7TH
STR
EET
8TH
STR
EET
9TH
STR
EET
10TH
STR
EET
11TH
STR
EET
E LEIGH
STREET
E CLAY STR
EET
E MAR
SHALL STR
EET
E BRO
AD STR
EET
I-295
R360
I-95
R1R33
R250I-64
JAMES RIVER
R150
R76
I-95
R301
I-64
R60
LOCATION MAP
RICHMOND, VA
kk
C
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MON
WEA LTH OF
V
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A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
3200 N
OR
FO
LK
ST
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, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
MOSELEYARCHITECTS.COM
3200 NORFOLK STREET, RICHMOND, VA 23230
PHONE (804) 794-7555 FAX (804) 355-5690
MOSELEYARCHITECTS.COM
THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL.
IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.
VICINITY MAP LOCATION MAP
DRAWING INDEX
PROJECT NO: DATE:
8/20/2020
8/2
0/2
02
0 4
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PM
COVER
400
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JOHN MARSHALL COURTS SECURITY
IMPROVEMENTS400 N 9TH STREET
RICHMOND, VIRGINIA
PROJECT CODE:
BID SET - AUGUST 20, 2020
563122 AUGUST 20, 2020
STRUCTURAL
S1.1 GENERAL NOTES AND PARTIAL FLOOR FRAMING PLANS
S1.2 FRAMING SECTIONS
MECHANICAL
M0.1 LEGEND AND NOTES
M0.2 SCHEDULES
M0.3 DETAILS
M0.4 SPECIFICATIONS
M1.1 FIRST FLOOR DEMOLITION - HVAC
M1.2 FIRST FLOOR PLAN - HVAC
M2.1 FIRST FLOOR DEMOLITION - PIPING
M2.2 FIRST FLOOR PLAN - PIPING
M3.1 CONTROLS - MECHANICAL
ELECTRICAL
E0.1 LEGEND AND NOTES
E0.2 SCHEDULES
E0.3 DETAILS
E0.4 DETAILS
E0.5 DETAILS
E0.6 DETAILS
E1.1 FIRST FLOOR DEMOLITION - POWER
E1.2 FIRST FLOOR PLAN - POWER
E2.1 FIRST FLOOR PLAN - LIGHTING
E3.1 FIRST FLOOR PLAN - SYSTEMS
. COVER
LIFE SAFETY
LS1.1 LIFE SAFETY INFORMATION
ARCHITECTURAL
A0.1 GENERAL ARCHITECTURAL INFORMATION
A0.2 WALL/PARTITION TYPES, WALL JOINTS AND TERMINATIONS
A1.2.1 DEMOLITION PLAN - FIRST FLOOR
A2.1.0 OVERALL FIRST FLOOR PLAN
A2.1.1 FIRST FLOOR PLAN
A3.1.1 DOOR, FRAME AND GLAZING TYPES
A3.2.1 DOOR AND FRAME DETAILS
A4.1 BUILDING ELEVATIONS
A5.1.1 WALL SECTIONS
A7.1.1 ENLARGED PLANS AND DETAILS
A9.1 REFLECTED CEILING PLAN
A10.1 ROOF PLAN
SECURITY
SE1.1 DEMOLITION PLAN - SECURITY ELECTRONICS
SE2.0 OVERALL FLOOR PLAN - SECURITY ELECTRONICS
SE2.1 ENLARGED FLOOR PLANS - SECURITY ELECTRONICS
SE3.1 CAMERA SCHEDULES & DETAILS
LU+SMITH ENGINEERS, PLLC MECHANICAL, ELECTRICAL, PLUMBING
4924 DOMINION BLVD, SUITE A GLEN ALLEN, VA 23060
REVISIONS
DATE DESCRIPTION
LIFE SAFETY SYMBOL LEGENDAPPLIES TO LS SERIES OF DRAWINGS ONLY
SYMBOLS
1205
798 1280
798 1280
ROOM NUMBER
DIRECTION OF EGRESS
EGRESS LOAD CAPACITY
NUMBER OF OCCUPANTS
DIRECTION OF EGRESS
EGRESS LOAD CAPACITY
NUMBER OF OCCUPANTS
MAXIMUM TRAVEL DISTANCE
COMMON PATH OF TRAVEL
XXX'-X"
XXX'-X"
CPOT
CODE AND BUILDING DATA
APPLICABLE CODE:2015 VIRGINIA EXISTING BUILDING CODELEVEL 1 AND 2 ALTERATIONS
OCCUPANCY:EXISTING: A3 - ASSEMBLY/ B - BUSINESS, PROPOSED: A3 - ASSEMBLY/ B - BUSINESS (NO CHANGE TO EXISTING CLASSIFICATION)
ASSUMPTIONS: BASEMENT: 119 OCCUPANTSFIRST FLOOR: 285 OCCUPANTSSECOND FLOOR: 355 OCCUPANTSTHIRD FLOOR: 355 OCCUPANTS
CONSTRUCTION TYPE:IIA (ASSUMED)
GROSS RENOVATED AREA (LEVEL 2 ALTERATIONS):FIRST FLOOR LOBBY/VESTIBULE: 900 SF FIRST FLOOR TOTAL AREA: 28,540 SFRENOVATED AREA PERCENTAGE: 3.2%
MAIN LOBBY
03
CORRRIDOR
04
SECURITY LOBBY
02
SECURITY VESTIBULE
01
330 330
330
330
291
330
163 163
85'-0"
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JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
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3230
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LIFE SAFETY
INFORMATION
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1/16" = 1'-0"A3.2.1 LS1.1
FIRST FLOOR LIFE SAFETY OVERALL PLAN2
REVISIONS
DATE DESCRIPTION
A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL 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 A CONFLICT, 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 THE ARCHITECTURAL SERIES OF DRAWINGS AND/OR SPECIFICATIONS, OR IDENTIFIED OR COVERED BY DEFAULTS (e.g., SIZES, THICKNESS, SPACING, MATERIALS) IN THE SPECIFICATIONS MAY NOT BE ANNOTATED (NOTE OR KEYNOTED) ON THESE DRAWINGS.
C. ELEMENTS IDENTIFIED IN "LEGENDS" AND/OR "GENERAL NOTES" MAY NOT BE NOTED IN DETAILS, OR SECTIONS, AS THESE ELEMENTS ARE IDENTIFIED IN THE LEGENDS (e.g. FACE BRICK, CMU, WINDOWS)
D. REFER TO "ASSEMBLIES" FOR MATERIALS AND COMPONENTS THAT MAKE UP THAT PARTICULAR ASSEMBLY (e.g., EXTERIOR WALL ASSEMBLIES, ROOF ASSEMBLIES, AND FIRE-RATED ASSEMBLIES). ONCE A PARTICULAR ASSEMBLY HAS BEEN IDENTIFIED ON ONE DRAWING, THAT SAME ASSEMBLY GRAPHIC SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE THAT SAME ASSEMBLY AT THE SIMILAR LOCATION WHETHER THE ASSEMBLY GRAPHIC SYMBOL IS SHOWN OR NOT.
E. VERIFY ALL DIMENSIONS, INCLUDING DIMENSIONS ON STRUCTURAL DRAWINGS AND OTHER ARCHITECTURAL DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES.
ARCHITECTURAL GENERAL NOTES
k
KEYNOTES
ENLARGED PLAN OR WALL SECTION TITLE
1/4"=1'-0"
1
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 WALL
SECTION IS CUT
A2.1
A2.3
A2.6
ARCHITECTURAL GRAPHIC SYMBOL LEGEND
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., KEYNOTE NO. 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 OTHER
DESCRIPTIVE INFORMATION
REFER TO
A3.0.1 FOR
FINISH
SCHEDULE
REFER TO
A3.1.1 FOR
SCHEDULE
SPACE NAME
SPACE NUMBER
SQUARE FOOTAGE, IF INDICATED
BUILDING "PART" NUMBER
IN MULTI-PART BUILDING
SUPERVISOR'S
OFFICE
100 SF
A101
SPACE
DOOR
FIRE RATING IN MINUTES (IF INDICATED)
DOOR SUFFIX LETTER WHEN MORE
THAN ONE DOOR PER SPACE
SPACE NUMBER
A101C
60
STL
11
AW
11
AS
11
CW
11
LVR
11
GBLK
11
STEEL FRAME NUMBER
ALUMINUM WINDOW NUMBER
ALUMINUM STOREFRONT NUMBER
CURTAIN WALL NUMBER
LOUVER NUMBER
GLASS BLOCK NUMBER
JOINT
ELEVATION OR BUILDING SECTION TITLE1/4"=1'-0"
A
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
A2.0.1
A2.0.2
A2.0.3
PLAN TITLE
1/8"=1'-0"
DETAIL TITLE
1/2"=1'-0"
3
A5.2
DETAIL NUMBER OR LETTER
DRAWING NUMBER WHERE DETAIL IS INDICATED
DRAWING NUMBER WHERE DETAIL IS CUT
ADDITIONAL DRAWING NUMBERS WHERE DETAIL IS CUT
A5.1
A5.3
A5.7
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
WALL SECTION IS INDICATED
DETAIL OR ENLARGED PLAN WHERE CUT
DETAIL OR ENLARGED PLAN NUMBER
DRAWING NUMBER WHERE DETAIL
OR ENLARGED PLAN IS INDICATED
BUILDING SECTION WHERE CUT
INTERIOR OR EXTERIOR ELEVATION WHERE CUT
SECTION NUMBER
DRAWING NUMBER WHERE SECTION
IS INDICATED
ELEVATION NUMBER
DRAWING NUMBER WHERE ELEVATION IS INDICATED
MULTIPLE ELEVATIONS
1 CASEWORK TITLE1/4"=1'-0"
CASEWORK ELEVATION NUMBER
REFER TO A3.1.n
FOR TYPES
REFER TO A3.1.n
FOR TYPES
REFER TO A3.1.n
FOR TYPES
REFER TO A3.1.n
FOR TYPES
REFER TO A3.1.n
FOR TYPES
REFER TO A3.1.n
FOR TYPES
REFER TO A0.2
FOR LEGEND
SURFACE MOUNT FEC: TOP OF CABINET AT 4'-0" AFF
FEC
1T EQUIPMENT TYPE
INTERIOR ARCHITECTURAL WOODWORK (CASEWORK) ELEVATION
ROOF ASSEMBLY
FIRE-RATED ASSEMBLY
WALL ASSEMBLY
GLAZING/GLASS TYPES
PLAN NORTH (MAY DIFFER FROM POLAR NORTH)
RFAn
Xn
WAn
n
A8.1A8.3
58
9
10
MATCH LINE
WORKING POINT
DATUM POINT
CENTERLINE
REFER TO
A8.1.1 FOR
ELEVATIONS
REFER TO A10.1
FOR LEGEND
REFER TO LS1.1
FOR LEGEND
REFER TO A5.1.1
FOR LEGEND
REFER TO A3.1.n
FOR LEGEND
TOILET ASSEMBLYTAnREFER TO A7.1.1
FOR LEGEND
PLATE
WPT
CL
PL
REFER TO
A0.2 FOR
LEGEND SB=SMOKE BARRIER
SP=SMOKE PARTITION
IU=INCIDENTAL USEXn-XX
WALL PARTITION TYPE
FIRE RESISTANCE RATING
IN 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 LINE
WITH DESIGNATIONS
ARCHITECTURAL MATERIALS LEGEND
EARTH
POROUS FILL
CONCRETE
FACE BRICK
SPLIT-FACE BLOCK
CONCRETE
MASONRY UNIT
GROUTED SOLID
CONCRETE
MASONRY UNIT
NOTE: PROVIDE 100% SOLID, PLANT-CAST UNITS WHERE CORE HOLES WOULD BE VISIBLE WITHIN FINISH SPACE (E.G., WINDOW SILLS)
ARCHITECTURAL
PRECAST CONCRETE
BATT INSULATION
RIGID INSULATION
SPRAYED
POLYURETHANE
FOAM
WOOD SHIM
WOOD BLOCKING -
CONTINUOUS
FINISHED WOOD
PLYWOOD
GYPSUM BOARD /
SHEATHING
STONE
CAST STONE
MASONRY
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
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MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
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8/20/2020
8/2
0/2
02
0 3
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:13
PM
GENERAL
ARCHITECTURAL
INFORMATION
400
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563122 AUGUST 20, 2020
ARCHITECTURAL ABBREVIATIONS
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, THICK
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
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VDB VISUAL DISPLAY BOARD
VERT VERTICAL
VEST VESTIBULE
VFCT VINYL FREE COMPOSITION TILE
VFWC VINYL FREE WALLCOVERING
VR VAPOR RETARDER
VT VINYL TILE
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WIDE, WIDTH
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WCP WOOD CEILING PANEL
WD WOOD
WDW WINDOW
WP WATERPROOFING
WPT WORKING POINT
WSCT WAINSCOT
WSF WOOD SPORTS FLOORING
WT WEIGHT
WWF WELDED WIRE FABRIC
XPS EXTRUDED POLYSTYRENE
GYP GYPSUM
H HIGH
HB HOSE BIBB
HBD HARDBOARD
HDC HOLD DOWN CLIPS
HDNR HARDENER
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATINGS
HPFP HIGH PERFORMANCE FLOOR PAINT
HT HEIGHT
HVAC HEATING, VENTILATING, AIR CONDITIONING
ID INSIDE DIAMETER
IN INCH, INCHES
INCL INCLUDE, INCLUDING
INFO INFORMATION
INST INSTALLATION
INSUL INSULATION
INT INTERIOR
IRWC IMPACT RESISTANT WALL COVERING
IWB INTERACTIVE WHITE BOARD
JAN JANITOR
JCT JUNCTION
JT JOINT
L LENGTH/LONG
LAB LABORATORY
LAHJ LOCAL AUTHORITY HAVING JURISDICTION
LAM LAMINATE
LAV LAVATORY
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
MCM METAL COMPOSITE MATERIAL
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
MO MASONRY OPENING
MPS MANUAL PROJECTION SCREEN
MR MAP RAIL
MT MOUNT
MTD MOUNTED
MTL METAL
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
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OPNG OPENING
OPP HD OPPOSITE HAND
OVHD OVERHEAD
P-TILE PORCELAIN TILE
PC PRECAST
PERF PERFORATED, PERFORATION(S)
PERIM PERIMETER
PIP POURED IN PLACE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLWD PLASTIC LAMINATE WOOD
PLYWD PLYWOOD
PNL PANEL, PANELING
POLY POLYETHYLENE
PPS POWER PROJECTION SCREEN
PPT PRESSURE- OR 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
QSM QUARTZ SURFACING MATERIAL
QT QUARRY TILE
QTY QUANTITY
R RISER, RADIUS
R/W RIGHT OF WAY
RAD RADIUS
RAF RESILIENT ATHLETIC FLOORING
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REFG REFRIGERATOR
REINF REINFORCING, REINFORCE(D)
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 FEET / FOOT
SFRM SPRAYED FIRE RESISTANT MATERIAL
SHM SECURITY HOLLOW METAL
SHTG SHEATHING
SIM SIMILAR
SPEC SPECIFICATION
SPF SPRAYED POLYURETHANE FOAM
SPR SPRINKLER
SQ SQUARE
SQ FT SQUARE FEET / FOOT
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
SWM SECURITY WOVEN MESH / WOVEN ROD
A-PT ACCENT PAINT
ABS AIR BARRIER SYSTEM
ABV ABOVE
ACP ACOUSTICAL CEILING PANEL
ACT ACOUSTICAL CEILING TILE
ACW ALUMINUM CLAD WINDOW
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
AP ACCESS PANEL
APC ARCHITECTURAL PRECAST CONCRETE
ARC ABUSE RESISTANT COATING
AS ALUMINUM STOREFRONT
AUTO AUTOMATIC
AVG AVERAGE
AW ALUMINUM WINDOW
AWC ACOUSTICAL WALL COVERING
AWP ACOUSTICAL WALL PANEL
BD BOARD
BF BARRIER FREE (ADA or A117.1)
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
CEM CEMENT
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-PMT CONCRETE WITH PIGMENT
CONC-POL CONCRETE - POLISHED
CONC-SLR CONCRETE WITH SEALER / HARDENER
CONC-ST CONCRETE WITH STAIN
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CSMU CAST STONE MASONRY UNIT
CT CERAMIC TILE
CTSK COUNTERSINK, COUNTERSUNK
CU FT CUBIC FEET / FOOT
CUST CUSTODIAN / CUSTODIAL
CW ALUMINUM CURTAIN WALL
CWFD CEMENTITIOUS WOOD FIBER DECK
D DEPTH/DEEP
DBL DOUBLE
DEMO DEMOLITION
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
EQ EQUAL
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EX EXISTING
EXH EXHAUST
EXP EXPANSION
EXPC EXPOSED CONSTRUCTION
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
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, FEET
FTG FOOTING
FURN FURNITURE
FVC FIRE VALVE CABINET
FWC FABRIC WALL COVERING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GYPSUM BOARD
GB-AR GYPSUM BOARD - ABUSE RESISTANT
GB-IR GYPSUM BOARD - IMPACT RESISTANT
GB-S GYPSUM BOARD - SECURITY
GFRC GLASS FIBER REINFORCED CONCRETE
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS, GLAZING
GL-BLK GLASS BLOCK
GPM GALLONS PER MINUTE
GRT GROUT
GSFT GLAZED STRUCTURAL FACING TILE
GT GLASS TILE
GWT GLAZED WALL TILE
REVISIONS
DATE DESCRIPTION
OF OBSTRUCTION
REFER TO GENERAL NOTE 'C'
BRACE WALL AS
INDICATED, OR WHERE
NOT INDICATED, AS
APPROVED
BOTTOM
OF DECK
SEALANT SYSTEM: REFER TO
GENERAL NOTE 'C'
MAYVARY
MAYVARY
OBSTRUCTION MAY VARY (BEAM, JOIST, GIRDER, CHANNEL, DUCTWORK, PIPING)
HEAD-OF-WALL TERMINATION @ OBSTRUCTION
ENCASEMENT:
REFER TO GENERAL
NOTE 'C'
DO NOT SECURE
ENCASEMENT TO
WALL
CFSF-S W/ GYP BD IN LAYERS AS
REQUIRED TO MAINTAIN ASSEMBLY
RATING CONSISTENT WITH
WALL/PARTITION REQUIREMENTS
REFER TO APPLICABLE
GENERAL NOTE 'A' OR 'B'
BOTTOM
OF DECK
OR CAP
HEAD-OF-WALL TERMINATION @ NON-OBSTRUCTION
WALL/PARTITION
MAY VARY
BRACE WALL
AS INDICATED
OR WHERE NOT
INDICATED, AS
APPROVED
NON-RATED PANEL WALL
RATED/
NON-
RATED
CFSF/
PANELS
PANEL JOINT OR RATED
JOINT SYSTEM AT RATED
PANEL CONSTRUCTION
RATED
PANEL WALL
PANEL JOINT OR RATED
JOINT SYSTEM AT RATED
PANEL CONSTRUCTION
RATED PANEL WALL
WHERE OCCURS
CONTINUE RATED
CONSTRUCTION BETWEEN
INTERSECTION
NOTE:
RATED WALL SHADED FOR CLARITY THIS
DETAIL
CONTINUOUS 1/2" SEALANT
AND BACKER ROD
WALL ASSEMBLY VARIES
AIRSPACE
WALL ASSEMBLY AT
INTERIOR CORNER
WHERE OCCURS
TRANSITION MEMBRANE
WHERE JOINT OCCURS
IN CMU OR SHEATHING
FACE OF CMU OR
SHEATHING
FACE OF BACKUP
PANEL JOINT OR RATED
JOINT SYSTEM AT RATED
PANEL CONSTRUCTION
WHERE OCCURS
VENEER/
CAVITY
SUBSTRATE JOINT
WHERE OCCURS
WALL TYPE VARIES
PANEL
PANEL JOINT OR RATED
JOINT SYSTEM AT RATED
PANEL CONSTRUCTION
WHERE OCCURS
PANEL WALL
CFSF/
PANELS
PANEL JOINT OR RATED
JOINT SYSTEM AT RATED
PANEL CONSTRUCTION
WHERE OCCURS
CAVITY INSULATION
AND AIR BARRIER
COMPRESSIBLE FILLER
VENEER
SHEATHING WHERE
INDICATED
TERMINATIONS
WALL JOINTS
A. AT FIRE-, SMOKE-, AND ACOUSTICALLY RATED WALLS: SEAL ALL NON-OBSTRUCTED HEAD-OF-WALL CONDITIONS IN ACCORDANCE 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 PERPENDICULAR TO FLUTES) TO MAINTAIN ASSEMBLY RATING CONSISTENT WITH WALL/PARTITION REQUIREMENTS. BRACE WALL AS INDICATED 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’S RECOMMENDATIONS BASED ON CONDITION ENCOUNTERED ( E.G., CMU-TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES); 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 MAINTAIN ASSEMBLY 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 WITH WALL/PARTITION REQUIREMENTS.
TERMINATION GENERAL NOTES
A. PLAN DIMENSIONS ARE TO FACE OF WALL OR PARTITION. WHERE APPLIED FINISHES OCCUR-SUCH AS CERAMIC
TILE-DIMENSIONS ARE TO FACE OF APPLIED FINISH. FOR WAINSCOTS, FLOOR PLAN DIMENSIONS ARE TO FACE OF
WAINSCOT MATERIAL. APPLIED FINISHES ARE NOT ALLOWED TO REDUCE CLEAR DIMENSIONS. “APPLIED FINISHES”
IN THIS CASE DO NOT INCLUDE TRIM, BASE, AND ACOUSTIC WALL PANELS.
