE C AMPS

RECEPTACLES 12 11 TOTAL CONNECTED KVA: 13

AC / HEAT PUMP - - TOTAL DEMAND KVA: 12

ELECTRIC HEAT - - LIGHTING FEEDER DEMAND = 125% PER 2011 NEC 210.19(A)(1)

KITCHEN: - - RECEPTACLE DEMAND LOAD PER 2011 NEC TABLE 220.44

MISC: 2 2 TOTAL CONNECTED AMPS: 37

25% OF LARGEST MOTOR (XXX, XX HP): - TOTAL DEMAND AMPS: 35

FLOOR PLAN - NEWWORK POWER

E2.01

AR

CH

IT

EC

T

S

3200 N

OR

FO

LK

S

TR

EE

T, R

IC

HM

ON

D, V

A

23230

PH

ON

E (804) 794-7555 F

AX

(804)

355-5690

MO

SE

LE

Y

.C

OM

PROJECT

NO: DATE:

3/5/2018 4:15:35 P

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5

563106

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D, V

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23219

900 E

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REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

DAWEN LU

Lic. No. 035702

R

E

E

N

I

G

N

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LAN

O

I

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S

E

F

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05/11/18

MAY 11, 2018

HUDDLE ROOM

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

ADMIN. PROJ.

ANALYST

107

CIRCULATION

104

KITCHENETTE

106

CIRCULATION

104

CONFERENCE

ROOM

109

CIRCULATION

108

WAITING

110

CIRCULATION

112

LOBBY

111

OC

OC

OC

OC OC

1/8" = 1'-0"

OC

OC

OC

OC

OCOC

OC

A AE

A

A

A AE

A

AE

A

AE

AE

A

A

AE

A AE

AAE

AE AAAE

AE

X

X

X

X

X

X

X

X

X

X

D

D

AE A

A A

A A

CE

C

B

B

B B

BB B B

B

BE

BE

B

CE

C

C C

C

C

C

C

OC

1/8" = 1'-0"

HUDDLE ROOM

113

CUSTOMER

SERVICE

125

OPERATIONS

MANAGER

101

ENGINEER

102

PROGRAM

MGR.

103

ENGINEER

105

ADMIN. PROJ.

ANALYST

107

CIRCULATION

104

KITCHENETTE

106

CIRCULATION

104

CONFERENCE

ROOM

109

CIRCULATION

108

WAITING

110

CIRCULATION

112

LOBBY

111

JSIVS78TKJSI

JSIVS78TKJSI

JSIVL1678SOJSI

JSIVL1678SOJSI

JSIVL2448ELRJSI

JSIVL2448ELRJSI

JSIVL3066RDFJSI

JSIVL3066RDFJSI

30

15

30

95

30

60

30

30

30

30

30

PLAN KEY NOTES

E.C. TO WIRE EXIT LIGHTS AND EMERGENCY LIGHTS AHEAD OF LOCAL

SWITCHING AND CONTROLS.

E.C. TO REUSE EXISTING LIGHTING CIRCUIT SERVING THIS AREA.

1

GENERAL NOTES

A. VERIFY ALL INFORMATION PRIOR TO ROUGH-IN.

B. A SITE SURVEY WAS CONDUCTED TO LOCATE ALL DEVICES AFFECTED BY THIS SCOPE

OF WORK, FIELD VERIFY ALL DEVICES AFFECTED DURING THIS SCOPE OF WORK AND

PROVIDE ALL WORK NECESSARY TO ACHIEVE A COMPLETE INSTALLATION.

C. CONTRACTOR SHALL XRAY THE EXISTING FLOOR SLAB PRIOR TO CUTTING FOR FLOOR

BOX LOCATIONS TO VERIFY THAT NO EXISTING INFRASTRUCTURE WILL BE DAMAGED.

D. CIRCUIT INFORMATION IS BASED ON EXISTING PANELBOARD DIRECTORY. FIELD VERIFY

EXISTING INFORMATION AND PROVIDE ALL CHANGES NECESSARY TO MAINTAIN

CONTINUITY TO ALL DEVICES/CONNECTIONS THAT ARE EXISTING TO REMAIN.

E. DURING THE DEMOLITION PHASE, THERE HAVE (73) 2X4 FLUORESCENT FIXTURES FOR

A TOTAL OF 5,694-WATTS REMOVED. DURING THE NEW WORK PHASE, THERE HAS BEEN

(22) 2X4S AND (29)2X2S ADDED FOR A TOTAL OF 2486-WATTS ADDED FOR A TOTAL OF

3208-WATTS REMOVED FROM EXISTING SERVICE.

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

TB3-1

1

TB3-2

1

L1C-7

1

1

1

1

1

2

2

B

OC

OC

OC

B

OCOC

OC

OC

TB3-3

TB3-4

EXISTING PNL 'R1G'

EXISTING PNL 'L1C'

OC

FLOOR PLAN - NEWWORK LIGHTING

AND SYSTEMS

E2.02

AR

CH

IT

EC

T

S

3200 N

OR

FO

LK

S

TR

EE

T, R

IC

HM

ON

D, V

A

23230

PH

ON

E (804) 794-7555 F

AX

(804)

355-5690

MO

SE

LE

Y

.C

OM

PROJECT

NO: DATE:

3/5/2018 4:15:35 P

M

CIT

Y H

AL

L R

EN

OV

AT

IO

NS

- F

IR

ST

F

LO

OR

S

UIT

E

11

5

563106

CIT

Y O

F R

IC

HM

ON

D

RIC

HM

ON

D, V

IR

GIN

IA

23219

900 E

AS

T B

RO

AD

S

TR

EE

T

REVISIONS

DATE DESCRIPTION

Lu+SmithENGINEERS

5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059

p: 804.925.2600 f: 804.925.2170www.LSEngineers.net

PLANNORTH

DAWEN LU

Lic. No. 035702

R

E

E

N

I

G

N

E

LAN

O

I

S

S

E

F

O

R

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05/11/18

MAY 11, 2018