5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 E0 · 2018. 9. 4. · 5243 hickory park dr.,...
Transcript of 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 E0 · 2018. 9. 4. · 5243 hickory park dr.,...
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
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DATE DESCRIPTION
Lu+SmithENGINEERS
5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059
p: 804.925.2600 f: 804.925.2170www.LSEngineers.net
DAWEN LU
Lic. No. 035702
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MAY 11, 2018
"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
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DATE DESCRIPTION
Lu+SmithENGINEERS
5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059
p: 804.925.2600 f: 804.925.2170www.LSEngineers.net
DAWEN LU
Lic. No. 035702
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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
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PARTIAL ONE-LINEDIAGRAM
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REVISIONS
DATE DESCRIPTION
Lu+SmithENGINEERS
5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059
p: 804.925.2600 f: 804.925.2170www.LSEngineers.net
DAWEN LU
Lic. No. 035702
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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
E0.04
AR
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OR
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PROJECT
NO: DATE:
3/5/2018 4:15:35 P
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900 E
AS
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REVISIONS
DATE DESCRIPTION
Lu+SmithENGINEERS
5243 HICKORY PARK DRIVE, STE CGLEN ALLEN, VA 23059
p: 804.925.2600 f: 804.925.2170www.LSEngineers.net
DAWEN LU
Lic. No. 035702
R
E
E
N
I
G
N
E
LAN
O
I
S
S
E
F
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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
S
TR
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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
SE
LE
Y
.C
OM
PROJECT
NO: DATE:
3/5/2018 4:15:35 P
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CIT
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AL
L R
EN
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- F
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F
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OR
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5
563106
CIT
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F R
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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
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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
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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