B. EXTEND WALL/PARTITION ASSEMBLY COMPONENTS FULL HEIGHT OF ASSEMBLY.
C. ALL INTERIOR CFSF PANEL PARTITIONS: P1 UNLESS INDICATED OTHERWISE.
D. THE TERMS “WALL” AND “PARTITION” MAY BE USED INTERCHANGEABLY THROUGHOUT THE CONTRACT DOCUMENTS.
E. EXTEND ALL FIRE-, SMOKE-, INCIDENTAL USE-, AND ACOUSTICAL-RATED WALLS/PARTITIONS TO UNDERSIDE OF
FLOOR DECK, ROOF DECK, STRUCTURAL ELEMENT ENCASEMENT OR SOLID CAP ABOVE.
• SEAL AND TERMINATE IN ACCORDANCE WITH JOINT SYSTEM TESTED ASSEMBLIES FOR RESPECTIVE 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. DO NOT CONNECT TIES, ANCHORS, OR REINFORCING TO SINGLE CANTILEVERED FIRE WALL OR BETWEEN
DOUBLE FIRE WALLS.
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. FINISHED SPACES: PROVIDE CHASES AROUND ALL EXPOSED VERTICAL COMPONENTS, INCLUDING BUT NOT
LIMITED TO: DUCTWORK, PIPING, AND CONDUIT, UNLESS COMPONENTS ARE SPECIFICALLY INDICATED TO
REMAIN EXPOSED. IF NOT OTHERWISE INDICATED, PROVIDE P3
• HOLD CHASES TIGHT TO COMPONENTS ALLOWING FOR ACCESS, INSULATION, AND TOLERANCES.
• EXTEND CHASES FROM FLOOR TO 4 INCHES MINIMUM ABOVE FINISH CEILING OR IF NO CEILING IS
INDICATED, EXTEND CHASES TO UNDERSIDE OF FLOOR DECK, ROOF DECK, OR SOLID CAP ABOVE AND
TERMINATE ACCORDINGLY.
N. PROVIDE BACKER BOARD/UNIT OF SAME THICKNESS INDICATED IN LIEU OF GYPSUM BOARD PANEL AT
PORTIONS OF WALLS/PARTITIONS TO RECEIVE TILE.
WALL/PARTITION TYPE GENERAL NOTES
PANEL WALL/PARTITION TYPESXnn
INFORMATIONMARK REMARKS
REPRESENTED BY
P1 ----
FIRE RATED
ASSEMBLY
(REFER TO LS 1.1 FOR LEGEND)
5/8" GYPSUM BOARD
6" CFSF-S; 600S162-43 STUDS
7 1/4"
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WALL/PARTITION
TYPES, WALL
JOINTS AND
TERMINATIONS
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REVISIONS
DATE DESCRIPTION
UP
UP
CR CR
CR
CR
CR
CR
EL
CR
●
CR
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
EL
EL
EL
EL
EL
CR
CR
CR
CR
1
1
8
8
7-8
7-8
76
5
5
4
4
3
3
2
2
AA
B
C
DD
6-7
5-6
5-6
3-4
3-4
2-3
2-3
1-2
1-2
A-8
4-5
4-5A-4
A-4
1
6
2
2
3
AREA 1 LIMITS OF DISTURBANCE
AREA 2 LIMITS OF DISTURBANCE
AREA 3 LIMITS OF DISTURBANCE
1
4
5
5
7
1. REMOVE BRICK BENCH. SALVAGE BRICK FOR RE-USE IN FLOOR.
2. REMOVE CURTAIN WALL AND ASSOCIATED SECURITY, FIRE PROTECTION, MECHANICAL,
AND ELECTRICAL COMPONENTS
3. REMOVE PORTION OF RAILING BETWEEN POSTS TO ACCOMODATE NEW STAIR WORK
4. REMOVE BRICK AS NECESSARY FOR LOCKER INSTALLATION. SALVAGE BRICK FOR RE-USE
IN FLOOR.
5. DASHED LINE INDICATES EXTENTS OF CEILING REMOVAL
6. REMOVE REVOLVING DOOR
7. EXISTING SECURITY EQUIPMENT TO REMAIN
REPRESENTED BY n
APPLIES TO DRAWINGS A1.2.1
DEMOLITION KEYNOTES
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DEMOLITION PLAN -
FIRST FLOOR
400
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abjlifqflk=mi^k=ibdbkaAPPLIES TO DRAWINGS A1.2.1
EXISTING PARTITION/ WALL/ ITEM TO REMAIN
REMOVE EXISTING PARTITION/WALL/ITEM
REMOVE EXISTING WINDOW ASSEMBLY AND
FRAMING, INCLUDING ANCHORS
REMOVE EXISTING DOOR AND FRAME ASSEMBLY INCLUDING DOOR HARDWARE, ANCHORS, AND THRESHOLD (WHERE OCCURS).
REMOVE EXISTING PLUMBING FIXTURE. REFER TO
PLUMBING DEMOLITION PLAN FOR ADDITIONAL
INFORMATION.
SALVAGE BRICK FLOORING AS NECESSARY FOR RE-
USE. REMOVE THE EXCESS BRICK. REMOVE SUBFLOOR
LAYERS TO STRUCTURAL HOLLOW CORE SLAB.
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN
REVISIONS
DATE DESCRIPTION
CR CR
CR
CR
CR
CR
EL
CR
●
CR
EL
EL
EL
EL
EL
CR
CR
CR
CR
M M
CR
CRCR
CR
CR
CR
CR
●
CR
CR
EL
EL
EL
ELEL
EL
EL
CR
EL
DAF
1
1
8
8
7-8
7-8
7
7
6
6
5
5
4
4
3
3
2
2
AA
BB
CC
DD
6-7
6-7
5-6
5-6
3-4
3-4
2-3
2-3
1-2
1-2
A-8
A-8
4-5
4-5A-4
A-4
A2.1.1
1
A2.1.1
2
A7.1.1
9
INFILL AREA WITH SALVAGED BRICK.
INSTALL FLUSH WITH EXISTING
FLOOR. TIE INTO PATTERN OF
EXISTING BRICK FLOOR.
PR
OV
IDE
MIR
RO
RE
D F
ILM
FU
LL H
EIG
HT
OF C
UR
TA
IN W
ALL
PR
OV
IDE
MIR
RO
RE
D F
ILM
FU
LL H
EIG
HT
OF C
UR
TA
IN W
ALL
HATCHED AREA NOT IN THE CONTRACT
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OVERALL FIRST
FLOOR PLAN
400
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1/8" = 1'-0"
OVERALL - FIRST FLOOR PLAN
REVISIONS
DATE DESCRIPTION
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6 A-8
A-8
SECURITY LOBBY
02
MAIN LOBBY
03
A7.1.1
10
A4.12
A4.1
1
2
A5.1.1
1
A5.1.1
05
03
04
05
AS
06
AS
02
AS
04
AS
03
AS
01
AS
3
A5.1.1
02
08
08
AS
06 01
2
12' -
0"
3
444
4
4
5
6
7
SECURITY VESTIBULE
01
07
AS
9
10
8
07
09
AS
11
11
11
11
12
5
1
11
AS
12
AS
10
AS
7' -
7 3
/4"
±
47' - 9 1/8" ±
135.00°
135.00°
09
AS
A. REUSE SALVAGED BRICK IN LOCATIONS WHERE WORK EXPOSES SUBFLOOR OR
STRUCTURE
FLOOR PLAN GENERAL NOTES
4
4
AA
BB
A-4
A-4
A7.1.1
12
6
CORRRIDOR
04
13
1. RE-LOCATE SECURITY EQUIPMENT, NIC (MAGNETOMETERS AND X-RAY MACHINE)
2. 36" HIGH STEEL RAILING W/ 36" WIDE GATE W/ ELECTRONIC LOCK
3. REMOVABLE STANCHIONS (NIC)
4. SHATTER RESISTANT FILM
5. AUTOMATIC DOOR PADDLE ACTUATOR
6. PROVIDE EMERGENCY EXIT DOOR ALARM HARDWARE (EXIT ONLY)
7. ELECTRONIC PEOPLE COUNTER
8. INFILL AREA OF FLOOR WITH SALVAGED BRICK
9. WALKOFF MAT
10. INFILL WALL OPENING TO MATCH EXISTING CONSTRUCTION
11. IMPACT RESISTANT WALL COVERING, 7'-8" AFF
12. BULLET RESISTANT STOREFRONT AND BULLET RESISTANT SPANDREL PANEL DESK SHIELD, 7'-8" HT, WRAP EXISTING DESK.
13. SECURITY DESK, NIC.
REPRESENTED BY n
APPLIES TO DRAWINGS A2.2.1
FLOOR PLAN KEYNOTES
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FIRST FLOOR PLAN
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1/4" = 1'-0"A2.1.0 A2.1.1
FIRST FLOOR PLAN11/4" = 1'-0"A2.1.0 A2.1.1
JUDGES ENTRANCE2
FINISH SCHEDULE
NUMBER NAME FLOOR BASE
WALLS
WAINSCOT CEILING NOTESNORTH EAST SOUTH WEST
01 SECURITY VESTIBULE P-TILE -- -- -- -- -- GB-PT SURFACE ATTACHED ENTRY MAT
02 SECURITY LOBBY P-TILE P-TILE PT/IRWC PT PT/IRWC PT ACP
03 MAIN LOBBY ETR ETR ETR ETR ETR ETR ETR/GB-PT RUBBER BASE AT GYPSUM WALL
04 CORRRIDOR ETR ETR ETR ETR ETR ETR ETR
REVISIONS
DATE DESCRIPTION
1' -
0"
5" 5"
FG
FULL GLASS(ENTRY DOOR)
7"
REFER TO DWG
A3.2.1 FOR DETAILS
nn
n
REFER TO DWG
A3.1.1 FOR KEYNOTE
LEGEND
REFER TO DWG A3.1.1
FOR GLAZING TYPE
LEGEND AND NOTES
DOOR, FRAME AND GLAZING TYPE GENERAL NOTES
1. 1/4" CLEAR GLASS
2. BULLET RESISTANT
3. BULLET RESISTANT SPANDREL
GLAZING TYPESREPRESENTED BY n
NOTES:
1. ALL GLAZING IN INTERIOR FRAMES SHALL BE TYPE 1, UNO
2. ALL GLAZING IN EXTERIOR FRAMES SHALL BE TYPE 2, UNO
3. GLAZE ALL OPENINGS IN FRAMES UNLESS SPECIFICALLY INDICATED OTHERWISE
4. ALL GLAZING SHALL BE SAFETY GLASS UNLESS INDICATED OTHERWISE
7' -
8"
38' - 2"
01
AS
2222221 1
ALIGN W/ STOREFRONT BEYONDALIGN W/ WALL BEYOND
(4) EQ 3' - 7" 4' - 9 3/4" ±
6
4
137
38' - 2"
7' -
8"
02
AS
2222222 21
ALIGN W/ STOREFRONT BEYONDALIGN W/ WALL BEYOND
(4) EQ3' - 7"4' - 8 1/2" ± 4
6
11
5
04
AS
7' -
8"
9
8
10 11
EQ4' - 0"EQ
8' - 2 1/2"
03
AS
7' -
8"
9
8
10
OPEN
7
(5) EQ @ 23' - 0"
05
AS
7' -
8"
12
10
14
7' -
8"
06
AS
23' - 0"
1
4' - 0 3/8" (3) EQ @ 11' - 3 1/4"
A. UNLESS INDICATED OTHERWISE, ALL DETAIL NUMBERS IN THE DOOR AND FRAME SCHEDULE FOR HEAD, JAMB AND SILL CONDITIONS REFER TO DRAWINGS A3.2.1.
B. DOOR AND FRAME DETAILS INDICATE GENERAL CHARACTERISTICS OF DOOR AND FRAME SIZES AND COMPONENTS AND MAY NOT INDICATE EXACT FIELD CONDITIONS OR REQUIREMENTS. COORDINATE DETAILS WITH OTHER DRAWINGS AND SPECS TO DETERMINE ALL COMPONENTS (E.G., SEALANTS, ANCHORS, HARDWARE, LINTELS, CLIPS) REQUIRED FOR COMPLETE AND FUNCTIONAL INSTALLATION.
C. DOOR SWINGS ON FLOOR PLANS TAKE PRECEDENCE OVER SWINGS INDICATED ELSEWHERE (E.G., ELEVATIONS).
DOOR AND FRAME GENERAL NOTES08
AS
FIELD VERIFY
17' - 6 3/8" ±
11' -
0"
EQ EQ
1
07
AS
1
11' -
0"
4' - 4"11 7/8" ±
1. SIZE AS REQUIRED TO ACCOMODATE DOOR, HARDWARE AND FRAME COMPONENTS.
REPRESENTED BY n
APPLIES TO DRAWINGS A3.1.1
DOOR, FRAME AND GLAZING TYPE KEYNOTES
09
AS
1
11
AS
FIELD VERIFY DESK WIDTH
(5) EQ @ 18' - 10" ±
7' -
8"
TO
P O
F E
X D
ES
K
3' -
7 1
/4"
± A
LIG
N W
/
2
3
2
3
2
3
2
3
2
3
12
AS
7' -
8"
FIELD VERIFY EX DESK DEPTH
(2) EQ @ 7' - 5" ±
TO
P O
F E
X D
ES
K
3' -
7 1
/4"
± A
LIG
N W
/
2
3
2
3
10
AS
7' -
8"
FIELD VERIFY EX DESK DEPTH
(2) EQ @ 7' - 5" ±
TO
P O
F E
X D
ES
K
3' -
7 1
/4"
± A
LIG
N W
/2
3
2
3
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DOOR, FRAME AND
GLAZING TYPES
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DOOR TYPESALUMINUM STOREFRONT ELEVATIONS - BULLET RESISTANT
ALUMINUM STOREFRONT ELEVATIONS
DOOR SCHEDULE
DOOR FRAME
FIRERATING NOTESNUMBER TYPE SIZE (NOMINAL) MATL LOUVER UC
GLAZINGTYPE TYPE NUMBER SECTIONS HEAD DETAIL JAMB DETAIL JAMB DETAIL SILL DETAIL
01 3'-0" X 7'-6" X 1 3/4" SLIDER ALUM -- -- 2 AS -- -- 5 7 7 -- None
02 3'-0" X 7'-6" X 1 3/4" SLIDER ALUM -- -- 1 AS -- -- 1 2 2 -- None
03 FG PR 3'-0" X 7'-6" X 1 3/4" ALUM -- -- 2 AS -- -- 19 (SIM) -- -- -- --
04 FG PR 3'-0" X 7'-6" X 1 3/4" ALUM -- -- 2 AS -- -- 19 (SIM) -- -- -- --
05 FG 3'-0" X 7'-0" X 1-3/4" ALUM -- -- 3 AS -- -- 19 -- -- -- --
06 FG PR 3'-0" X 7'-6" X 1 3/4" ALUM -- -- 1 AS -- -- 18 -- -- -- --
07 FG 3'-0"X7'-6"X1 3/4" ALUM -- -- 1 AS -- -- 19 (SIM) -- -- -- --
08 FG PR 3'-0" X 7'-6" X 1 3/4" ALUM -- -- 1 AS -- -- 18 -- -- -- --
REVISIONS
DATE DESCRIPTION
.6"
1'-6" MIN
MIN
1'-0"
UNLESS INDICATED
OR REQUIRED
OTHERWISE
WALL WHERE
OCCURS
WALL WHERE
OCCURS
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. 9/16" @ MAS; 1/2" @ GB.
6. 1/4" @ JAMBS, UNO; DIMENSION @ HEAD & SILL VARIES.
7. BULLNOSE @ CMU JAMBS & SILLS.
8. 0" @ GB LOCATIONS; 1/16" @ MAS LOCATIONS.
9. BACKER ROD AND SEALANT
10. BULLET RESISTANT FRAME ASSEMBLY
11. WOOD BLOCKING (PPT WOOD AT EXTERIOR LOCATIONS) WITH SPF SPRAY SEAL BETWEEN WOOD BLOCKING
12. THROUGH-WALL FLASHING WITH DRIP EDGE
13. 12 GAUGE ALUMINUM BRAKE METAL OVER 5/8" SHEATHING
14. CFSF-NS
15. BATT INSULATION
16. ALUMINUM BRAKE METAL COLUMN ENCLOSURE
17. CFSF-S BOX BEAM
18. BULLET RESISTANT SLIDING DOOR ASSEMBLY
REPRESENTED BY n
APPLIES TO DRAWINGS A3.2.1
DOOR AND FRAME DETAIL KEYNOTES
77
15 9
7
12
9 101 2
7/3
2"
7
10
9
9
9
11
9
16
4 1/2"
4 1
/2"
C
C
9
10
13
14
15
17
9
7 7
14 1091315
9
11
7
7
9
10
13
14
15
DUCT
DUCT FLANGE
PREFINISHED ALUMINUM
LOUVER
AIR BARRIER
TRANSITION
MEMBRANE
GASKET
SEALANT AND
BACKER ROD
ALUMINUM SILL (LOUVER ACCESSORY)
INSULATED BLANK-
OFF PANEL WITH 2"
INSULATION
CLIP ANGLE
SPRAYED POLYURETHANE FOAM (SPF)
DUCT
DUCT FLANGE
PREFINISHED ALUMINUM
LOUVER
AIR BARRIER
TRANSITION
MEMBRANE
GASKET
SEALANT AND
BACKER ROD
INSULATED BLANK-
OFF PANEL WITH 2"
INSULATION
CLIP ANGLE
SPRAYED POLYURETHANE FOAM (SPF)
DUCT
DUCT FLANGE
PREFINISHED ALUMINUM
LOUVER
AIR BARRIER TRANSITION
MEMBRANE
GASKET
SEALANT AND
BACKER ROD
INSULATED BLANK-
OFF PANEL WITH 2"
INSULATION
CLIP ANGLE
SPRAYED POLYURETHANE FOAM (SPF)
THRU-WALL FLASHING
C
18
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:29
PM
DOOR AND FRAME
DETAILS
400
N 9
TH
ST
RE
ET
JO
HN
MA
RS
HA
LL
CO
UR
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RIT
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A3.2.1
PR
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MANEUVERING CLEARANCE AT DOORS
3" = 1'-0"A3.1.1 A3.2.1
JAMB DETAIL6
3" = 1'-0"A3.1.1 A3.2.1
HEAD DETAIL4
3" = 1'-0"A3.2.1
SILL DETAIL3
3" = 1'-0"A3.1.1 A3.2.1
HEAD DETAIL9
3" = 1'-0"A3.1.1 A3.2.1
SILL DETAIL8
3" = 1'-0"A3.1.1 A3.2.1
JAMB DETAIL10
3" = 1'-0"A3.1.1 A3.2.1
JAMB DETAIL11
3" = 1'-0"A3.1.1 A3.2.1
HEAD DETAIL12
3" = 1'-0"A3.1.1 A3.2.1
JAMB DETAIL13
3" = 1'-0"A3.1.1 A3.2.1
SILL DETAIL14
3" = 1'-0"A3.1.1 A3.2.1
JAMB DETAIL73" = 1'-0"A5.1.1 A3.2.1
LOUVER SILL DETAIL15
3" = 1'-0"A3.2.1
LOUVER JAMB DETAIL16
3" = 1'-0"A5.1.1 A3.2.1
LOUVER HEAD DETAIL17
3" = 1'-0"A2.1.1 A3.2.1
HEAD DETAIL5
3" = 1'-0"A3.2.1
HEAD DETAIL1
3" = 1'-0"A3.2.1
JAMB DETAIL2
3" = 1'-0"A3.2.1
HEAD DETAIL18
3" = 1'-0"A3.2.1
HEAD DETAIL19
REVISIONS
DATE DESCRIPTION
GENERAL NOTES
A. GENERAL NOTE 1...
B. GENERAL NOTE 2....
BC
1
A5.1.1
3'-0" X 4'-0" LOUVER
9' -
8"
METAL PANEL REVEAL, TYP
ALIGN WITH VERTICAL MULLIONS AND
DOOR CENTERLINE
DOOR ACTUATOR CARD READER
76 6-7
2
A5.1.1
3'-0" X 4'-0" LOUVER
METAL PANEL REVEAL, TYP
ALIGN WITH VERTICAL MULLIONS
AND DOOR CENTERLINE
5
9' -
8"
CARD READER
13
A7.1.1
CONCRETE BASE
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
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555 F
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8/2
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:30
PM
BUILDING
ELEVATIONS
400
N 9
TH
ST
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JO
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A4.1
PR
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563122 AUGUST 20, 2020
1/4" = 1'-0"A2.1.1 A4.1
EXTERIOR ELEVATION2
1/4" = 1'-0"A2.1.1 A4.1
EXTERIOR ELEVATION11/2" = 1'-0"A4.1
LOCKER ELEVATION3
REVISIONS
DATE DESCRIPTION
7
WA1
A3.2.1
17
A3.2.1
15
LOUVER
A5.1.1
4
A5.1.1
5
A5.1.1
6
8"
MIN
A3.2.1
5
C
OF
EX
TE
RIO
R C
EIL
ING
PA
NE
L
± 1
3' -
0"
TO
UN
DE
RS
IDE
A5.1.1
7
A5.1.1
8
WA1
INFORMATIONMARK REMARKS
FIRE RATING
(REFER TO LS 1.1 FOR LEGEND)
3" INSULATED METAL PANEL
AIR BARRIER
5/8" GYPSUM BOARD
REPRESENTED BY WAn
APPLIES TO A5.1 SERIES OF DRAWINGS
EXTERIOR WALL ASSEMBLIES
WA15/8" GYPSUM SHEATHING
10 1/4"
6" CFSF-S; 600S162-43 STUDS
2
3
4
5
6
4"
7
4"
3"
02 SECOND FLOOR PLAN
17' - 0"
UNDERSIDE OF
EXISTING FLOOR SLAB
2
3
4
5
7
EXISTING CEILING PANEL
8
5
10
9
6"
1
2" MIN.
