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pfqbSITE ADDRESS:900 E. BROAD STREETRICHMOND, VA. 23219
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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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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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C
AOMMONW
EAL TH O F
V
IRGIN
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A TRCH I T EC
ANTHONY J. BELL III
Lic. No. 009147
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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
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^MKO
563103 MAY 11, 2018
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`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
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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
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^PKM
563103 MAY 11, 2018
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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`
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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
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F R
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HM
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D
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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
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HM
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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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3200 N
OR
FO
LK
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TR
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T, R
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ON
D, V
A
23230
PH
ON
E (804) 794-7555 F
AX
(804)
355-5690
MO
SE
LE
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.C
OM
PROJECT
NO: DATE:
3/5/2018 4:15:35 P
M
CIT
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UIT
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11
5
563106
CIT
Y O
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ON
D
RIC
HM
ON
D, V
IR
GIN
IA
23219
900 E
AS
T B
RO
AD
S
TR
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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
R
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LAN
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05/11/18
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
AR
CH
IT
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S
3200 N
OR
FO
LK
S
TR
EE
T, R
IC
HM
ON
D, V
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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
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AT
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F
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11
5
563106
CIT
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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
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N
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N
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LAN
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F
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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
AR
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3200 N
OR
FO
LK
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T, R
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HM
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D, V
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23230
PH
ON
E (804) 794-7555 F
AX
(804)
355-5690
MO
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LE
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.C
OM
PROJECT
NO: DATE:
3/5/2018 4:15:35 P
M
CIT
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AT
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- F
IR
ST
F
LO
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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
DAWEN LU
Lic. No. 035702
R
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LAN
O
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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
EC
T
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3200 N
OR
FO
LK
S
TR
EE
T, R
IC
HM
ON
D, V
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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
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L R
EN
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AT
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- F
IR
ST
F
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UIT
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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
DAWEN LU
Lic. No. 035702
R
E
E
N
I
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N
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LAN
O
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S
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F
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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
Xref 053-BDR.dwg
PARTIAL ONE-LINEDIAGRAM
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23230
PH
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(804)
355-5690
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NO: DATE:
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563106
CIT
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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
R
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05/11/18
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"
Xref 053-BDR.dwg
DETAILS
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23230
PH
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(804)
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563106
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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
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
E1.01
AR
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3200 N
OR
FO
LK
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HM
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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
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LAN
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F
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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
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
P
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
P
05/11/18
MAY 11, 2018