C
1
10
2" MIN.
9
11
12
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
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(804)
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690
8/20/2020
8/2
0/2
02
0 3
:48
:32
PM
WALL SECTIONS
400
N 9
TH
ST
RE
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JO
HN
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HA
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A5.1.1
PR
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563122 AUGUST 20, 2020
3/4" = 1'-0"A2.1.1 A5.1.1
SECTION13/4" = 1'-0"A2.1.1 A5.1.1
SECTION23/4" = 1'-0"A2.1.1 A5.1.1
SECTION33" = 1'-0"A5.1.1 A5.1.1
DETAIL4
3" = 1'-0"A5.1.1 A5.1.1
DETAIL5
APPLIES TO DRAWINGS A5.1.1 - A5.1.n
1 SECURE TRIM TO WALL. FASTENER TO PENETRATE GYPSUM BOARD
BACK UP.
2 WRAP ROOFING MEMBRANE TO TOP OF WALL
3 COVERBOARD
4 RIGID INSULATION
5 5/8" GYPSUM BOARD
6 3/4" PLYWOOD
7 1/4" BACKER ROD AND SEALANT
8 INSULATED METAL PANEL
9 GALVANIZED BREAK METAL TRIM
10 SECURE TRIM TO EXISTING CEILING PANEL
11 SEALANT
12 DRIP EDGE
1 1/2" = 1'-0"A5.1.1 A5.1.1
DETAIL6
1 1/2" = 1'-0"A5.1.1 A5.1.1
DETAIL7
1 1/2" = 1'-0"A5.1.1 A5.1.1
DETAIL8
REVISIONS
DATE DESCRIPTION
13
A7.1.1
(30) 12" W X 12' H X 18" D SS LOCKERS
(30) 12" W X 12' H X 18" D SS LOCKERS
5' - 4"
10' -
0"
2' -
0"
10' -
0"
CC
6-7
6-7
14' -
0"
3
A7.1.1
A7.1.16
A7.1.1 7
BASE CABINET
BASE CABINET
4
4
11
A7.1.1
10' - 0"
FIELD VERIFY RUN LENGTH AND ADJUST WITH GRADE
(6) TREADS @ 6' - 0" (7) EQ RISERS
2
S1.1
8
A7.1.1
2
A7.1.1
1
A7.1.1
NOTE:
FIELD VERIFY EXISTING SIDEWALK GRADE
TO DETERMINE NUMBER OF TREADS.
TREADS TO BE A MINIMUM 11" RUN AND
MAXIMUM 7" RISE.
4' -
0"
SLOPED TOP
CONTINUOUS
STEEL REAR
PANEL
4"
CONCRETE BASE
FIRST FLOOR PLAN
0"
4
1 1/4" Ø POST
1 1/4" Ø POST
1 1/4" Ø TOPRAIL
1 1/4" Ø HANDRAIL
3/4" x 3/4" RECTANGULAR
SECTION, TYPICAL
RETURN HANDRAIL TO
SIDEWALK
1 1/4" Ø BOTTOM RAIL
EXISTING BRICK SIDEWALK
MIDDLE
PICKET TO
SLAB
REAR FACE OF
BRICK VENEER.
REFER TO SECTION
EXISTING BRICK SIDEWALK
1/8" THICK SLEEVE TYP
EACH POST. 2" CLEAR
BETWEEN OUTSIDE FACE
OF SLEEVE AND OUTSIDE
FACE OF CONCRETE
1' - 0" EXTENSION
4"
CLR
.
3 5/8" BRICK VENEER
3/8" GROUT
8" CONCRETE WALL
BETWEEN BRACKETS4" CLR. TYP
EQ EQ
1' - 0" EXTENSION
FIRST FLOOR PLAN
0"
6-7
7' -
8"
4' -
1"
3' -
7"
4
A7.1.1
BULLET RESISTANT GLAZING TYPE 2,
IN STEEL TUBE FRAMING
SOLID SURFACE SECURITY DESK CAP
CONTINUOUS 1/2" BULLET RESISTANT ARMOR
2" x 2" x 1/4" STL ANGLE FRAME W/ HORIZ LEG
DEPTH OF COUNTER, VERT LEG 1'-6", ATTACH
VERT LEG TO 2x FRMG AT 1/3 POINTS OF
COUNTER RUN
PORCELAIN PAVER BASE
5 1/2" x 11" x 3/8" STL PL W/ 3" x 3" x 3" SQ STEEL STUB UP, SET STL TUBE OVER STUB UP, PLUMB AND WELD, SECURE PLATE TO FLOOR W/ 3/8" THREADED RODS SET ON EPOXY GROUT @1'-4" O.C.
IMPACT RESISTANT WALL COVERING
SOLID SURFACE WORKSURFACE
WITH BULLNOSE EDGE
2' -
10"
1 1
/2"
3" X 5" X 5/16" PTD STL TUBE
POST
1/8" PTD STL CHANNEL
GLAZING FRAME, W/ MITERED
CORNERS. WELDED TO STL
TUBE POSTS
BULLET RESISTANT SECURITY
GLAZING
`lokbo
qvmf`^i
L2x2x1/4 W/1/2" DIAM SCREW ANCHOR (3" EMBED)
HSS3x3 POST
HSS3x5 POST
L2x2x1/4 W/1/2" DIAM SCREW ANCHOR (3" EMBED)
IMPACT RESISTANT WALL COVERING
SOLID SURFACE SECURITY DESK
CAP
BULLET RESISTANT GLAZING
7' -
8"
4' -
1"
3' -
7"
BASE CABINET
SOLID SURFACE WORKSURFACE
WITH BULLNOSE EDGE
UNDER COUNTER UTILITY BRACE
1' - 6"
2' -
10"
BULLET RESISTANT GLAZING
FIRST FLOOR PLAN
0"
4
EXISTING BALUSTER TO REMAIN
EXISTING RAILING PANEL TO REMAINEXISTING HANDRAIL
TERMINATION TO REMAIN
RETURN HANDRAIL TO
SIDEWALK
1 1/4" Ø HANDRAIL
1' - 0" EXTENSION
1' - 0" EXTENSION
FIRST FLOOR PLAN
0"
FIRST FLOOR PLAN
0"
BRICK VENEER TO
FOLLOW STAIR SLOPE
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:36
PM
ENLARGED PLANS
AND DETAILS
400
N 9
TH
ST
RE
ET
JO
HN
MA
RS
HA
LL
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A7.1.1
PR
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563122 AUGUST 20, 2020
1/4" = 1'-0"A2.1.0 A7.1.1
ENLARGED PLAN - LOCKERS9
1/2" = 1'-0"A2.1.1 A7.1.1
SECURITY DESK10
1/2" = 1'-0"A2.1.1 A7.1.1
JUDGES STAIR12
1 1/2" = 1'-0"A4.1 A7.1.1
DETAIL13
1/2" = 1'-0"A7.1.1 A7.1.1
STAIR SECTION LOOKING TOWARD STREET11
3/4" = 1'-0"A7.1.1 A7.1.1
SECURITY DESK - SECTION3
3" = 1'-0"A7.1.1 A7.1.1
SECURITY DESK GLAZING DETAIL4
TYP 3" = 1'-0"A7.1.1
SECURITY DESK POST CONNECTION5
1/4" = 1'-0"A7.1.1 A7.1.1
SECURITY DESK ELEVATION6
1/4" = 1'-0"A7.1.1 A7.1.1
SECURITY DESK ELEVATION7
1/2" = 1'-0"A7.1.1 A7.1.1
STAIR SECTION LOOKING TOWARD BUILDING81/2" = 1'-0"A7.1.1 A7.1.1
STAIR SECTION AT LANDING21" = 1'-0"A7.1.1 A7.1.1
STAIR SECTION AT STEP1
REVISIONS
DATE DESCRIPTION
CR
CR
DAF
DAF
ELEL
REFLECTED CEILING PLAN LEGENDAPPLIES 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
INTERIOR APPLICATIONS: GYPSUM BOARD CEILING
EXTERIOR APPLICATIONS: GYPSUM SOFFIT BOARD
OR GYPSUM SHEATHING
2'-0" x 4'-0" LAY-IN ACOUSTICAL CEILING PANELS
IN SUSPENDED GRID
AP ACCESS PANEL
REFLECTED CEILING PLAN/DETAIL GENERAL NOTES
A. DRAWINGS INDICATE GRID LAYOUT DIAGRAMMATICALLY. REFER TO SPECIFICATIONS FOR SPECIFIC GRID LAYOUT CRITERIA AT PERIMETER CONDITIONS THAT MAY DIFFER FROM GRID LAYOUT INDICATED ON DRAWINGS.
B. CENTER CEILING MOUNTED ITEMS WITHIN CEILING PANELS, UNLESS INDICATED OTHERWISE.
C. IF ADDITIONAL SPRINKLER HEADS ARE REQUIRED TO SATISFY CODE OR COVERAGE DENSITIES (OTHER THAN THOSE THAT MAY BE INDICATED), PROVIDE ADDITIONAL SPRINKLER HEADS AT NO ADDITIONAL COST AND OBTAIN APPROVAL OF ARCHITECT FOR LOCATION OF SUCH HEADS, IF ANY.
INTERIOR WALL/PARTITION TO CAP ABOVE OR
TERMINATES ADJACENT TO A RATED
HORIZONTAL ASSEMBLY
WITH OPENING
INTERIOR WALL/PARTITION TO UNDERSIDE OF DECK
WITH OPENING
EXTERIOR WALL
WITH OPENING
INTERIOR WALL/PARTITION 4" MIN ABOVE HIGHEST
ADJACENT CEILING. IF NECESSARY TO ACHIEVE
RESULTS DESIRED, EXTEND WALL HEIGHT SO WALL
BRACING IS NOT EXPOSED TO VIEW IN FINISHED
SPACESWITH OPENING
INTERIOR WALL/PARTITION TO UNDERSIDE OF
CEILING
EXISTING TO REMAIN, VERIFY VERTICAL EXTENTS
WHERE THE HEIGHT IMPACTS THE WORK
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6A-8
A-8
A4.1
1
10' - 0"
8' - 0"
2
A5.1.1
1
A5.1.1
03
01
11' - 2"
3
A5.1.1 11' - 0"
11' - 0"
02
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
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8/2
0/2
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0 3
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PM
REFLECTED
CEILING PLAN
400
N 9
TH
ST
RE
ET
JO
HN
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HA
LL
CO
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A9.1
PR
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563122 AUGUST 20, 2020
APPLIES TO DRAWINGS A9.1.1
1/4" = 1'-0"
REFLECTED CEILING PLAN
REVISIONS
DATE DESCRIPTION
INFORMATIONMARK REMARKS
FIRE RATED
ASSEMBLY
(REFER TO LS1.1 FOR LEGEND)
ROOF ASSEMBLIES ARE SHOWN
DIAGRAMMATICALLY. REFER TO
SPECS FOR REQUIRED R-VALUE
AND MATERIAL THICKNESS
ROOF MEMBRANE
COVERBOARD
ROOF INSULATION
3/4" FRT PLWD
REPRESENTED BY n
APPLIES TO A10.1 SERIES OF DRAWINGS
ROOF ASSEMBLIES
RFA1
ROOF PLAN LEGENDAPPLIES TO DRAWINGS A10.1
REFER TO M, E & FP DRAWINGS FOR ROOF SYMBOLS NOT INDICATED BELOW
ROOF PLAN GENERAL NOTES
A. ALL ROOF ASSEMBLIES: RFA1, UNO.
B. ROOF PLAN DOES NOT INDICATE ALL EQUIPMENT AND PENETRATIONS. REFER TO OTHER DISCIPLINE’S DRAWINGS FOR QUANTITIES AND LOCATIONS OF ROOFTOP EQUIPMENT AND ASSOCIATED PENETRATIONS.
C. COORDINATE LOCATION AND SIZE OF ROOF OPENINGS AND ASSOCIATED PENETRATIONS WITH STRUCTURE.
D. ROOF DETAILS MAY NOT ENTIRELY REPRESENT ACTUAL CONSTRUCTION CONDITIONS. ACTUAL DETAIL ASSEMBLIES SHALL BE APPROVED BY ROOFING MANUFACTURER.
E. ROOF PLAN DOES NOT INDICATE ALL ROOFING DETAILS (INCLUDING BUT NOT LIMITED TO ROOF DRAINS; VTR; CURBS; EXPANSION JOINTS; ROOF HATCHES). PROVIDE MFR’S DETAILS AS REQUIRED TO SUIT SPECIFIC APPLICATION AND SPECIFICATIONS.
F. PROVIDE CRICKETS AT DRAINS, WALLS, CURBS, MECHANICAL EQUIPMENT, AND OTHER OBSTRUCTIONS SUCH THAT 1/4” PER FOOT MINIMUM POSITIVE DRAINAGE SLOPE IS MAINTAINED AT ALL SUCH AREAS.
G. PROVIDE DOUBLE-LAYER OF MEMBRANE ROOFING MATERIAL UNDER SPLASH BLOCKS.
H. CENTER ALL PENETRATIONS BETWEEN RIBS OF METAL ROOFING. PIPING, DUCTWORK AND CURBS SHALL BE OFFSET AS REQUIRED TO ACHIEVE PENETRATIONS CENTERED BETWEEN RIBS.
GUTTER AND DOWNSPOUT (RECTANGULAR SHOWN, MAY BE ROUND IF SPECIFIED)
PRIMARY ROOF DRAIN AND SUMP
SECONDARY/EMERGENCY OVERFLOW (WHERE OCCURS)
3'-0
" U
NO
ROOF ACCESS HATCH
SCUPPER
CRICKET
WALKWAY PATH
DS
4'-0"
4'-0"
INDICATES DIRECTION OF
ROOF ASSEMBLY SLOPE
7
7
CC
1
A5.1.1
RFA1
MECH UNIT.
REFER TO
MECHANICAL
DWGS.
MECH UNIT.
REFER TO
MECHANICAL
DWGS.
4'-0" W X 3'-0" H LOUVER. FINISH
TO MATCH METAL PANEL.
4'-0" W X 3'-0" H LOUVER.
FINISH TO MATCH METAL
PANEL.
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
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(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:38
PM
ROOF PLAN
400
N 9
TH
ST
RE
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JO
HN
MA
RS
HA
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A10.1
PR
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563122 AUGUST 20, 2020
1/2" = 1'-0"A3.1.1 A10.1
MECHANICAL ROOF1
REVISIONS
DATE DESCRIPTION
CR CR
CR
CR
CR
CR
EL
CR
●
CREL
EL
EL
EL
EL
CR
CR
CR
CR
1 87-8765
4
32
A
B
C
D
6-75-63-42-31-2
A-8
4-5
DPS
8TH STREET
CL
AY
ST
RE
ET
MA
RS
HA
LL
ST
RE
ET
8
8
3
4
1A
DPS DPS
RX
RXRX
DPS
DPS
DPS
DPS
RX
RX
RX
DPS
DPS
RX
1
2
3
4
5
6
7
8
9
12
10 11
25
26
27
CORRRIDOR
04
MAIN LOBBY
03
4
5
6
2
ES
1
1
7
REPRESENTED BY n
APPLIES TO DRAWING SE1.1
SECURITY DEMOLITION KEYNOTES
1. REMOVE EXISTING CAMERA AND TURN OVER TO OWNER.
1A.REMOVE EXISTING CAMERA. PROVIDE BLANK COVER PLATE ON EXISTING BACK BOX AND
PAINT TO MATCH ADJACENT WALL SURFACE
2. REMOVE EXISTING CARD READERS. EXISTING WIRING IN GOOD CONDITION MAY BE RE-
USED FOR CARD READERS TO BE ADDED UNDER SECTION 285300.
3. EXISTING X-RAY MACHINE TO BE REMOVED BY OWNER
4. EXISTING WALK-THRU METAL DETECTOR TO BE REMOVED BY OWNER
5. EXISTING VIDEO INTERCOM MASTER STATION SHALL REMAIN
6. EXISTING SECURITY DEVICES SHALL REMAIN
7. EXISTING CARD READER SHALL REMAIN. DISCONNECT AND REMOVE EXISTING DPS, RX,
AND ELECTRIC STRIKE
8. LINE OF EXISTING SOFFIT ABOVE
GENERAL NOTES - SECURITY DEMOLITION
A. COORDINATE SECURITY WORK AND SCHEDULING TO MINIMIZE DOWNTIME FOR EXISTING SECURITY CONTROL SYSTEMS & ALARMS.
B. COMMENCE DEMOLITION OF EXISTING SECURITY DEVICES AT EXISTING SECURITY DESK ONLY AFTER SECURITY DESK IN SECURITY LOBBY 02 HAS BEEN INSTALLED AND READY TO RECEIVE EQUIPMENT.
C. NOT ALL ITEMS TO BE REMOVED ARE NUMBERED WITH KEYNOTES. REFER TO DEMOLITION LEGEND AND THESE GENERAL NOTES AND SECTION 024119 SELECTIVE DEMOLITION.
D. REPRESENTATIONS OF EXISTING ITEMS REQUIRING REMOVAL ARE TO BE CONSIDERED GENERAL IN NATURE BASED UPON INFORMATION PROVIDED IN RECORD DRAWINGS AND FIELD OBSERVATIONS. THIS DEMOLITION PLAN IS NOT INTENDED TO BE COMPREHENSIVE IN ALL DETAILS OF EXISTING CONSTRUCTION THAT WILL HAVE TO BE REMOVED TO COMPLETE THE WORK OF THE CONTRACT. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY UPON NOTICE OF A BELIEVED DISCREPANCY BETWEEN THE DEMOLITION DRAWINGS, EXISTING CONDITIONS, AND THE NEW WORK INDICATED.
E. REFER TO DIVISION 01 & 02 SPECIFICATIONS FOR ADDITIONAL INFORMATION ON DEMOLITION WORK. COORDINATE DEMOLITION WORK WITH OTHER TRADES TO PROVIDE A COMPLETE INSTALLATION OF NEW WORK.
F. PROTECT ALL WORK INDICATED TO REMAIN DURING THE DEMOLITION PROCESS. PROMPTLY REPAIR ANY DAMAGE TO PRE-DEMOLITION CONDITIONS. REFER TO SECTIONS 017300 AND 024119.
G. UNLESS NOTED OTHERWISE, ALL DEMOLISHED MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE.
H. COORDINATE IN THE FIELD WITH THE OWNER ALL EXISTING ITEMS TO BE SALVAGED PRIOR TO ACTUAL DEMOLITION WORK. SALVAGED ITEMS SHALL BE SURFACE CLEANED AND STORED AS DIRECTED BY THE OWNER.
I. ALL EXPOSED SURFACES AFFECTED BY THE DEMOLITION WORK SHALL BE PATCHED TO MATCH EXISTING ADJACENT SURFACE UNLESS SPECIFICALLY NOTED OTHERWISE.
J. EXISTING MATERIALS AND ITEMS NOT USED AS PART OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO CONDUITS, HANGERS, J-BOXES AND SIMILAR APPURTENANCES SHALL BE REMOVED AND NOT ABANDONED IN-PLACE UNLESS REMOVAL IS NOT POSSIBLE (AS DETERMINED BY THE ARCHITECT / OWNER).
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:42
PM
DEMOLITION PLAN -
SECURITY
ELECTRONICS
400
N 9
TH
ST
RE
ET
JO
HN
MA
RS
HA
LL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
SE1.1
PR
OJ
EC
T C
OD
E:
563122 AUGUST 20, 2020
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - SECURITY ELECTRONICS
REVISIONS
DATE DESCRIPTION
CR CR
CR
CR
CR
CR
EL
CR
●
CREL
EL
EL
EL
EL
CR
CR
CR
CR
M M
CR
CRCR
CR
CR
CR
CR
DAF
DAF
DAF
●
DA
F
CR
CR
ELEL
EL
ELEL
EL
EL
CR
EL
DAF
M
M
DAF
1 87-8765
4
32
A
B
C
D
6-75-63-42-31-2
A-8
4-5
DPS
8TH STREET
CL
AY
ST
RE
ET
MA
RS
HA
LL
ST
RE
ET
RXRX
DPS
DPS
DPS
DPS
RX
RX
RX
DPS
DPS
RX
CORRRIDOR
04
MAIN LOBBY
03
SE2.1
1
SE2.1
2
14
14
109
108
107
106
101
103
102
104
105
100
110
SECURITY LOBBY
02
SECURITY VESTIBULE
01
113112111
GENERAL NOTES - SECURITY ELECTRONICS
A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL 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 A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.
B. INFORMATION RELATIVE TO THE EXISTING BUILDING WAS TAKEN FROM OWNER’S DRAWINGS AND ON-SITE FIELD INVESTIGATIONS. DRAWINGS DEPICT APPROXIMATE LOCATIONS OF EXISTING SECURITY DEVICES.
C. PROVIDE ALL SECURITY AND/OR ELECTRICAL DEMOLITION WORK REQUIRED TO INSTALL THE WORK INDICATED. REMOVE, REROUTE, AND RECONNECT ALL DEVICES THAT WILL REMAIN IN USE BUT INTERFERE WITH THE WORK.
D. BEFORE DEMOLITION, VERIFY WITH THE OWNER ALL EQUIPMENT TO BE SALVAGED TO OWNER AND NOT REMOVED FROM THE SITE. FOR ALL REMAINING EQUIPMENT INDICATED FOR REMOVAL (AND NOT RELOCATED), REMOVE AND DISPOSE OF IN A LEGAL MANNER
E. COORDINATE WITH OWNER / USER TO SCHEDULE REMOVAL OF ACTIVE SECURITY DEVICES.
F. EXISTING DOOR AND ROOM NUMBERING AND ROOM NAMES INDICATED MAY VARY FROM ACTUAL SITE CONDITIONS. SCSC SHALL USE THE ACTUAL SITE NAME / NUMBERING ON EQUIPMENT WHICH REFERENCES THESE NAMES / NUMBERS AND SHALL INDICATE SUCH NUMBERING ON SHOP DRAWINGS AND RECORD DRAWINGS. CONFIRM WITH THE OWNER / USER THE ACTUAL SITE NAMES AND NUMBERING TO BE USED.
G. EXISTING CONTROLLED DOORS ARE INDICATED ON THE FLOOR PLANS AND ARE BELIEVED TO BE ACCURATE. SCSC SHALL VERIFY EXISTING DOOR CONTROL AND MONITORING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
H. REFER TO “DOOR CONTROL / MONITORING LEGEND” FOR DOOR CONTROL AND MONITORING SYMBOLS INDICATED ON FLOOR PLAN.
I. EXISTING ELECTRIC LOCKS AND ELECTRIFIED EXIT DEVICES SHALL REMAIN UNLESS NOTED OTHERWISE. EXISTING FUNCTIONALIITY FOR EACH CONTROLLED AND / OR MONITORED DOOR SHALL BE MAINTAINED AFTER WORK IS COMPLETE.
J. EXISTING CAMERA NUMBERING INDICATED IS BELIEVED TO BE ACCURATE FOR CAMERAS WITH KNOWN CAMERA VIEWS. EXISTING CAMERAS THAT ARE NOT OPERATIONAL OR OTHERWISE HAVE VIEWS THAT COULD NOT VERIFIED ARE KEYNOTED. SCSC SHALL REVIEW EXISTING CAMERA NUMBERING AND SHOW EXISTING CAMERA NUMBERING ON SHOP DRAWINGS AND RECORD DRAWINGS.
K. EXISTING CAMERAS SHALL BE REPLACED WITH CAMERAS PER SECTION 285200 IN THE SAME LOCATION UNLESS NOTED OTHERWISE. REFER TO DRAWING SE3.1 FOR CAMERA SCHEDULE AND CAMERA MOUNTING DETAILS.
L. EXISTING CARD READER SYSTEM / ACCESS CONTROL SYSTEM SHALL REMAIN AND BE EXPANDED TO ADD READERS FOR THIS PROJECT.
M. EXISTING CONTROL & MONITORING DEVICES AND FUNCTIONS AT THE EXISTING LOBBY SECURITY DESK SHALL REMAIN & SHALL BE DUPLICATED AT THE SECURITY DESK IN SECURITY LOBBY 02. PROVIDE ALL CONDUIT, WIRING, & CABLING NECESSARY TO SERVE ALL EQUIPMENT.
N. ALL EXISTING DURESS ALARMS IN THE COURTS BUILDING RING TO THE EXISTING LOBBY SECURITY DESK (EXISTING DURESS DEVICES ARE A COMBINATION OF FIXED, FURNITURE-MOUNTED PUSHBUTTONS AND PORTABLE, WIRELESS DEVICES). MAINTAIN THIS FUNCTIONALITY AT THE EXISTING LOBBY SECURITY DESK & DUPLICATE THIS FUNCTIONALITY AT THE SECURITY DESK IN SECURITY LOBBY 02.
REPRESENTED BY n
APPLIES TO DRAWINGS SE2.0 - SE2.1
KEYNOTES
1. PROVIDE CARD READER FOR EXISTING DOOR AND INTEGRATE INTO EXISTING ACCESS
CONTROL SYSTEM. COORDINATE WITH DOOR HARDWARE SUPPLIER.
2. PROVIDE LOCK-DOWN FUNCTION FOR THESE DOORS FROM EACH OF THE SECURITY
DESKS VIA THE ACCESS CONTROL SYSTEM. COORDINATE WITH DOOR HARDWARE
SUPPLIER.
3. CARD READERS SHALL BE ACTIVE ONLY WHEN DOOR IS LOCKED DOWN
4. EXISTING CONTROLLER PANEL FOR JOHNSON CONTROLS ACCESS CONTROL SYSTEM
5. PROVIDE MULLION-MOUNT CARD READER & BACK BOX FOR MOUNTING ON
STOREFRONT FRAMING
6. AUTOMATIC SLIDING DOOR SHALL BE UNLOCKED DURING BUSINESS HOURS, BUT
SHALL BE ABLE TO BE LOCKED DOWN BY DURESS BUTTON AT SECURITY DESK. AFTER
BUSINESS HOURS, DOOR SHALL BE CLOSED AND LOCKED. EGRESS DURING BUSINESS
HOURS BY REQUEST TO EXIT INTEGRAL WITH DOOR MECHANISM.
7. DOORS SHALL BE CLOSED AND LOCKED AT ALL TIMES. PRESENTATION OF A VALID
CARD SIGNALS ELECTRIC LATCH RETRACTION ALLOWING INGRESS. EGRESS AT ALL
TIMES BY EXIT DEVICE PUSH BAR.
8. INTERIOR DOOR SWITCH/ PUSH PLATE FOR AUTOMATIC SLIDING DOOR OPERATOR.
REFER TO SECTION 087100.
9. EXTERIOR DOOR SWITCH/ PUSH PLATE FOR AUTOMATIC SLIDING DOOR OPERATOR.
REFER TO SECTION 087100.
10.COORDINATE CARD ACCESS CONTROL WITH AUTO DOOR OPERATOR TO ONLY
ALLOW THE AUTO OPERATOR TO WORK WHEN DOOR IS SCHEDULED OR GRANTED
ACCESS BY THE ACCESS CONTROL SYSTEM.
11.GATE SHALL BE CLOSED AND LOCKED AT ALL TIMES. PRESENTATION OF A VALID CARD SIGNALS ELECTRIC LOCK ALLOWING INGRESS.
12.EXISTING SECURITY CAMERA HEAD END RACK AND VIDEO MONITOR (VIEWS ALL CAMERAS)
13.EXISTING VIDEO CLIENT WORKSTATION AND VIDEO MONITOR (VIEWS ALL CAMERAS). INTEGRATE CAMERAS PROVIDED UNDER THIS PROJECT INTO THE EXISTING CAMERA AND VIDEO MANAGEMENT SYSTEM
14.LINE OF EXISTING SOFFIT ABOVE
15.EXISTING CARD READER - PROVIDE CONNECTIONS AS REQUIRED TO CONTROL NEW ELECTRIC STRIKE/ LOCK
43
B
C
3-4 4-5
12
13
REFER TO DRAWING SE2.1 FOR
SECURITY SYMBOLS LEGEND
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:45
PM
OVERALL FLOOR
PLAN - SECURITY
ELECTRONICS
400
N 9
TH
ST
RE
ET
JO
HN
MA
RS
HA
LL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
SE2.0
PR
OJ
EC
T C
OD
E:
563122 AUGUST 20, 2020
1/8" = 1'-0"
FIRST FLOOR PLAN - SECURITY ELECTRONICS
1/8" = 1'-0"
LOWER LEVEL FLR PLAN - SECURITY ELECTRONICS
REVISIONS
DATE DESCRIPTION
CR
●
EL
CR
CR
CR
CRCR
CR
CR
CR
CR
DAF
DAF
DAF
●
EL
EL
EL
ELEL
EL
EL
CR
DAF
EL
CR
CR
MM
DA
F
CR
CREL
765
BB
CC
6-75-6 A-8
MAIN LOBBY
03
SECURITY LOBBY
02
SECURITY VESTIBULE
01
7
1
3 53 5
2
5
1
6
7
11
02
03
01
05
04
06
08
07
109
108
107
106
105
104
RX
DPS
DPS
DPS
DPS
DPS
DPS
DPSDPSDPSDPS
RX RX RX RX
RX
RX
RX RX
DPS
DPS
5
15 9 10 2
4
AA
BB
A-4
A-4
CORRRIDOR
04
110
1
DPS
DPS
RX RX
REPRESENTED BY n
APPLIES TO DRAWINGS SE2.0 - SE2.1
KEYNOTES
1. PROVIDE CARD READER FOR EXISTING DOOR AND INTEGRATE INTO EXISTING ACCESS
CONTROL SYSTEM. COORDINATE WITH DOOR HARDWARE SUPPLIER.
2. PROVIDE LOCK-DOWN FUNCTION FOR THESE DOORS FROM EACH OF THE SECURITY
DESKS VIA THE ACCESS CONTROL SYSTEM. COORDINATE WITH DOOR HARDWARE
SUPPLIER.
3. CARD READERS SHALL BE ACTIVE ONLY WHEN DOOR IS LOCKED DOWN
4. EXISTING CONTROLLER PANEL FOR JOHNSON CONTROLS ACCESS CONTROL SYSTEM
5. PROVIDE MULLION-MOUNT CARD READER & BACK BOX FOR MOUNTING ON
STOREFRONT FRAMING
6. AUTOMATIC SLIDING DOOR SHALL BE UNLOCKED DURING BUSINESS HOURS, BUT
SHALL BE ABLE TO BE LOCKED DOWN BY DURESS BUTTON AT SECURITY DESK. AFTER
BUSINESS HOURS, DOOR SHALL BE CLOSED AND LOCKED. EGRESS DURING BUSINESS
HOURS BY REQUEST TO EXIT INTEGRAL WITH DOOR MECHANISM.
7. DOORS SHALL BE CLOSED AND LOCKED AT ALL TIMES. PRESENTATION OF A VALID
CARD SIGNALS ELECTRIC LATCH RETRACTION ALLOWING INGRESS. EGRESS AT ALL
TIMES BY EXIT DEVICE PUSH BAR.
8. INTERIOR DOOR SWITCH/ PUSH PLATE FOR AUTOMATIC SLIDING DOOR OPERATOR.
REFER TO SECTION 087100.
9. EXTERIOR DOOR SWITCH/ PUSH PLATE FOR AUTOMATIC SLIDING DOOR OPERATOR.
REFER TO SECTION 087100.
10.COORDINATE CARD ACCESS CONTROL WITH AUTO DOOR OPERATOR TO ONLY
ALLOW THE AUTO OPERATOR TO WORK WHEN DOOR IS SCHEDULED OR GRANTED
ACCESS BY THE ACCESS CONTROL SYSTEM.
11.GATE SHALL BE CLOSED AND LOCKED AT ALL TIMES. PRESENTATION OF A VALID CARD SIGNALS ELECTRIC LOCK ALLOWING INGRESS.
12.EXISTING SECURITY CAMERA HEAD END RACK AND VIDEO MONITOR (VIEWS ALL CAMERAS)
13.EXISTING VIDEO CLIENT WORKSTATION AND VIDEO MONITOR (VIEWS ALL CAMERAS). INTEGRATE CAMERAS PROVIDED UNDER THIS PROJECT INTO THE EXISTING CAMERA AND VIDEO MANAGEMENT SYSTEM
14.LINE OF EXISTING SOFFIT ABOVE
15.EXISTING CARD READER - PROVIDE CONNECTIONS AS REQUIRED TO CONTROL NEW ELECTRIC STRIKE/ LOCK
(ALL SYMBOLS NOT NECESSARILY USED)
DURESS ALARM - WALL MTD (48" AFF)
DURESS ALARM - FURNITURE
MOUNTED- COORDINATE WITH
FURNITURE PROVIDER
UNINTERRUPTIBLE POWER SUPPLY
VIDEO MONITOR
CCTV CAMERA - FIXED
DOOR CONTROL / MONITORING
REFER TO "DOOR CONTROL /
MONITORING LEGEND"C
BA
UPS
F
W
01
DA
DA
pb`rofqv=pvpqbjp=ibdbka
X
DOOR RELEASE PUSHBUTTON
VIDEO INTERCOM MASTER STATION
VIDEO INTERCOM WALL STATION (48" MAX AFF TO BUTTON)
PAGING SPEAKER
TALK THRU COMMUNICATOR
DOOR INTERLOCK
M
CALL BUTTON
PB
PROXIMITY CARD READER
CCTV CAMERA - PTZ
01
S
dbkbo^i=klqbp
A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND
WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF
REQUIRED BY ALL. IN THE CASE OF A CONFLICT,
DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER
QUALITY AND GREATER QUANTITY OF WORK.
B. ALL SECURITY DEVICES SHALL HOMERUN TO SECURITY
ELECTRONICS HEAD END ROOM.
D100D101
CARD READER AND KEYPAD
MASTER CONTROL MODULE
CONTROL MODULE
ELECTRIFIED LOCK / EXIT DEVICE
DOOR POSITION SWITCH
REQUEST TO EXIT FUNCTION - INTEGRAL WITH
LOCK / EXIT DEVICE UNO
obcbo=ql=pmb`=pb`qflk=MUTNMM
SECURITY EQUIPMENT RACK
METAL DETECTOR
MAN DOWN TRANSCEIVER
KP
CM
MCM
RX
MD
GLASS BREAK SENSORGB
DELAYED EGRESS DEVICEDE
DPS
EL
ML ELECTROMAGNETIC LOCK
GRAPHICAL USER INTERFACE
CCTV CAMERA - 360
01
EXISTING CCTV CAMERA - FIXED
01
CR
TALK THRU UNIT
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:46
PM
ENLARGED FLOOR
PLANS - SECURITY
ELECTRONICS
400
N 9
TH
ST
RE
ET
JO
HN
MA
RS
HA
LL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
SE2.1
PR
OJ
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T C
OD
E:
563122 AUGUST 20, 2020
1/4" = 1'-0"SE2.0 SE2.1
FIRST FLOOR ENLARGED PLAN - SECURITY ELECTRONICS1
1/4" = 1'-0"SE2.0 SE2.1
FIRST FLOOR ENLARGED PLAN - SECURITY ELECTRONICS2
REVISIONS
DATE DESCRIPTION
CCTV CAMERA(REFER TO CAMERA SCHEDULE)
BACK BOX AND CONDUIT
REFER TO ARCH RCP
DWGS A9.n FOR CEILING
TYPES
CCTV CAMERA(REFER TO CAMERA SCHEDULE)
BACK BOX AND CONDUIT IN
ACCESSIBLE CEILING WITHIN
24" OF CAMERA
REFER TO ARCH RCP
DWGS A9.n FOR
CEILING TYPES
CCTV CAMERA(REFER TO CAMERA SCHEDULE)
WALL MOUNTED FEED THROUGH BRACKET WITH ADJUSTABLE HEAD (REFER TO CAMERA SCHEDULE)
CL
RE
FE
R T
O
CA
ME
RA
SC
HE
DU
LE
BACK BOX AND CONDUIT
REFER TO ARCH DWGS
FOR WALL CONSTRUCTION
C
AOM
MON
WEA LTH OF
V
IRGINI
A TRCH I T EC
JOSHUA NATHAN BENNETT
Lic. No. 0401013563
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/20/2020
8/2
0/2
02
0 3
:48
:47
PM
CAMERA
SCHEDULES &
DETAILS
400
N 9
TH
ST
RE
ET
JO
HN
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HA
LL
CO
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EN
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RIC
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SE3.1
PR
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563122 AUGUST 20, 2020
CAMERA SCHEDULE
CAMERA MOUNTING
NOTESNO. TYPE TYPE HEIGHT DETAIL
100 FIXED SURFACE CEILING 2/SE3.1
101 FIXED SURFACE CEILING 2/SE3.1
102 FIXED SURFACE CEILING 2/SE3.1
103 FIXED SURFACE CEILING 2/SE3.1
104 FIXED RECESSED CEILING 1/SE3.1
105 360 RECESSED CEILING 1/SE3.1
106 360 SURFACE CEILING 2/SE3.1
107 FIXED SURFACE CEILING 2/SE3.1
108 360 RECESSED CEILING 1/SE3.1
109 360 SURFACE CEILING 2/SE3.1
110 360 SURFACE CEILING 2/SE3.1
111 FIXED WALL *** 3/SE3.1 *** - MATCH MOUNTING HEIGHT OF EXISTING CAMERA #11
112 FIXED WALL *** 3/SE3.1 *** - MATCH MOUNTING HEIGHT OF EXISTING CAMERA #11
113 FIXED WALL *** 3/SE3.1 *** - MATCH MOUNTING HEIGHT OF EXISTING CAMERA #11
TYP 3" = 1'-0"SE3.1
DETAIL - CEILING RECESSED MOUNTED CAMERA1
TYP 3" = 1'-0"SE3.1
DETAIL - CEILING SURFACE MOUNTED CAMERA2
TYP 3" = 1'-0"SE3.1
DETAIL - EXTERIOR WALL MOUNTED DOME CAMERA3
REVISIONS
DATE DESCRIPTION
7
7
6
6
BB
CC
6-7
6-7 A-8
A-8
1
S1.2
1
S1.2
2
S1.2
2
S1.2
3
S1.2
3
S1.2
(E)
W27 x
160
(E)
W27 x
160
(E)
W27 x
160
(E)
W33 x
152
(E)
W27 x
160
(E)
W27 x
160
(E) W12 x 27
(E) W12 x 27
(E) W12 x 27
(E) W12 x 27 (E) W12 x 27
(E) W12 x 27
(E) W12 x 27 (E) W12 x 27
EX
IST
ING
HO
LLO
W C
OR
E P
RE
CA
ST
W/ T
OP
PIN
G S
LA
B
(E)
W27 x
160
(E)
W27 x
160
(E)
W30 x
190
8' -
7 3
/4"
8' - 7 3/4"
HSS3.500x0.250
BP-A
4
S1.2
7
7
6
6
BB
CC
6-7
6-7 A-8
A-8
13
S1.2
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E)
W36 x
160
(E)
W36 x
160
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E) W24 x 55
(E)
W36 x
160
(E)
W36 x
150
(E)
W36 x
160
(E)
W36 x
182
1' -
7"
5' -
9 1
/4"
6' -
0"
6' -
0"
6' -
0"
6' -
0"
2' -
0 3
/4"
5' -
0"
1' -
7"
9
S1.2
HSS6x3x1/4 HANGER(TYP OF 8)
HSS6x3x1/4 HANGER(TYP OF 8)
CONT HSS6x4x1/4 (LSH)BOT (+7'-8")
CONT HSS6x4x1/4 (LSH)BOT (+7'-8")
CONT HSS6x4x1/4 (LSH)BOT (+7'-8")
CONT HSS6x4x1/4 (LSH)BOT (+7'-8")
6
S1.2
5
S1.2
S1.1
A
7
S1.2
14
S1.2
8
S1.2
1' - 7" 5' - 9 1/4" 6' - 0" 6' - 0" 6' - 0" 6' - 0"
2' - 0 3/4"
5' - 0" 1' - 7"
10
S1.2
10
S1.2
12
S1.2
11
S1.2
11
S1.2
CONT WT6x13
L3x3x1/4 KICKERAT EA HANGER (TYP OF 8)
C6x10.5 BRACE W/L3x3x1/4 KICKER AT EAHANGER (TYP OF 8)
6" CFSF BOX BEAM
600S162-43 KICKER@ 4'-0" OC (TYP)
600S162-43 STUD HANGERS@ 2'-8" OC
600S162-43 HORIZ BRACE@ STOREFRONT MID-SPANAND AT EA END
1. CLASSIFICATION OF BUILDINGRISK CATEGORY (IBC TABLE 1604.5) III
2. WIND DESIGN DATA
ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) 120 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST) 93 MPHEXPOSURE BINTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 (ENCLOSED)COMPONENTS AND CLADDING WIND PRESSURE PER IBC & ASCE7
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC), 2015 EDITION, EFFECTIVE SEPTEMBER 4, 2018.
2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE OTHER ENGINEERING DISCIPLINES.
3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL 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 A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.
4. VERIFY AND COORDINATE MECHANICAL UNIT SUPPORTS AND OPENINGS WITH EQUIPMENT PURCHASED FOR THE PROJECT. COORDINATE REQUIREMENTS FOR SLEEVES, HANGERS, INSERTS, ANCHORS AND ALL OTHER ITEMS TO BE SET IN STRUCTURAL WORK.
5. SPECIAL INSPECTIONS ARE REQUIRED BY THE VUSCB (SECTION 1704).REFER TO THE STATEMENT OF SPECIAL INSPECTIONS PREPARED FOR THIS PROJECT AND THE PROJECT SPECIFICATIONS FOR SPECIFIC INSPECTION REQUIREMENTS.REFER TO SPECIFICATION SECTION 014000 FOR GENERAL INSPECTION REQUIREMENTS.
1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE".
2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN ULTIMATE 28 DAY COMPRESSIVE STRENGTHS (F'c), AS FOLLOWS:
FOOTINGS 3000 PSIELEVATED SLABS AND WALLS 4000 PSITOPPING SLABS 4000 PSI
3 ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED.
4. REINFORCING STEEL SHALL BE AS FOLLOWS:
• REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED
• WELDED WIRE FABRIC: ASTM A1064, SHEET TYPE ONLY
• WELDABLE REINFORCING BARS: ASTM A706 LOW ALLOW STEEL REINFORCING BARS, DEFORMED
• WELDING PER AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL
1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING AISC DOCUMENTS:AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS"
2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
WIDE FLANGE SHAPES AND ANGLES ASTM A992 (FY=50 KSI)MISC SHAPES, PLATES & BARS (TO 8" THICK) ASTM A36 (FY=36 KSI)HOLLOW STRUCTURAL SECTIONS (HSS)
SQUARE & RECTANGLE ASTM A500, GRADE C (FY=50 KSI)ROUND ASTM A500 GRADE C (FY=46 KSI)
HIGH STRENGTH BOLTS (CONVENTIONAL) ASTM F3125 GRADE A325 OR A490 (TYPE 1)WASHERS ASTM F436 (FLAT AND BEVELED)HEAVY HEX NUTS ASTM A563ANCHOR RODS ASTM F1554, GR. 36 INCLUDE SUPP S1WELDING ELECTRODES E70 (LOW HYDROGEN)THREADED ROD ASTM A36
3. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION, AS SIMPLE CONNECTIONS USING ALLOWABLE STRENGTH DESIGN (ASD). CONNECTIONS FOR NON-COMPOSITE BEAMS SHALL BE DESIGNED FOR THE UNIFORM LOAD CAPACITY INDICATED IN THE ALLOWABLE UNIFORM LOAD TABLES, PART 3, OF THE AISC MANUAL.
4. BOLTED JOINTS SHALL BE "SNUG TIGHTENED", UNLESS OTHERWISE INDICATED.
5. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL".
6. STRUCTURAL STEEL EXPOSED TO WEATHER IN THE FINISHED WORK SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE.
1. ALL STRUCTURAL COLD FORMED STEEL FRAMING (CFSF) SHALL COMPLY WITH AISI'S "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".
2. CFSF-S (STRUCTURAL): INCLUDES ALL EXTERIOR WALLS, SOFFITS, BULKHEADS, AND CEILING JOISTS (IF SELF-SUPPORTING). PROVIDE ERECTION DRAWINGS AND DETAIL DRAWINGS. PROVIDE ENGINEERING DESIGN OF ALL PRE-FABRICATED CFSF-S TRUSSES AND PANELIZED WALL ASSEMBLIES, AND SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA, FOR THOSE SYSTEMS. REFER TO SECTION 054000 FOR ADDITIONAL INFORMATION.
3. CFSF-NS (NON-STRUCTURAL): INCLUDES INTERIOR NON-LOAD BEARING STUD WALLS AND SUSPENDED CEILING FRAMING SYSTEM. REFER TO SECTION 092216 FOR ADDITIONAL INFORMATION.
4. ALL FRAMING MEMBERS, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL SHEET HAVING A GALVANIZED COATING IN ACCORDANCE WITH ASTM A653.
5. ALL C - SHAPED FRAMING MEMBERS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8 INCHES.
6. MINIMUM YIELD STRENGTH SHALL BE AS FOLLOWS:
FY = 33,000 PSI 18 GAUGE AND 20 GAUGEFY = 50,000 PSI 16 GAUGE, 14 GAUGE AND 12 GAUGE
10"
1' -
0"
6"
1' -
6"
(TYP)
1' - 0"
ABRASIVE NOSING (TYP)
6"#4 @ 12" OC EW W/
MATCHING DOWELSINTO SIDE WALL
NOTE: 8" CONC SIDE WALL AND FOOTING NOT INDICATED FOR CLARITY. POUR STAIR ON TOP OF SIDE WALL.
EXISTING
GRADE
4"4"
2' - 0"
8" CONC WALL REINFW/ #5 @ 12" OC
(3) #5 CONT
#5 @ 24" OC
8"8"
3"
CLR
3" CLR
1' -
0"
8"
2' - 6" #4 DOWELS @ 12" OC
6"
(3) #5 CONT
#5 @ 24" OC
3"
CLR
8" CONC WALL REINFW/ #5 @ 12" OC
EXISTING SITE SLABSAWCUT AND REMOVEAS REQUIRED FOR CONCFOOTING AND STAIRINSTALLATION (TYP)
1/2" ISOLATION JTW/ FILLER STRIPAND SEALANT (TYP)
4" 4"
EXISTING
GRADE
2' - 4"
1' -
0"
2' -
0"
8" 1' - 0" 8"
3" CLR
BRICK VENEER
REFER TO ARCH DWGS
#4 DOWELS @ 12" OC 2' - 6"
2' -
6"
2' -
6"
8" 6"
1"
CLR
2"
CLR
2"
CLR
#5 @ 12" OC
10' - 0"
10"
±
(5) #5 EQ SPACED
REFER TO 2/S1.2 FOR
FTG CONN TO EXISTING
CONC WALL
REFER TO 2/S1.2 FOR
FTG CONN TO EXISTING
CONC WALL
EXISTING
GRADE EXISTING CONC
WALL
EXISTING CONC
HAUNCH; NOTE
EXISTING BRICK
VENEER
STAIR CLOSURE WALLFOUNDATION BEYOND; REINF NOT INDICATED(TYP OF 2 PLACES)
(3) #5 ADHESIVE DOWELS EQ SPACED ACROSS WIDTH OF FOOTING
1' - 4" 8"
NOTE: FIELD VERIFY LOCATION OF EXISTING CONCRETE HAUNCH. COORDINATE DEPTH
OF WALL FOOTING TO AVOID CONCRETE HAUNCH.
EXISTING BRICK
PAVERS
EXISTING CONC
SLAB
(3) #5 CONT
#5 @ 24" OC
3"
CLR
8" CONC WALL REINFW/ #5 @ 12" OC
EXISTING SITE SLAB
SAWCUT AND REMOVE
AS REQUIRED FOR
CONC FOOTING AND
STAIR INSTALLATION
1/2" ISOLATION JT
W/ FILLER STRIP
AND SEALANT
4" 4"
2' - 4"
1' -
0"
NO
TE
2' -
0"
8" 1' - 0" 8"
3" CLR
BRICK VENEER
REFER TO ARCH DWGS
#4 DOWELS @ 12" OC 2' - 6"
2' -
6"
8" 6"
2"
CLR
1"
CLR
#5 @ 12" OC
(6) #5 EQ SPACED
COORD W/ TOP OF EXISTING
BRICK PAVERS
4' - 0"
HSS6x4x1/4 (LSH)
HSS6x4x1/4 (LSH)HSS3.5x0.25 POST
5"x1/4"x0'-5" CAP
PLATE
2 1/2" 2 1/2"
2 1
/2"
2 1
/2" C
AOM
MON
WEA LTH OF
V
IRGINI
P
O
ROF
ESS I
N
N
AL ENGI
REE
JEFFREY S. O'BEIRNE
Lic. No. 036947
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/2
0/2
02
0 3
:42
:40
PM
GENERAL NOTES
AND PARTIAL
FLOOR FRAMING
PLANS
40
0 N
9T
H S
TR
EE
T
JO
HN
MA
RS
HA
LL
CO
UR
TS
SE
CU
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PR
OV
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D, V
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INIA
232
19
S1.1
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563122 AUGUST 20, 2020
NO SCALE
PARTIAL FIRST FLOOR FRAMING PLANNO SCALE
PARTIAL SECOND FLOOR FRAMING PLAN
DESIGN LOAD DATA
GENERAL
CONCRETE
STRUCTURAL STEEL
COLD FORMED STEEL FRAMING
3/4" = 1'-0"A7.1.1 S1.1
SECTION13/4" = 1'-0"A7.1.1 S1.1
SECTION2
1 1/2" = 1'-0"S1.1 S1.1
PLAN DETAILA
NOTE: TOP OF EXISTING FIRST FLOOR BRICK PAVERS = REFERENCE DATUM ELEVATION (+0'-0"). ALL STRUCTURAL ELEVATIONS INDICATED ARE REFERENCED FROM DATUM ELEVATION.NOTE: TOP OF EXISTING FIRST FLOOR BRICK PAVERS = REFERENCE DATUM ELEVATION (+0'-0"). ALL STRUCTURAL ELEVATIONS INDICATED ARE REFERENCED FROM DATUM ELEVATION.
REVISIONS
DATE DESCRIPTION
STOREFRONT
REFER TO ARCH DWGS
EXISTING BEAM
EXISTING HOLLOW CORE
PRECAST W/ TOPPING
EXISTING HOLLOW CORE
PRECAST W/ TOPPING
EXISTING BRICK PAVERS
ON SETTING BED AND
INSULATION
3" CONC TOPPING
SLAB
F
I ELD
VE
RIF
Y
5 1
/4"
±
3"
8"
STOREFRONT
REFER TO ARCH DWGS
(+17'-0")
(+7'-8")
EXISTING SLAB
ON METAL DECK
EXISTING BEAM
INSULATED METAL PANEL
REFER TO ARCH DWGS
CONT L3x3x1/4
600S162-43 STUDS@ 16" OC (MIN)INFILL
HSS6x3x1/4 HANGER
CONT HSS6x4x1/4 (LSH)
5' - 0"
CONT WT6x13
L3x3x1/4 KICKER AT
EA HANGER
STOREFRONT
REFER TO ARCH DWGS
(+17'-0")
(+7'-8")
EXISTING SLAB
ON METAL DECK
EXISTING BEAM
INSULATED METAL PANEL
REFER TO ARCH DWGS
CONT L3x3x1/4
600S162-43 STUDS@ 16" OC (MIN)INFILL
HSS6x3x1/4 HANGER
CONT HSS6x4x1/4 (LSH)
5' - 0"
C6x10.5 BRACE AT
EA HANGER
EXISTING BEAM
L3x3x1/4 KICKER AT
EA HANGER
STOREFRONT
REFER TO ARCH DWGS
EXISTING HOLLOW CORE
PRECAST W/ TOPPING
EXISTING BRICK PAVERS
ON SETTING BED AND
INSULATION
3" CONC TOPPING
SLAB
F
I ELD
VE
RIF
Y
5 1
/4"
±
8"
EXISTING HOLLOW CORE
PRECAST W/ TOPPING
3" CONC TOPPING
SLAB
F
I ELD
VE
RIF
Y
5 1
/4"
±
600S162-43 STUDS@ 16" OC (MIN)
8"
EXISTING BRICK PAVERS
ON SETTING BED AND
INSULATION
(+17'-0")
EXISTING SLAB
ON METAL DECK
600S162-43 STUDS@ 16" OC (MIN)
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
HSS6x4x1/4 (LSH)
6" CFSF BOX BEAM
CONN TO EXTERIOR
STUD WALL AND
HSS6 BRACE
HSS6x4 BRACE BEYOND
400S162-43 CEILING JOISTS@ 16" OC (MIN)
3/4" STRUCTURAL SHEATHINGW/ #12 TEK SCREWS @ 12" OC
(+17'-0")
EXISTING SLAB
ON METAL DECK
600S162-43 STUDS@ 16" OC (MIN)
6" CFSF BOX BEAM
CONN TO EXTERIOR
STUD WALL AND C6
BRACES
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
EXISTING BEAM
HSS6x4x1/4 (LSH)
400S162-43 CEILING JOISTS@ 16" OC (MIN)
C6 BRACE BEYOND
3/4" STRUCTURAL SHEATHINGW/ #12 TEK SCREWS @ 12" OC
EXISTING HOLLOW CORE
PRECAST W/ TOPPING
3" CONC TOPPING
SLAB
F
I ELD
VE
RIF
Y
5 1
/4"
±
HSS3.5x0.25 POST
8"x1/2"x0'-8" BASE PLATEW/ (4) 1/2" DIAM ADHESIVEANCHORS (5" GAGE);3" EMBED
1/2" ISOLATION JT
W/ FILLER STRIP
600S162-43 STUDS@ 16" OC (MIN)
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
CONT 6" CFSF BOX BEAM
(+10'-0")
(+17'-0")
EXISTING SLAB
ON METAL DECK
6" CFSF BOX BEAMCONN BTWN W24 FLOORBEAMS BEYOND (TYP)
5' - 0" (MIN)
600S162-43 KICKER@ 4'-0" OC
600S162-43 STUDS@ 16" OC (MIN)
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
CONT 6" CFSF BOX BEAM
(+10'-0")
(+17'-0")
EXISTING SLAB
ON METAL DECK
EXISTING BEAMEXISTING BEAMEXISTING BEAM
600S162-43 KICKER@ 4'-0" OC
600S162-43 STUD HANGERS@ 2'-8" OC
(FIELD VERIFY)
1' - 9" ±
5' - 0"
600S162-43 STUDS@ 16" OC (MIN)
STOREFRONT
REFER TO ARCH DWGS
(+11'-2")
CONT 6" CFSF BOX BEAM
(FIELD VERIFY)
1' - 3"
(+17'-0")
EXISTING SLAB
ON METAL DECK
400S162-43 KICKER
AT EA HORIZ BRACE
600S162-43 HORIZ BRACE@ STOREFRONT MID-SPANAND AT EA END
EXISTING BEAMEXISTING BEAM
45.00°
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
CONT L3x3x1/4
600S162-43 STUDS@ 16" OC (MIN)INFILLHSS6x3x1/4 HANGER
CONT HSS6x4x1/4 (LSH)
HSS6x4x1/4 (LSH)
STOREFRONT
REFER TO ARCH DWGS
(+7'-8")
CONT L3x3x1/4
600S162-43 STUDS@ 16" OC (MIN)
CONT HSS6x4x1/4 (LSH)
400S162-43 CEILING JOISTS@ 16" OC (MIN)
3/4" STRUCTURAL SHEATHINGW/ #12 TEK SCREWS @ 12" OC
600S162-43 STUDS@ 16" OC (MIN)
(+17'-0")
EXISTING SLAB
ON METAL DECK
2" VERT DEFLECTION TRACK
TO ALLOW FOR 1" TOTAL
DEFLECTION
C
AOM
MON
WEA LTH OF
V
IRGINI
P
O
ROF
ESS I
N
N
AL ENGI
REE
JEFFREY S. O'BEIRNE
Lic. No. 036947
MOSELEYARCHITECTS.COM
PROJECT NO: DATE:
3200 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
3230
PH
ON
E (
804)
794-7
555 F
AX
(804)
355-5
690
8/2
0/2
02
0 3
:42
:40
PM
FRAMING
SECTIONS
40
0 N
9T
H S
TR
EE
T
JO
HN
MA
RS
HA
LL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
S1.2
PR
OJ
EC
T C
OD
E:
563122 AUGUST 20, 2020
3/4" = 1'-0"S1.1 S1.2
SECTION1
3/4" = 1'-0"S1.1 S1.2
SECTION9
3/4" = 1'-0"S1.1 S1.2
SECTION13
3/4" = 1'-0"S1.1 S1.2
SECTION2
3/4" = 1'-0"S1.1 S1.2
SECTION3
3/4" = 1'-0"S1.1 S1.2
SECTION6
3/4" = 1'-0"S1.1 S1.2
SECTION5
3/4" = 1'-0"S1.1 S1.2
SECTION4
3/4" = 1'-0"S1.1 S1.2
SECTION7
3/4" = 1'-0"S1.1 S1.2
SECTION14
3/4" = 1'-0"S1.1 S1.2
SECTION8
3/4" = 1'-0"S1.1 S1.2
SECTION10
3/4" = 1'-0"S1.1 S1.2
SECTION12
3/4" = 1'-0"S1.1 S1.2
SECTION11
REVISIONS
DATE DESCRIPTION
AIR DEVICE AND DUCTWORK SYMBOLS
NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE IN INCHES AND INDICATE INSIDE FREE AREA UNLESS NOTED OTHERWISE.
PIPING SYMBOLS
DOUBLE LINE DUCTWORK SYMBOLS
CFM
S-1
100
HVAC LEGEND
HUMIDITY SENSOR
EXHAUST GRILLE OR REGISTER
SUPPLY DIFFUSER
RETURN GRILLE OR REGISTER
THERMOSTAT OR TEMPERATURE SENSOR
REVISION NOTES
RECTANGULAR DUCT
H
T
PIPE TURNING UP
PIPE TURNING DOWN
ROUND DUCT
22x12
12"Ø
#
D DRAIN LINE
RS REFRIGERANT SUCTION
REFRIGERANT LIQUID
BALL VALVE
RL
C02 SENSORC
DIFFUSER, GRILLE OR REGISTER, 3 WAY FLOW
SUPPLY DUCT TURNING UP
RETURN DUCT TURNING DOWN
FLEXIBLE DUCT
FLEXIBLE DUCT CONNECTION
SUPPLY DUCTWORK
RETURN DUCTWORK
EXHAUST DUCTWORK
FIRE DAMPER WITH ACCESS DOOR
MANUAL VOLUME DAMPER (MVD)
ACCESS DEVICE - SEE SPECIFICATIONSAD
MOTOR OPERATED DAMPER (MOD) W/ ACCESS DOORM
NECK SIZE
DEVICE TYPE12"Ø
TYPICAL AIR DEVICE TAG
POINT OF CONNECTION - NEW TO EXISTING
REMOVE EXISTING TO THIS POINT
EXISTING PIPES/DUCTWORK TO REMAIN (ON SINGLE LINE DRAWINGS)
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 KEY NOTES - DEMOLITION#
DEMOLITION LEGEND
@ ATA AMPERE(S)AAV AUTOMATIC AIR VENTABV ABOVEAC AIR CONDITIONINGACCU AIR-COOLED CONDENSING UNITAFF ABOVE FINISHED FLOORAFMS AIR FLOW MEASURE STATIONAHU AIR HANDLING UNITAI ANALOG INAO ANALOG OUTAPD AIRSIDE PRESSURE DROPARCH ARCHITECTURALAS AIR SEPARATORATC AUTOMATIC TEMPERATURE CONTROL
B BOILERBAS BUILDING AUTOMATION SYSTEMBHP BRAKE HORSEPOWERBLDG BUILDINGBOT BOTTOMBSMT BASEMENTBTWN BETWEEN
CAV CONSTANT AIR VOLUMECFM CUBIC FEET PER MINUTECHR CHILLED WATER RETURNCHS CHILLED WATER SUPPLYCHW CHILLED WATERCL CENTERLINECLG COOLINGCLR CLEARCO CLEANOUTCOL COLUMNCONC CONCRETECOND CONDENSATECP CONDENSATE PUMPCU CONDENSING UNITCU.FT CUBIC FEET
D DRAINDB DRY BULBDBA A-WEIGHTED DECIBELSDDC DIRECT DIGITAL CONTROLDEG DEGREE(S)DI DIGITAL INDIA DIAMETERDIV DIVISIONDN DOWNDO DIGITAL OUTDTL DETAIL DX DIRECT EXPANSION
EA EXHAUST AIR EAT ENTERING AIR TEMPERATUREEER ENERGY EFFICIENCY RATIOEF EXHAUST FANELEC ELECTRICALELEV ELEVATIONEQIP EQUIPMENTERU ENERGY RECOVERY UNITERV ENERGY RECOVERY VENTILATORESP EXTERNAL STATIC PRESSUREET EXPANSION TANKEWT ENTERING WATER TEMPERATUREEX EXISTING(E) EXISTING
FCU FAN COIL UNITFD FIRE DAMPERFF FILTER FEEDERFLA FULL LOAD AMPERESFLR FLOORFLEX FLEXIBLEFPB FAN-POWERED BOXFPI FINS PER INCHFSD FIRE/SMOKE COMBINATION DAMPERFT FOOT, FEET
FV FLOW VALVE
GAL GALLON(S)GPM GALLONS PER MINUTE
H HUMIDIFIERHR HOURHORIZ HORIZONTALHP HEAT PUMP, HORSE POWERHTG HEATINGHW HOT WATERHWR HOT WATER RETURNHWS HOT WATER SUPPLYHWP HOT WATER PUMP
LAT LEAVING AIR TEMPERATURELF LINEAR FOOTLWT LEAVING WATER TEMPERATURE
MAX MAXIMUMMBH THOUSAND BTUHMCA MINIMUM CIRCUIT AMPACITYMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMOP MAXIMUM OVERCURRENT PROTECTIONMTD MOUNTED
N/A NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNO. NUMBERNTS NOT TO SCALE
OA OUTSIDE AIROAU OUTSIDE AIR UNITOFCI OWNER FURNISHED;
CONTRACTOR TO INSTALLOPNG OPENING
PCF POUNDS PER CUBICFOOTPD PRESSURE DROPPDU POOL DEHUMIDIFICATION UNITPLBG PLUMBINGPRV PRESSURE REDUCING VALVEPSI PUNDS PER SQUARE INCH
QTY QUANTITY
RA RETURN AIRRAF RETURN AIR FANREQD REQUIREDRF RELIEF AIRRM ROOMRTU ROOFTOP UNIT
SA SUPPLY AIRSAF SUPPLY AIR FANSAN SANITARYSAT SOUND ATTENUATORSB SECURITY BARSSCH SCHEDULESD SMOKE DETECTORSP STATIC PRESSURESPF STAIR PRESSURIZATION FANSQFT SQUAREFOOTSS SOLID SEPARATORSTD STANDARDSTOR STORAGESW SWITCH
TD TRANSFER DUCTTF TRANSFER FANTEMP TEMPERATURETS TEMPERATURE SENSORTSP TOTAL STATIC PRESSURETYP TYPICAL
UC UNDERCUTUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUV UNIT VENTILATOR
VAV VARIABLE AIR VOLUMEVERT VERTICALVFC VARIABLE FREQUENCY CONTROLLERVFD VARIABLE FREQUENCY DRIVEVS VELOCITY SENSOR (AIRFLOW)VTR VENT THROUGH ROOF
W/ WITHW/O WITHOUTWB WET BULBWCCU WATER-COOLED CONDENSING UNITWG WATER GAUGEWH WATER HEATERWPD WATER PRESSURE DROPWWM WELDED WIRE MESH
XFMR TRANSFORMER
ABBREVIATIONS
EQUIPMENT TAGS
AHU-X
FPB-X-X
UNIT NO.
UNIT NO.
MAIN UNIT NO.
EQUIPMENT TYPE
EQUIPMENT TYPE
2-WAY FLOW DIFFUSER
1-WAY FLOW DIFFUSER
FLAT OVAL DUCT22/12Ø
SHEET LISTSheet Number Sheet Name
100 Start Up
M0.1 LEGEND AND NOTES
M0.2 SCHEDULES
M0.3 DETAILS
M0.4 SPECIFICATIONS
M1.1 FIRST FLOOR DEMOLITION - HVAC
M1.2 FIRST FLOOR PLAN - HVAC
M2.1 FIRST FLOOR DEMOLITION - PIPING
M2.2 FIRST FLOOR PLAN - PIPING
M3.1 CONTROLS - MECHANICAL
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
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M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
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80
4)
79
4-7
555
F
AX
(8
04
) 3
55
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LEGEND AND
NOTES
400
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563122AUGUST 20, 2020
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
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8/2
0/2
02
0 3
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1 P
M
LEGEND AND
NOTES
400
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M0.1
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
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8/2
0/2
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0 3
:51:4
1 P
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SCHEDULES
400
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563122AUGUST 20, 2020
1. PROVIDE THERMOSTAT AND DISCONNECT SWITCH.
2. PROVIDE 2" PEDESTALS, ENCLOSURE, 6" CONTROL SECTION AND END CAPS, SEE DRAWINGS FOR ENCLOSURE LENGTH.
ELECTRIC BASEBOARD SCHEDULEUNIT
NUMBERLOCATIONS AND AREAS
SERVED LENGTH
ELECTRICAL DATA SELECTION BASED ONREMARKS
W/LF V PH HZ MANUFACTURE MODEL NO.
BBR-1 SECURITY LOBBY L88 10 250 208 1 60 VULCAN RDBT-PD-10 1, 2
BBR-2 SECURITY LOBBY L88 10 250 208 1 60 VULCAN RDBT-PD-10 1, 2
AIR DISTRIBUTION DEVICE SCHEDULE
TAG SERVICE MAX FLOW(CFM)
MIN FLOW(CFM)
SELECTION BASED ON REMARKS/ACCESSORIESMANUFACTURE MODEL NO.
R-1 RETURN 1200 CFM 750 CFM PRICE 80 1
R-2 RETURN 1200 CFM 750 CFM PRICE 500 2, 3
S-1 SUPPLY 300 CFM 188 CFM PRICE ASPD 4
S-2 SUPPLY 38 CFM 24 CFM PRICE SDS100 5
VARIABLE AIR VOLUME TERMINAL BOX SCHEDULE
TAG
PRIMARY AIR
TSB (IN WG)
HOT WATER HEATING COIL DATA
HEATINGBTU/H MAKE MODELMIN CFM MAX CFM EAT
AIR SIDE WATER SIDE
LAT SP GPM EWT LWT ROWS
TU-1-37 750 1200 55 °F 0.10 in-wg 95 °F 0.10 in-wg 2.0 180 °F 150 °F 1 22000 Trane VCWF14
1. PROVIDE BOXES WITH 277V/1PH PRIMARY POWER
HEAT PUMP - INDOOR UNIT SCHEDULE
UNITNUMBER
LOCATIONS AND AREASSERVED
AIRFLOW CFM
NominalTonnage SEER
COOLINGSENSIBLE
BTU/H
COOLINGTOTALBTU/H
RATEDPOWERINPUT
HEATINGTOTALBTU/H HSPF
ELECTRICAL DATA SELECTION BASED ON
REMARKS
MCAMOCPAMPS V PH HZ MANUFACTURE MODEL NO.
HP-1-1 SECURITY LOBBY L88 1000 3.5 21 33180 42000 3070 48000 3.3 2 15 208 1 60 Mitsubishi Electric PLA-A42 1, 2, 3, 4, 5
HP-1-2 SECURITY LOBBY L88 1000 3.5 21 33180 42000 3070 48000 3.3 2 15 208 1 60 Mitsubishi Electric PLA-A42 1, 2, 3, 4, 5
1. PROVIDE MERVE-10 FILTER.
2. PROVIDE INTEGRAL CONDENSATE PUMP.
3. PROVIDE BACNET AND MODBUS INTERFACE.
4. PROVIDE WIRED WALL-MOUNTED CONTROL/T-STAT.
5. PROVIDE DISCONNECT SWITCH.
HEAT PUMP - OUTDOOR UNIT SCHEDULE
UNITNUMBER
LOCATIONS AND AREASSERVED
NOMINALTONNAGE
COOLINGDATA
HEATINGDATA ELECTRICAL DATA SELECTION BASED ON
REMARKS
MBH MBH MCAMOCPAMPS V PH HZ MANUFACTURE MODEL NO.
CU-1-1 SECURITY LOBBY L88 3.5 42 48 25 30.0 208 1 60 Mitsubishi Electric PUZ-A42 1, 2, 3, 4
CU-1-1 SECURITY LOBBY L88 3.5 42 48 25 30.0 208 1 60 Mitsubishi Electric PUZ-A42 1, 2, 3, 4
1. PROVIDE WITH LOW AMBIENT KIT FOR OPERATION DOWN TO 0 DEGREES FAHRENHEIT.
2. PROVIDE BACNET AND MODBUS INTERFACE.
3. PROVIDE OUTDOOR UNIT MOUNTING PAD.
4. PROVIDE DISCONNECT SWITCH.
RETURN AIR DUCT ALL INDOOR - - -
EXHAUST AIR DUCT ALL INDOOR - - -
SUPPLY AIR DUCT ALL INDOOR DW 2" -
MATERIAL THICKNESSITEMS SYSTEM LOCATION
INSULATION FIELDAPPLIEDJACKET
REMARKS
DUCTWORK: LN - LINER; DW - DUCTWRAP; DB - DUCTBOARD
AL - ALUMINUM; ALG - ALUMAGUARD; PVC - POLYVINYL CHLORIDE
MECHANICAL DUCTWORK INSULATION SCHEDULE
1. 24" X 24" RETURN GRILLE TO PLENUM RETURN SPACE.
2. 40" X 18" RETURN GRILLE THROUGH WALL
3. CONNECT PLENUM RETURN AREAS ABOVE CEILING
4. 24" X 24" SUPPLY DIFFUSER
5 3' TWO SLOT LINEAR DIFFUSER
REVISIONS
DATE DESCRIPTION
VAV BOX W/HW COIL DETAILNOTE: COORDINATE WITH MANUFACTURER'S INSTALLATION GUIDE
LOW VELOCITYSUPPLY DUCTWORK
3/8"DRAINVALVESTRAINER
SERVICE VALVE (TYP.)
3/8"MANUALAIR VENT
TERMINAL BOXHANGER RODS (TYP.)
HWS & HWRMAINS
FLOW REGULATOR
2-WAY AUTO CONTROL VALVE
PRESS/TEMP TEST PORT (TYP.)
BRANCH TAP
SQUARE TO ROUND
HIGH VELOCITY FLEX DUCT SAME SIZE AS BOX INLET (MAX. 3'-0" LONG)
PRIMARY AIRY DUCT
BRANCH TAKE-OFFS
OFFSETS90° RADIUS ELBOWS90° TEES
AIR DEVICE TAKE-OFFS
LOW PRESSURE DUCTWORK STANDARD
DD
DD
DD
DD
YX
YX
DAMPER QUADRANT
D
DAMPER QUADRANT
D
XY
SPLITDAMPER
X LESS THAN 12"
C CFM
A CFMB CFM
x Y=XA CFM
C CFMY=X
X=12" OR MORE
C CFM
A CFM
C CFM
B CFM A CFM
x
WHERE POSSIBLEFULLRADIUS
PREFERRED OFFSET
D LESS THAN 12"USE VANED ELBOWIF D=12" OR MORE
X OR Y LESS THAN 12"R1=(X+Y)/2R2=X+Y
R2
R1
Y
X
DR=D
R
D
X OR Y LESS THAN 12"
R2=Y+ZR1=(Y+Z)/2
R2=X+WR1=(X+W)/2
R2WR1
SPLIT DAMPER
Z R1R2
YX
SPLIT DAMPER20°MAX.
X OR Y=12" OR MORE
SPLITDAMPER
XY
D
MIN.1/2 D D
D
CEILING
AIR DEVICE
AIR CONNECTION VIAFLEX. DUCT
D
HARD ELBOW
FLEX. DUCT TRUNK DUCT
NOTE: ALL DUCTWORK FABRICATION SHALL MEET SMACNA STANDARD (LATESTEDITION)
NOTES:
1. ALL DUCT FITTING/ACCESSORIES SHALL CONFORM TO SMACNA STANDARDS.
2. FLEX DUCT SHALL NOT EXCEED 5 FEET.3. ANY BENDS ON FLEX. DUCT SHALL BE
MADE WITH NO LESS THAN ONE DUCT DIAMETER CENTERLINE RADIUS. FLEX DUCT SHALL NOT BE COMPRESSED.
USE WHEN COIL ORDIFFUSER IS 36" ORLESS FROM BRANCH
TAKE-OFF
VERTICAL DROPTO AIR DEVICE
FROM TRUNK DUCT
CEILING
AIR DEVICE
ROUND DUCT TAKE-OFFFROM RECTANGULAR MAIN
(RETURN AIR)
ROUND DUCT TAKE-OFFFROM RECTANGULAR MAIN
(SUPPLY AIR)
DAMPERQUADRANT
SPLITDAMPER
DAMPER QUADRANT
NOTE: COORDINATE WITH STRUCTURAL ENGINEER
TYPICAL EQUIPMENT SUPPORT DETAIL
METAL WIRE TIE DOWN (TYPICAL)
AT STEEL JOISTS
L4x4x1/4
HANGER ROD
BAR JOIST AT 1'-0" O.C.
DRILL ANGLE TO MATCH HANGER ROD WITH DOUBLE NUTS AS REQUIRED BY EQUIPMENT
LINEAR DIFFUSER INSTALLATION DETAILNOTE: COORDINATE WITH MANUFACTURER'S INSTALLATION GUIDE
PRE-FABRICATED INSULATED PLENUM.
SEE ARCH,PLAN FORCEILING TYPE.
SEE SCHEDULEFOR DIFFUSERMODEL AND SIZE.
RETURN GRILLE WITH SOUND ATTENUATION DETAILNOTE: SEE FLOOR PLAN FOR SIZE AND LOCATION
FOR PLENUM RETURN SYSTEM
RETURN GRILLE SEE MECH. PLANS FOR SIZE AND LOCATION
1" LINER
CEILING
FULL SIZE 90 DEGREEELBOW, W/O VANE
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:51:4
2 P
M
DETAILS
400
N 9
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232
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M0.3
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
MECHANICALGENERAL NOTES:
1. LU + SMITH ENGINEERS, PLLC HAS NOT PERFORMED ANY ASBESTOS INSPECTION AND IS NOT AWARE OF, NOR WILL BE RESPONSIBLE FOR ANY ASBESTOS RELATED ITEMS. ASBESTOS RELATED ITEMS WILL BE HANDLED UNDER A SEPARATE CONTRACT WITH THE BUILDING OWNER. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNERS ASBESTOS ABATEMENT CONTRACTOR FOR TESTING AND REMOVAL PRIOR TO ANY ACTUAL CONSTRUCTION.
2. ALL PERSONS PROPOSING TO SUBMIT QUOTATIONS IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS ARE EXPECTED TO VISIT THE SITE OF THE WORK COVERED BY THE DOCUMENTS AND ARE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AS THEY AFFECT THE PROJECT. CLAIMS RESULTING FROM A FAILURE TO VISIT THE SITE OR INSPECT THE EXISTING CONDITIONS WILL NOT BE CONSIDERED.
3. THE BUILDING IS TO REMAIN OCCUPIED DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL VERIFY IN ADVANCE WITH THE OWNERS REPRESENTATIVE FOR ACCESS TO AREAS OF CONSTRUCTION. ANY AND ALL SYSTEM SHUTDOWNS WILL REQUIRE SCHEDULING WITH THE OWNERS REPRESENTATIVE. THE CONTRACTOR IS ADVISED THAT SOME AREAS OF CONSTRUCTION WILL BE PERFORMED AFTER NORMAL WORKING HOURS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND SHALL NOTIFY THE ARCHITECT IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM ACCOMPLISHING THE INTENT OF THE DOCUMENTS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER SHALL MEAN THE CONTRACTOR HAS PROCEEDED AT HIS OWN EXPENSE. NO ADDITIONAL COST WILL BE CONSIDERED FOR ANY REWORK REQUIRED BECAUSE OF EXISTING CONDITIONS NOT BEING AS INDICATED.
5. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE COMPLETION OF ALL MECHANICAL WORK SHOWN ON THE DRAWINGS AND/OR SPECIFIED. THIS WILL INCLUDE ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION.
6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES TO THE ARCHITECT/ENGINEER FOR APPROVAL. WRITTEN SUBMITTALS SHALL BE FORWARDED IN SIX (6) COPIES AND CLEARLY MARKED TO INDICATE SPECIFIC ITEM, PERFORMANCE OR CAPACITIES, SIZE, COLOR AND LOCATION OF USE. ALL SUBMITTALS SHALL BE CHECKED, DATED, PRESENTED AND LABELED IN A CLEAR AND THOROUGH MANNER. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: FAN COIL UNITS, AIR HANDLING UNITS, CONDENSING UNITS, EXHAUST FANS, UNIT HEATERS, ROOF TOP UNITS, PUMPS, CHILLERS, BOILERS, DUCT ACCESSORIES, AIR DEVICES AND ALL PIPING AND ACCESSORIES. ALL ITEMS LISTED ON DRAWINGS AND/OR IN SPECIFICATIONS ARE NOT INTENDED TO PRECLUDE THE USE OF OTHER PRODUCTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MODIFICATIONS, REROUTING, RELOCATION AND VARIATIONS AT NO EXTRA COST TO THE OWNER WHEN AND IF SUBSTITUTED ITEMS ARE APPROVED FOR USE.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE STATE AND LOCAL CODES, THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE ENVIRONMENTAL PROTECTION AGENCY (EPA) AND THE LOCAL AUTHORITIES HAVING JURISDICTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF TRADES WITH EXISTING STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEMS AND PROVIDING NECESSARY OFFSETS, TRANSITIONS, PIPE REROUTING, MATERIALS AND LABOR TO ARRANGE EQUIPMENT, DUCTWORK AND PIPING AS REQUIRED FOR A PROPER AND ACCESSIBLE INSTALLATION. CLOSE COORDINATION WILL BE REQUIRED FOR ALL SERVICES ABOVE CEILING.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRING AND CONDUITS SERVING ANY AUTOMATIC TEMPERATURE CONTROLS RELATED ITEMS. THIS INCLUDES BUT IS NOT LIMITED TO THERMOSTATS, TIMECLOCKS, MOTOR OPERATED DAMPER ACTUATORS, SMOKE DETECTORS, DUCT PRESSURE SENSORS, STATIC PRESSURE CONTROLLERS, END SWITCHES, FAN INTERLOCKS, CONTACTORS AND ALL ACCESSORIES FOR A FULLY FUNCTIONING AUTOMATIC TEMPERATURE CONTROLS SYSTEM.
9. ALL PENETRATIONS SHALL BE SLEEVED. PENETRATIONS IN RATED ENCLOSURES SHALL BE SEALED WITH APPROVED FIRE RESISTIVE MATERIALS. PENETRATIONS IN EXTERIOR ENCLOSURES SHALL BE SEALED WEATHERTIGHT. PENETRATIONS IN FINISHED AREAS SHALL HAVE ESCUTCHEON PLATES OR FINISHED FLANGES.
10. ALL ITEMS, EQUIPMENT AND ACCESSORIES INSTALLED IN PLENUMS SHALL BE PLENUM RATED.
DEMOLITION:
1. THE CONTRACTOR SHALL CLOSELY COORDINATE LIMITS OF DEMOLITION WITH NEW WORK FOR THIS AREA.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SCRAP MATERIALS AND DEBRIS ASSOCIATED WITH THIS WORK FROM THE SITE. ASCERTAIN AS TO WHAT MATERIAL OR EQUIPMENT IS TO REMAIN IN POSSESSION OF THE OWNER.
3. ALL EQUIPMENT, DUCTWORK, PIPING, WIRING, ETC. DESIGNATED FOR REMOVAL SHALL INCLUDE ALL HANGERS, SUPPORTS AND APPURTENANCES. ANY SERVICE NOT TOTALLY REMOVED OR REUSED SHALL BE CAPPED, SEALED, OR OTHERWISE TERMINATED IN AN ACCEPTABLE MANNER.
DUCTWORK:
1. PROVIDE FINAL CONNECTION TO ALL EQUIPMENT FURNISHED BY OWNER AND/OR OTHERS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING OF SYSTEM AS REQUIRED TO OBTAIN INDICATED AIRFLOW AT EACH AIR DEVICE AND/OR PIECE OF EQUIPMENT ACCORDING TO SMACNA STANDARDS (NEBB OR AABC STANDARDS ARE ALSO ACCEPTABLE).
3. THE ROUTING OF ALL DUCTWORK AS SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF EQUIPMENT, DUCTWORK AND SPECIALTIES. CONTRACTOR WILL BE RESPONSIBLE FOR THE EXACT LOCATION AND COORDINATION OF ALL ITEMS.
4. ALL DUCTWORK SHOWN ON PLANS OR INDICATED BY NOTES SHALL BE CONCEALED ABOVE CEILING OR IN WALLS UNLESS NOTED OTHERWISE.
5. SUPPLY DUCTWORK FROM AIR HANDLING UNITS TO FAN POWERED TERMINAL BOXES SHALL BE MEDIUM PRESSURE GALVANIZED SHEET METAL.
6. SUPPLY DUCTWORK FROM FAN POWERED TERMINAL BOXES TO AIR DISTRIBUTION DEVICES SHALL BE LOW PRESSURE GALVANIZED SHEET METAL WITH FLEXIBLE DUCT BRANCHES.
7. SUPPLY DUCTWORK SHALL BE LOW PRESSURE GALVANIZED SHEET METAL WITH FLEXIBLE DUCT BRANCHES.
8. RETURN AIR, OUTSIDE AIR AND EXHAUST DUCTWORK SHALL BE LOW PRESSURE GALVANIZED SHEET METAL.
9. ALL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA): DUCT CONSTRUCTION STANDARDS, LATEST EDITION; SIZED PER EQUAL FRICTION METHOD BASED ON 0.40" (MEDIUM PRESSURE) AND 0.07" (LOW PRESSURE) FRICTION LOSS PER 100 FT OF DUCT. ANY DEVIATIONS FROM THE FITTING TYPES AS SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY FABRICATION OR INSTALLATION.
10. DUCTWORK PRESSURE CLASSIFICATIONS: ALL LOW PRESSURE DUCTWORK SHALL BE CONSTRUCTED AT MIN. +/- 2.0 IN WG; ALL MEDIUM PRESSURE DUCTWORK SHALL BE CONSTRUCTED AT MIN. +/-4.0 IN WG. IF DUCTWORK’S FORESEEN STATIC PRESSURE IS HIGHER THAN +/-2.0 IN WG (FOR LOW PRESSURE) OR +/- 4.0 IN WG (FOR MEDIUM PRESSURE), THE NEXT AVAILABLE PRESSURE CLASS THAT IS GREATER THAN THE FORESEEN STATIC PRESSURE SHALL BE USED.
11. DUCTWORK SEALING: ALL DUCTWORK SHALL BE SEALED ACCORDING TO SMACNA ‘STANDARD DUCT SEALING REQUIREMENTS TABLE’.ALL INDOOR DUCTWORK SHALL BE SEALED AT MINIMUM ‘B’ LEVEL; ALL OUTDOOR DUCTWORK OR DUCTWORK LOCATED IN UNCONDITIONED SPACE SHALL BE SEALED AT ‘A’ LEVEL.
12. ALL DUCT DIMENSIONS ARE IN INCHES AND ARE INSIDE CLEAR.
13. ALL DUCTWORK INCLUDING THE DUCT, DUCT FITTINGS, PLENUMS, AIR DEVICES, ETC. SCHEDULED TO BE WRAPPED (DW) SHALL BE INSULATED WITH FLEXIBLE FIBERGLASS INCLUDING FLAME RETARDANT LAMINATED KRAFT REINFORCED ALUMINUM FOIL VAPOR BARRIER. MINIMUM DENSITY SHALL BE 0.75 LB/CU FT. ALL INSULATION JOINTS SHALL BE TAPED. DUCTWRAP TAPE SHALL BE HIGH TENSILE ALUMINUM FOIL COATED ON ONE SIDE WITH A HIGH PERFORMANCE ACRYLIC ADHESIVE.
14. ALL DUCTWORK INCLUDING PLENUMS, TRANSITIONS AND FITTINGS SCHEDULED TO BE LINED (LN) SHALL BE INSULATED WITH LINER OF GLASS FIBER WITH A "K" VALUE OF 0.24 AT 75 DEGREES F MAXIMUM (TO 4,000 FPM). MINIMUM DENSITY SHALL BE 1.5 LB/CU FT.
15. ALL EXTERIOR DUCTWORK SHALL BE INSULATED WITH RIGID RESIN BONDED FIBERGLASS INSULATION, MINIMUM DENSITY 4.2 LB/CF. INSULATION SHALL BE SUPPORTED WITH MINIMUM 1" X .015" THICK (30 GA) DRAW BANDS DRAW BANDS INDEPENDENT OF FIELD-APPLIED JACKET. PROVIDE SELF-ADHESIVE OUTDOOR JACKET, 60-MIL THICKNESS (ALUMAGUARD OR EQUAL) ACCORDING TO MANUFACTURER’S INSTALLATION GUIDE. DUCTWORK SHALL BE SUPPORTED FROM ROOF WITH SUPPORTS MAXIMUM 10'-0" O.C
16. PROVIDE FLEXIBLE DUCT CONNECTION AT DUCTWORK CONNECTIONS TO ALL MECHANICAL EQUIPMENT SUBJECT TO VIBRATION.
17. ALL SUB-MAIN AND BRANCH DUCTS CONNECTION TO TRUNK DUCTS, SHALL HAVE BOOT FITTINGS WITH 45 DEG. FLARE (SQUARE TO ROUND CONNECTIONS SHALL ALSO HAVE 45 DEG. FLARE). PROVIDE AND INSTALL ALL REQUIRED DAMPERS TO ALLOW SYSTEMS TO BE BALANCED PER DRAWINGS. ALL DAMPERS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE BRANCH TAP, IN ORDER TO REDUCE NOISE AT DIFFUSERS/GRILLES.
18. ALL BRANCH DUCT RUNOUTS TO DIFFUSERS SHALL BE FULL CONNECTION SIZE OF DIFFUSER, UNLESS NOTED OTHERWISE.
19. INSULATED FLEXIBLE DUCT SHALL BE CUT TO EXACT LENGTH REQUIRED (MAXIMUM 5'-0" LONG). MAINTAIN MINIMUM 1.5 RADIUS RATIO WHERE BENDING OR OFFSETTING IS NECESSARY. MAXIMUM BEND SHALL BE NO MORE THAN 90 DEGREES. NO MORE THAN ONE CHANGE OF DIRECTION WILL BE ALLOWED IN EACH FLEXIBLE DUCT SECTION. COILING OR UNNECESSARY OFFSETS OF DUCTWORK SHALL NOT BE PERMITTED.
20. FIRE DAMPERS SHALL BE EQUAL TO AIR BALANCE MODEL D19B 1 ½ HOUR DYNAMIC RATING. THEY SHALL COMPLY WITH UL 555 AND BE INSTALLED IN ACCORDANCE WITH SMACNA AND NFPA (LATEST EDITIONS). PROVIDE ACCESS DOORS IN DUCTWORK AT ALL FIRE DAMPERS (DESIGNATED FD W/AD).
21. ALL DUCT PENETRATIONS ON SMOKE PARTITION SHALL BE SEALED AIR-TIGHT.
EQUIPMENT:
1. PROVIDE SMOKE DETECTORS FOR ALL MECHANICAL EQUIPMENT PER APPLICABLE CODE AND NFPA. ALL SMOKE DETECTORS SHALL BE INTERLOCKED WITH THE CENTRAL ALARM SYSTEM IF SUCH A SYSTEM EXISTS.
2. PROVIDE SPRING TYPE VIBRATION ISOLATORS FOR ALL EQUIPMENT SUPPORTED FROM OR BEARING ON ANY PART OF THE BUILDING STRUCTURE.
3. SPLIT SYSTEM HEAT PUMP:
PROVIDE: CONDENSATE PIPING TO OUTDOORS, WITH LOW VOLTAGE CONTROL TRANSFORMER, START CAPACITOR AND RELAY, DIGITAL AUTOMATIC INDOOR CHANGEOVER THERMOSTAT, TIME GUARD ANTI-CYCLE KIT AND LIQUID LINE SOLENOID VALVE, LOW AMBIENT OPERATION TO 0 DEGREES F AMBIENT.
5. INSTALL REFRIGERANT PIPING, VALVES AND ALL ACCESSORIES REQUIRED TO ENSURE A COMPLETE, SAFE AND OPERATING SYSTEM. THE DESIGN, SIZING, PITCHING AND LAYOUT OF THE REFRIGERANT PIPING SYSTEMS SHALL BE MADE BY OR APPROVED BY THE REFRIGERANT EQUIPMENT MANUFACTURER. REFRIGERANT PIPING (ALL SIZES) SHALL BE TYPE M SOFT DRAWN COPPER WITH WROUGHT COPPER BRAZED FITTINGS. THE REFRIGERANT PIPING SHALL BE INSULATED. INSULATION SHALL BE FLEXIBLE, ELASTOMERIC, CLOSED CELL, TUBULAR MOLDED TO ACCOMMODATE PIPING, WATER RESISTANT, OZONE RESISTANT, MINIMUM DENSITY 6 LB/CF, MAXIMUM THERMAL CONDUCTIVITY PER 1" THICKNESS OF 0.27 AT 75 DEGREES F. ALL JOINTS TRANSVERSE AND LONGITUDINAL, SHALL BE SEALED.
PIPING:
1. EQUIPMENT DRAIN PIPING: ALL SIZES, TYPE DWV COPPER; WROUGHT COPPER DRAINAGE PATTERN FITTINGS; 95-5 SOLDER
2. ALL PIPING TO BE SUPPORTED ON MAXIMUM 5'-0" CENTERS.
3. HOT WATER HEATING AND CHILLED WATER PIPING: ALL SIZES, SCHEDULE 40 BLACK STEEL, SEAMLESS; 2" AND SMALLER SCREWED FITTINGS, GREATER THAN 2" BUTT WELD FITTINGS.
4. CLEAN, STERILIZE AND TEST ALL PIPING INSTALLED UNDER THIS CONTRACT IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES AND LOCAL AUTHORITIES HAVING JURISDICTION.
5. ALL PIPING INCLUDING FITTINGS SCHEDULED TO BE INSULATED SHALL USE FLEXIBLE ELASTOMERIC INSULATION OR RIGID FIBERGLASS INSULATION. ALL COLD WATER PIPING TO HAVE VAPOR BARRIER.
6. THE ROUTING OF ALL PIPING AS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF PIPING, FIXTURES, AND SPECIALTIES. CONTRACTOR WILL BE RESPONSIBLE FOR THE EXACT LOCATION AND COORDINATION OF ALL ITEMS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING OF SYSTEM AS REQUIRED TO OBTAIN INDICATED WATER FLOW AT EACH PIECE OF EQUIPMENT.
8. ALL PIPING SHOWN ON PLANS OR INDICATED BY NOTES SHALL BE CONCEALED ABOVE CEILING OR IN WALLS UNLESS NOTED OTHERWISE.
9. GAS PIPING: ALL SIZES, SCHEDULE 40 BLACK STEEL; WELDED FITTINGS. DO NOT INSTALL VALVE IN RETURN AIR PLENUMS.
CONTROLS:
1. PROVIDE CONTROLS EQUIPMENT COMPATIBLE WITH EXISTING BAS, AND COMMUNICATION/CONTOLS FOR ALL NEW EQUIPMAENT THROUGH THE BAS INDLUDING SETPOINT CONTROLS AND ALARMS.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
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1 2 4 53 6 7 8 9 10
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8/2
0/2
02
0 3
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2 P
M
SPECIFICATIONS
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
CO
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CU
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PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
M0.4
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6 A-8
A-8
1. 3.4.
2.
1.
1.
2.
(E) VAV-ETR
(E)VAV-ETR
BASEBOARD-REMOVE
BASEBOARD-REMOVE
BASEBOARD-REMOVE
BASEBOARD-REMOVE
(E) T-STAT
(E) T-STAT
MAIN LOBBY
03
DEMOLITION KEYNOTES:1.
2.
3.
4.
EXISTING TO REMAIN
EXISTING: REMOVE, STORE, AND REINSTALL
EXISTING TO BE DEMOLISHED
EXISTING, CAP END
DEMOLITION NOTES:1.
2.
3.
4.
NEW FLOORSPACE TO BE SPRINKLERED TO MEET NFPA 13 STANDARDS, EXISTING SPRINKLERS TO BE REPLACED AND RELOCATED AS NECCESSARY TO ACCOMODATE CHANGES TO CEILINGS.
EXISTING VAVS, ASSOCIATED DUCTWORK & PIPING, THERMOSTATS, ETC. TO REMAIN.
REMOVE DEMOLISH EXISTING BASEBOARD RADIATION INDICATED ON THE FLOORPLAN, AND ASSOCIATED WIRING/CONDUIT.
DEMOLISH, LEAVE IN PLACE, REMOVE TO REINSTALL AIR DIEVICES AS INDICATED BY KEYNOTES.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
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D
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1 2 4 53 6 7 8 9 10
F
G
H
I
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8/2
0/2
02
0 3
:51:4
2 P
M
FIRST FLOOR
DEMOLITION -
HVAC
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
M1.1
563122AUGUST 20, 2020
1/4" = 1'-0"1
FIRST FLOOR DEMOLITION - HVAC
REVISIONS
DATE DESCRIPTION
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6 A-8
A-8
TU-1-37
HP-1-2
HP-1-1
BBR-2
BBR-1
CU-1-2
CU-1-1
(E) T-STAT
(E) T-STAT
T-STAT
T-STAT
Supply Air10ø
Supply Air10ø
Supply
Air
15x15Supply Air
10ø
(E) VAV-ETR
(E)VAV-ETR
Supply
Air
10ø
Supply
Air
14ø
CONNECT NEW DUCTWORK TO EXISTING SUPPLY DISTRIBUTION
MAIN LOBBY
03
SECURITYLOBBY
02
SECURITYVESTIBULE
01
CAP EXISTING DUCTWORK TO REMAIN (TYP)
S-1
S-1
R-1
S-2
S-2
S-2
S-2
S-2 S-2 S-2 S-2
R-2
HVAC NOTES:1. NEW FLOOR SPACE TO BE SPRINKLERED TO MEET NFPA 13 STANDARDS,
EXISTING SPRINKLERS TO BE REPLACED AND RELOCATED AS NECCESSARY TO ACCOMODATE CHANGES TO CEILINGS.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
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1 2 4 53 6 7 8 9 10
F
G
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8/2
0/2
02
0 3
:51:4
3 P
M
FIRST FLOOR
PLAN - HVAC
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
M1.2
563122AUGUST 20, 2020
1/4" = 1'-0"1
FIRST FLOOR PLAN - HVAC
REVISIONS
DATE DESCRIPTION
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6 A-8
A-8
BASEBOARD-REMOVE
BASEBOARD-REMOVE
BASEBOARD-REMOVE
BASEBOARD-REMOVE
(E) VAV-ETR
(E)VAV-ETR
MAIN LOBBY
03
DEMOLITION KEYNOTES:1.
2.
3.
4.
EXISTING TO REMAIN
EXISTING: REMOVE, STORE, AND REINSTALL
EXISTING TO BE DEMOLISHED
EXISTING, CAP END
DEMOLITION NOTES:1.
2.
3.
4.
NEW FLOORSPACE TO BE SPRINKLERED TO MEET NFPA 13 STANDARDS, EXISTING SPRINKLERS TO BE REPLACED AND RELOCATED AS NECCESSARY TO ACCOMODATE CHANGES TO CEILINGS.
EXISTING VAVS, ASSOCIATED DUCTWORK & PIPING, THERMOSTATS, ETC. TO REMAIN.
REMOVE DEMOLISH EXISTING BASEBOARD RADIATION INDICATED ON THE FLOORPLAN, AND ASSOCIATED WIRING/CONDUIT.
DEMOLISH, LEAVE IN PLACE, REMOVE TO REINSTALL AIR DIEVICES AS INDICATED BY KEYNOTES.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
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1 2 4 53 6 7 8 9 10
F
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8/2
0/2
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0 3
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3 P
M
FIRST FLOOR
DEMOLITION -
PIPING
400
N 9
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JOH
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CU
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PR
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INIA
232
19
M2.1
563122AUGUST 20, 2020
1/4" = 1'-0"1
FIRST FLOOR DEOMLITION - PIPING
REVISIONS
DATE DESCRIPTION
7
7
6
6
5
5
BB
CC
6-7
6-7
5-6
5-6 A-8
A-8
TU-1-37
HP-1-2
HP-1-1
BBR-2
BBR-1
CU-1-2
CU-1-1
1/2
" H
WR
1/2
" H
W
MAIN LOBBY
03
SECURITYLOBBY
02
SECURITYVESTIBULE
01
HVAC NOTES:1. NEW FLOOR SPACE TO BE SPRINKLERED TO MEET NFPA 13 STANDARDS,
EXISTING SPRINKLERS TO BE REPLACED AND RELOCATED AS NECCESSARY TO ACCOMODATE CHANGES TO CEILINGS.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:51:4
3 P
M
FIRST FLOOR
PLAN - PIPING
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
M2.2
563122AUGUST 20, 2020
1/4" = 1'-0"1
FIRST FLOOR PLAN - PIPING
ON ROOF
ON ROOF
REVISIONS
DATE DESCRIPTION
TERMINAL UNIT CONTROL
BUILDING OCCUPANCY CONTROL
OCCUPIED MODE: MAINTAIN OCCUPIED MODE BASED UPON SIGNAL FROM AHU CONTROL, OR EXISTING BAS OCCUPANCY SCHEDULE.
UNOCCUPIED MODE: SWITCH TERMINAL UNIT TO UNOCCUPIED MODE BASED UPON SIGNAL FROM AHU CONTROL, OR EXISTING BAS OCCUPANCY SCHEDULE. RESET SONE TEMPERATURE COOLING AND HEATING SET POINTS TO UNOCCUPIED VALUES.
WARM-UP/COOL-DOWN MODE: SWITCH TERMINAL UNIT TO OCCUPIED MODE BASED UPON SIGNAL FROM AHU CONTROL, OR EXISTING BAS OCCUPANCY SCHEDULE. OPEN PRIMARY AIR DAMPER TO MINIMUM POSITION AND MODULATE PER TERMINAL UNIT CONTROL. RESET ZONE TEMPERATURE COOLING AND HEATING SET POINTS TO OCCUPIED VALUES
ZONE TEMPERATURE SETPOINTS: RESET ZONE TEMPERATURE SET POINTS AS FOLLOWS:
OCCUPIED MODE:COOLING SET POINT = 74°F +/- 2°F OCCUPANT ADJUSTMENTHEATING SET POINT = 70°F +/- 2°F OCCUPANT ADJUSTMENT
UNOCCUPIED MODE:COOLING SET POINT = 78°FHEATING SET POINT = 65°F
TEMPERATURE CONTROL
PRIMARY AIR DAMPER CONTROL: PRIMARY AIR DAMPER SHALL MODULATE IN A PD LOOP TO MAINTAIN ZONE AIR FLOW SET POINT. ZONE AIR FLOW SET POINT SHALL BE RESET BETWEEN MAXIMUM AND MINIMUM COOLING AIR FLOW SETTINGS AS SCHEDULED TO MAINTAIN ZONE COOLING TEMPERATURE SETPOINT WITH A 2°F (ADJUSTABLE) RESET RANGE. IF OUTSIDE AIR TEMPERATURE IS LESS THAN 40°F (ADJUSTABLE) AND THE ZONE TEMPERATURE SET POINT DROPS BELOW THE HEATING TEMPERATURE SETPOINTTHE ZONE AIR FLOW SET POINT SHALL BE SET TO ITS MINIMUM.
REHEAT COIL CONTROL: MODULATE REHEAT COIL CONTROL VALVE IN A PD LOOP TO MAINTAIN THE ZONE HEATING TEMPERATURE SET POINT WITH A 2°F (ADJUSTABLE) RESET RANGE. DISABLE VALVE WHEN ASSOCIATED AHU SA FAN IS OFF.
COOLING REQUEST: TERMINAL UNIT SHALL BE CAPABLE OF ISSUING A COOLING REQUEST TO THE ASSOCIATED AHU WHEN (1) THE PRIMARY COIL AIR DAMPER IS GREATER THAN 90% OPEN AND CALLING FOR COOLING OR (2) THE ZONE TEMPERATURE RISES ABOVE THE COOLING LOOP THROTTLING RANGE. (IN PLACE FOR POTENTIAL FUTURE AHU/VAV RENOVATIONS/UPGRADES)
HEATING REQUEST: TERMINAL UNIT SHALL BE CAPABLE OF ISSUING A HEATING REQUEST TO THE ASSOCIATED AHU WHEN (1) THE REHEAT COIL CONTROL VALVE IS GREATER THAN 90% OPEN AND CALLING FOR HEATING OR (2) THE ZONE TEMPERATURE DROPS BELOW THE HEATING LOOP THROTTLING RANGE. (IN PLACE FOR POTENTIAL FUTURE AHU/VAV RENOVATIONS/UPGRADES)
COOLING MODE: MODULATE PRIMARY AIR DAMPER BETWEEN MINIMUM AND MAXIMUM COOLING AIR FLOW SET POINTS TO MAINTAIN ZONE TEMPERATURE COOLING SET POINT.
HEATING MODE: MODULATE REHEAT COIL CONTROL VALVE TO MAINTAIN ZONE TEMPERATURE HEATING SET POINT.
MONITOR AND TREND:- PRIMARY AIR FLOW RATES (5 MINUTE INTERVALS)- PRIMARY AIR DAMPER POSITIONS (5 MINUTE INTERVALS)- DISCHARGE AIR AND ZONE TEMPERATURES (15 MINUTE INTERVALS)- ZONE TEMPERATURE SET POINT CHANGES- COIL CONTROL VALVE POSITIONS (5 MINUTE INTERVALS)
ALARMS:- AIR FLOW IS 30% (ADJUSTABLE MORE OR LESS THAN AIR FLOW SET POINT CONTINUOUSLY FOR 15 MINUTES (ADJUSTABLE).- ZONE TEMPERATURE IS 2°F (ADJUSTABLE) BELOW THE COOLING TEMPERATURE SETPOINT AND AIRFLOW IS MORE THAN 50% (ADJUSTABLE) HIGHER THAN SET POINT CONTINUOUSLY FOR 30 MINUTES (ADJUSTABLE).- ZONE TEMPERATURE IS 2°F (ADJUSTABLE) ABOVE THE HEATING TEMPERATURE SET POINT AND SUPPLY AIR TEMPERATURE IS MORETHAN 5°F HIGHER THAN THE PRIMARY AIR TEMPERATURE CONTINUOUSLY FOR 30 MINUTES (ADJUSTABLE).
TS FV VSFVTS
AI AO AIAOAI
RH
CO
IL
SA
WHERE SHOWN ON PLANS
HEAT PUMP
TEMPERATURE CONTROL
COMMUNICATION: BAS WILL SET COOLING AND HEATING SETPOINTS AT THE UNIT, MONITOR SPACE TEMPERATURE, AND ALARMS FROM THE UNIT
ZONE TEMPERATURE SETPOINTS: RESET ZONE TEMPERATURE SET POINTS AS FOLLOWS:
OCCUPIED MODE:COOLING SET POINT = 74°F +/- 2°F OCCUPANT ADJUSTMENT (OCCUPANT ADJUSTMENTS AS SET AT TERMINAL UNIT SPACE TEMPERATURE SENSOR IN THE SAME ZONE)HEATING SET POINT = 70°F +/- 2°F OCCUPANT ADJUSTMENT (OCCUPANT ADJUSTMENTS AS SET AT TERMINAL UNIT SPACE TEMPERATURE SENSOR IN THE SAME ZONE)
UNOCCUPIED MODE:COOLING SET POINT = 78°FHEATING SET POINT = 65°F
PACAKAGED CONTROLS: PACKAGED CONTROLS WILL MAINTAIN THE HEATING AND COOLING SETPOINTS.
MONITOR AND TREND:- ZONE TEMPERATURE SET POINT CHANGES- SPACE TEMPERATURE
ALARMS:- ERRORS AND ALARMS AVAILABLE FROM THE MANUFACTURER
ATS
DI DODO
WHERE SHOWN ON PLANS
S
ZON
E T
EM
PE
RA
TU
RE
SA
TE
MP
ER
AT
UR
E
HW
VA
LVE
PO
SIT
ION
DA
MP
ER
PO
SIT
ION
SA
AIR
FLO
W
ZON
E T
EM
PE
RA
TU
RE
TE
MP
ER
AT
UR
E S
ET
PO
INT
S
ALA
RM
S A
ND
ER
RO
RS
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
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8/2
0/2
02
0 3
:51:4
3 P
M
CONTROLS -
MECHANICAL
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
CO
UR
TS
SE
CU
RIT
Y IM
PR
OV
EM
EN
TS
RIC
HM
ON
D, V
IRG
INIA
232
19
M3.1
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
(E)PNL 'LA'100A 3Ø277/480V
30-SPACE (E)45KVAXFMR
(E)PNL 'LA'100A 3Ø277/480V
30-SPACE(E)45KVA
XFMR
SSS ,
SM
,
,
ALUMINUM WIRING IS ALLOWABLE FOR USE AS PER NEC REGULATIONS.CONTRACTOR SHALL PROVIDE ALL NECESSARY COPPER TO ALUMINUMSPLICE KITS AND CONNECTORS.
CONDUCTOR SIZE: AMPACITIES: COPPER 75°C: ALUMINUM:1412108643211/02/03/04/0250300350400500600750
ALUMINUM WIRING CHART:
202535506585100115130150175200230255285310335380420475
-20304050657590100120135155180205230250270310340385
ALUMINUM WIRING IS ALLOWABLE FOR USE AS PER NEC REGULATIONS.CONTRACTOR SHALL PROVIDE ALL NECESSARY COPPER TO ALUMINUMSPLICE KITS AND CONNECTORS.
CONDUCTOR SIZE: AMPACITIES: COPPER 75°C: ALUMINUM:1412108643211/02/03/04/0250300350400500600750
ALUMINUM WIRING CHART:
202535506585100115130150175200230255285310335380420475
-20304050657590100120135155180205230250270310340385
BRANCH CIRCUIT VOLTAGE DROP (3%)CONDUCTOR CIRCUIT VOLTAGE (VOLTS)
SIZE (AWG) TYPE OCPD (AMPS) 120 208
#12 CU 15 82 FT 142 FT
#10 CU 15 135 FT 235 FT
#8 CU 15 205 FT 356 FT
#12 CU 20 61 FT 107 FT
#10 CU 20 102 FT 176 FT
#8 CU 20 154 FT 267 FT
#10 CU 30 68 FT 117 FT
#8 CU 30 103 FT 178 FT
NOTE:VERIFY ALL CONDUIT RUNS / LENGTHS / AMPERAGES TODETERMINE VOLTAGE DROP. WIRING SHALL BE UPSIZED ASNECESSARY.
THIS BUILDING IS FULLY SPRINKLERED WITH FIRE ALARM
SYSTEM
THIS BUILDING IS NOT LOCATED IN A FLOOD PLAIN
TYPE OF USE: B
TYPE OF CONSTRUCTION: II
CHANGE OF USE: NO
BUILDING DESCRIPTION
ELECTRICAL CODE
BUILDING CODES2015 VIRGINIA EXISTGING BUILDING CODE
2014 NATIONAL ELECTRICAL CODE (NEC)
QUADRAPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +18" AFF.
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT AT +18" AFF.
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
DESCRIPTION
FIRE ALARM
POWER
LIGHTING
SYMBOL
WALL-MOUNTED LIGHT FIXTURE.
CEILING MOUNTED. DIRECTIONAL ARROWS INDICATED. SHADED SIDE INDICATES FACE.EXIT FIXTURE ON EMERGENCY POWER OR WITH FACTORY EQUIPPED BATTERY,
LIGHTING FIXTURE.
MOUNT AT +48" AFF.SINGLE POLE, 3-WAY AND 4-WAY LIGHT SWITCH, RATED 120 VOLT, 20A.
MOTOR CONNECTIONS.
NAMEPLATE RATINGS. MOUNT AT +54" AFF.MOTOR RATED SWITCH. OVERLOAD PROTECTION AS REQUIRED PER EQUIPMENT
DISCONNECT SWITCH, FUSIBLE AND NON-FUSIBLE.
JUNCTION BOX.
ELECTRICAL LEGEND
OTHERWISE NOTED.
W - WALL MOUNTED, +54" AFF.
GFI - GROUND FAULT PROTECTED
GENERAL NOTES
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 THEDRAWINGS. ADDITIONALLY, MEASURE ALL MOUNTING HEIGHTS FROM THE DEVICE CENTER-LINE UNLESS
VERIFY EXACT FEEDER LOCATIONS FOR MECHANICAL EQUIPMENT AFTER COMPLETION OF MAJORMECHANICAL WORK.
ALL EQUIPMENT CONNECTIONS ARE INDICATED IN THEIR APPROXIMATE LOCATIONS. VERIFY EXACTLOCATIONS OF ALL CONNECTIONS WITH OTHER TRADES SUPPLYING EQUIPMENT TO AVOID CONFLICTSAT INSTALLATION.
LOCATE ALL SWITCHES FOR LOCAL CONTROL OF LIGHTING ON STRIKE SIDE OF SINGLEDOORS UNLESS OTHERWISE INDICATED.
ALL CONDUITS RUNS INDICATED ARE DIAGRAMMATIC. COORDINATE CONDUIT ROUTING IN ALL SPACESWITH OTHER TRADES PRIOR TO ACTUAL INSTALLATION.
1.
2.
3.
4.
5.
6.
7.
PROVIDE AS-BUILT DRAWINGS INDICATING ACTUAL BRANCH CIRCUIT BREAKER ARRANGEMENT. ALSOPROVIDE 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.
COUNTER HEIGHT GROUND FAULT PROTECTED DUPLEX RECEPTACLE, NEMA 5-20R,MOUNT AT +42" AFF.
TYPICAL PANEL.
1�
3�
A
AFF
AL
ATS
C
CB
CKT
CO.
CU
DIA
DISC
DIV
DWG
ELEC
ELEV
EQ
FA
FLA
G
HP
J-BOX JUNCTION BOX
HORSE POWER
GROUND
FULL LOAD AMPS
FIRE ALARM
EQUIPMENT
ELEVATOR
ELECTRICAL
DRAWING
DIVISION
DISCONNECT
DIAMETER
COPPER
COMPANY
CIRCUIT
CIRCUIT BREAKER
CONDUIT
AUTOMATIC TRANSFER SWITCH
ALUMINUM
ABOVE FINISHED FLOOR
AMPS
THREE PHASE
SINGLE PHASE
LIGHT EMITTING DIODE
LIGHTING
LIGHTS
MINIMUM CIRCUIT AMPACITY
MAIN CIRCUIT BREAKER
MAIN LUG ONLY
MAXIMUM OVERCURRENT PROTECTION
MOUNTED
NEUTRAL
NUMBER
PANEL BOARD
RECEPTACLE
RECEPTACLE
SWITCH
TYPICAL
VOLTS
TRANSFORMERXFMR
V
TYP
SW
REC
RCPT
P/BD
NO.
N
MTD
MOCP
MLO
MCB
MCA
LTS
LTG
LED
GROUND FAULT CIRCUIT INTERRUPTGFCI
UNLESS NOTED/INDICATED OTHERWISEUNO
EX EXISTING
ABBREVIATIONS
CONTACT INFORMATION:
CEILING MOUNTED FIRE ALARM HORN STROBE.
RENOVATION AREA: 3,279 SF
LEVEL 2 ALTERATIONS
3 4
OWNER'S - CAPITAL PROJECTS (CONTACT: LACY SALOMONE)(804)646-3093, [email protected] E. BROAD ST., RICHMOND, VA 23219
Engineer - Lu+Smith Engineeers (CONTACT: DAWEN LU)(804)925-2600, [email protected],4924 DOMINION BLVD, STE A., Glen Allen, VA 23060
CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS (MIN. 1/4" SCALE) BEFORECOMMENCING WITH THEIR WORK. COORDINATION DRAWINGS SHALL INCLUDE, BUTNOT BE LIMITED TO; DUCTWORK, PIPING, CONDUITS LARGER THAN 2", EQUIPMENT,AND DEVICES REQUIRING ACCESS. ALL DIMENSIONS SHOWN SHALL BE OUTSIDEDIMENSIONS. SIZES AND ELEVATIONS OF TOP AND BOTTOM OFDUCTWORK/PIPES/EQUIPMENT SHALL BE NOTED ON COORDINATION DRAWINGS.
BASIC WIRING METHODS FEEDERS: COPPER OR ALUMINUM CONDUCT0RS INCONDUIT OR ALUMINUM CLAD AC CABLE (COPPER INDICATED)
REFER TO SPECIFICATIONS FOR ALL ACCEPTABLE WIRING METHODS
EXTERIOR WIRING TO BE XHHW OR THWN
INTERIOR WIRING TO BE THHN/THWN
CEILING MOUNTED OCCUPANCY SENSOR.
LIGHTING FIXTURE WITH EMERGENCY BATTERY BACKUP.
NO SCALE
DEMOLITION RISER DIAGRAMNO SCALE NO SCALE
NEW WORK RISER DIAGRAMNO SCALE
(4)#4, (1)#8 GND, 1.5"C
(4)#1/0, (1)#6 GND, 2"C
PNL 'RA'100A 3Ø208/120V
30-SPACE
DEMOLISH
AN AMPERAGE RECORDING WAS CONDUCTED FROM EXISTING LOAD ON THE ELECTRICALSERVICE FROM 12/17/2019 UNTIL 01/16/20.
THE MAXIMUM DRAW ON PANEL 'LA' WAS 12.5kVA. (15.0 AMPS). NEW LOAD BEING ADDED IS15.3kVA FOR A TOTAL OF 27.8kVA. (33.5 AMPS) ON THE EXISTING 100-AMP, 480-VOLTPANELBOARD.
THE MAXIMUM AMPERAGE DRAW ON PANEL 'RA' WAS 5.6kVA. (15.6 AMPS). NEW LOADBEING ADDED IS 14.7kVA FOR A TOTAL OF 20.3kVA (56.4 AMPS) ON THE EXISTING 150-AMP208-VOLT PANELBOARD.
NEW PNL 'RA'150A 3Ø208/120V
84-SPACE
(1)#6 GND ROUTED TO BUILDING STEEL
42100 MLO 480 277 4 SURFACE
20/1 EX. LTG. - CLERK OFF. 1.0 - - - - - 20/1 EX. LTG. - STOR. RM. 0.6 - - - - -
20/1 EX. LTG. - CLERK OFF. 0.6 - - - - - 20/1 EX. LTG. - NORTH PLAZA 0.4 - - - - -
20/1 EX. LTG. - LOBBY 0.7 - - - - - 20/1 EX. LTG. - NORTH PLAZA 0.6 - - - - -
20/1 EX. LTG. - CHIEF CLERK 0.4 - - - - - 20/1 EX. LTG. - NORTH PLAZA 0.6 - - - - -
20/1 EX. LTG. - OFF. & STOR. 0.4 - - - - - 20/1 EX. PHOTOCELL - - - - - 0.2
20/1 EX. LTG. - LOBBY 1.0 - - - - - 20/1 EX. LTG. - CORRIDOR 1.0 - - - - -
70/3 (NEW) EX. 45 KVA XFMR
1.2 - 9.0 3.6 - - 20/1 SPARE - - - - - -
0.6 - 7.5 1.8 - 1.0 20/1 SPARE - - - - - -
0.6 - 9.6 1.8 - 0.6 - SPACE ONLY - - - - - -
20/1 NEW LOBBY LIGHTING 0.6 - - - - - - SPACE ONLY - - - - - -
20/1 SPARE - - - - - - - SPACE ONLY - - - - - -
20/1 SPARE - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
- SPACE ONLY - - - - - - - SPACE ONLY - - - - - -
-
PANELBOARD SCHEDULE EX. 'LA'AMP Y / V 3PH W MOUNT: PANEL ASSEMBLY RATED: KAIC
CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC
1 1.6 2
3 1.0 4
5 1.3 6
7 1.0 8
9 0.6 10
11 2.0 12
13 14 14
15 11 16
17 13 18
19 0.6 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
35 - 36
37 - 38
39 - 40
41 - 42
7.1 - 26 7.2 - 1.6 A B C 3.2 - - - - 0.2
LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 17 61 PHASE A AMPS
INTERIOR LTG 10 13 PHASE B KVA 13 45 PHASE B AMPS
EXTERIOR LTG - - PHASE C KVA 16 57 PHASE C AMPS
RECEPTACLES 26 18 TOTAL CONNECTED KVA: 45
AC / HEAT PUMP 7 7 TOTAL DEMAND KVA: 40
ELECTRIC HEAT - -
KITCHEN: - -
MISC: 2 2 TOTAL CONNECTED AMPS: 55
25% OF LARGEST MOTOR (XXX, XX HP): TOTAL DEMAND AMPS: 48
35100 MLO 208 120 4 SURFACE
20/1 EX. LTG - TOILETS - - - - - - 20/1 EX. LTG - TOILETS - - - - - -
20/1 SPARE - - - - - - 20/1 EX. LTG - TOILETS - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTACLES - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. LTG - - - - - - 20/1 EX. DOOR OPP. - - - - - -
20/1 EX. PRINTER - - - - - - 20/1 EX. RECEPTACLES - - - - - -
20/1 EX. RECEPTS - - - - - - 20/1 EX. PARTITIONS - - - - - -
20/1 EX. PRINTER - - - - - - 20/1 EX. PARTITIONS - - - - - -
20/1 EX. RECEPTS - - - - - - 20/1 EX. CASH REG. - - - - - -
20/1 EX. RECEPTS - - - - - - 20/1 EX. PARTITIONS - - - - - -
20/1 EX. PRINTER - - - - - - 20/1 EX. PARTITIONS - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
-
PANELBOARD SCHEDULE EX. 'RA' (TO BE REPLACED)AMP Y / V 3PH W MOUNT: PANEL ASSEMBLY RATED: KAIC
CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC
1 - 2
3 - 4
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
-
-
- - - - - - A B C - - - - - -
LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA - - PHASE A AMPS
INTERIOR LTG - - PHASE B KVA - - PHASE B AMPS
EXTERIOR LTG - - PHASE C KVA - - PHASE C AMPS
RECEPTACLES - - TOTAL CONNECTED KVA: 0
AC / HEAT PUMP - - TOTAL DEMAND KVA: 0
ELECTRIC HEAT - -
KITCHEN: - -
MISC: - - TOTAL CONNECTED AMPS: 0
25% OF LARGEST MOTOR (XXX, XX HP): TOTAL DEMAND AMPS: 0
35150 MCB 208 120 4 SURFACE
20/1 EX. LTG - TOILETS 0.6 - - - - - 20/1 EX. LTG - TOILETS 0.6 - - - - -
20/1 SPARE - - - - - - 20/1 EX. LTG - TOILETS 0.6 - - - - -
20/1 EX. RECEPTACLES - - 1.0 - - - 20/1 EX. REC PARTITIONS - - 1.2 - - -
20/1 EX. RECEPTACLES - - 0.9 - - - 20/1 EX. REC. COPIER - - 1.0 - - -
20/1 EX. RECEPTACLES - - 0.7 - - - 20/1 EX. REC. 102 - - 0.6 - - -
20/1 EX. RECEPTACLES - - 1.0 - - - 20/1 EX. REC. 102 PARTITIONS - - 0.8 - - -
20/1 EX. RECEPTACLES - - 1.0 - - - 20/1 EX. REC. MEN - - 0.4 - - -
20/1 EX. RECEPTACLES - - 1.0 - - - 20/1 EX. REC. MEN - - 0.4 - - -
20/1 EX. LTG 0.6 - - - - - 20/1 EX. DOOR OPP. - - - - - 0.6
20/1 EX. PRINTER - - 1.2 - - - 20/1 EX. REC. 102 - - 0.6 - - -
20/1 EX. REC. 102 - - 0.6 - - - 20/1 EX. PARTITIONS - - 1.0 - - -
20/1 EX. PRINTER - - 1.2 - - - 20/1 EX. PARTITIONS - - 1.0 - - -
20/1 EX. REC WP GFCI - - 0.4 - - - 20/1 EX. CASH REG. - - 0.6 - - -
20/1 EX. REC. 101 - - 0.6 - - - 20/1 EX. PARTITIONS - - 0.7 - - -
20/1 EX. PRINTER - - 1.0 - - - 20/1 EX. PARTITIONS - - 0.7 - - -
20/1 REC: SECURITY DESK - - 0.9 - - - 20/1 FLOOR REC - - 1.0 - - -
20/1 REC: SECURITY DESK - - 0.9 - - - 20/1 FLOOR REC - - 1.0 - - -
20/1 REC: - - 0.7 - - - 20/1 FLOOR REC - - 1.0 - - -
20/1 REC: SECURITY DESK - - 1.0 - - - 20/1 WP GFCI REC - - 0.2 - - -
20/1 PEOPLE COUNTER - - - - - 1.0 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
- FEED THRU LUGS - - - 3.6 - -
SECTION 2 - - - 1.8 - -
- - - 1.8 - -
-
PANELBOARD SCHEDULE NEW PNL 'RA' FED FROM SERVICE
AMP Y / V 3PH W MOUNT: PANEL ASSEMBLY RATED: KAIC
CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC
1 1.2 2
3 0.6 4
5 2.2 6
7 1.9 8
9 1.3 10
11 1.8 12
13 1.4 14
15 1.4 16
17 1.2 18
19 1.8 20
21 1.6 22
23 2.2 24
25 1.0 26
27 1.3 28
29 1.7 30
31 1.9 32
33 1.9 34
35 1.7 36
37 1.2 38
39 1.0 40
41 - 42
3.6 FTL
1.8
1.8
1.2 - 14 - - 1.0 A B C 1.2 - 12 7.2 - 0.6
LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 14 117 PHASE A AMPS
INTERIOR LTG 2 3 PHASE B KVA 11 91 PHASE B AMPS
EXTERIOR LTG - - PHASE C KVA 13 105 PHASE C AMPS
RECEPTACLES 26 18 TOTAL CONNECTED KVA: 38
AC / HEAT PUMP 7 7 TOTAL DEMAND KVA: 30
ELECTRIC HEAT - -
KITCHEN: - -
MISC: 2 2 TOTAL CONNECTED AMPS: 104
25% OF LARGEST MOTOR (XXX, XX HP): TOTAL DEMAND AMPS: 83
35150 MLO 208 120 4 SURFACE
30/2 CU-1-2- - - 1.2 - -
20/2 BBR-1- - - 0.6 - -
- - - 1.2 - - - - - 0.6 - -
30/2 CU-1-1- - - 1.2 - -
20/2 BBR-2- - - 0.6 - -
- - - 1.2 - - - - - 0.6 - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
20/1 SPARE - - - - - - 20/1 SPARE - - - - - -
-
PANELBOARD SCHEDULE NEW PNL 'RA' FED FROM SERVICE
AMP Y / V 3PH W MOUNT: PANEL ASSEMBLY RATED: KAIC
CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC A B C CCT BRKR LOAD ILTG ELTG REC MECH KIT MISC
43 1.8 44
45 1.8 46
47 1.8 48
49 1.8 50
51 - 52
53 - 54
55 - 56
57 - 58
59 - 60
61 - 62
63 - 64
65 - 66
67 - 68
69 - 70
71 - 72
73 - 74
75 - 76
77 - 78
79 - 80
81 - 82
83 - 84
- - - 4.8 - - A B C - - - 2.4 - -
LOAD TYPE CONNECTED LOAD KVA DEMAND KVA PHASE A KVA 4 30 PHASE A AMPS
INTERIOR LTG - - PHASE B KVA 2 15 PHASE B AMPS
EXTERIOR LTG - - PHASE C KVA 2 15 PHASE C AMPS
RECEPTACLES - - TOTAL CONNECTED KVA: 7
AC / HEAT PUMP 7 7 TOTAL DEMAND KVA: 7
ELECTRIC HEAT - -
KITCHEN: - -
MISC: - - TOTAL CONNECTED AMPS: 20
25% OF LARGEST MOTOR (XXX, XX HP): TOTAL DEMAND AMPS: 20
SHEET LISTSheet Number Sheet Name
100 Start Up
E0.1 LEGEND AND NOTES
E0.2 SCHEDULES
E0.3 DETAILS
E0.4 DETAILS
E0.5 DETAILS
E0.6 SPECIFICATIONS
E1.1 FIRST FLOOR DEMOLITION - ELECTRICAL
E1.2 FIRST FLOOR PLAN - POWER
E2.1 FIRST FLOOR PLAN - LIGHTING
E3.1 FIRST FLOOR PLAN - SYSTEMS
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
4 P
M
LEGEND AND
NOTES
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
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ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E0.1
563122AUGUST 20, 2020
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
4 P
M
LEGEND AND
NOTES
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
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NT
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HM
ON
D, V
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INIA
232
19
E0.1
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
FIRE ALARM SPECIFICATIONS:
C. THE FIRE ALARM CONTRACTOR SHALL FURNISH THE QUANTITY OF DOCUMENTSREQUIRED BY THE AUTHORITY HAVING JURISDICTION OF P.E. DESIGNED, SEALEDAND SIGNED FIRE ALARM PLANS.
A. THE FIRE ALARMS CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT. ALLINFORMATION SHALL BE PROVIDED ON THE PLANS PER THE REQUIREMENTS OFAUTHORITY HAVING JURISDICTION.
B. THE FIRE ALARM SYSTEM IS EXISTING AND SHALL BE EXTENDED AND ADJUSTED TOTHE NEW LAYOUT WITHIN THE LIMITS OF WORK. BECAUSE OF THE LIMITED FIREALARM INSTALLATION, THIS PROJECT DOES NOT CONTAIN ANY BOOK FIRE ALARMSPECIFICATIONS. THE FOLLOWING SHALL BE A PART OF THE FIRE ALARM WORK, BUTIS NOT LIMITED TO:1. PROVIDE ADDITIONAL FIRE ALARM DEVICES AS INDICATED ON PLANS2. 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 RECORDSET OF APPROVED SHOP DRAWINGS FROM THE AUTHORITY HAVING JURISDICTION WHICHCOMPLY WITH THE VUSBC AND NFPA 72.
EGRESS LIGHTING COMPLIANCE
MASTER ELECTRICIAN SHALL PROVIDE TO THE CITY WITH A SIGNED COPY OF THEEMERGENCY LIGHTING TEST CHECKLIST, LOCATED IN ANNEX E OF THE CITY OFRICHMOND'S ELECTRICAL PLAN REVIEW REQUIREMENTS HANDOUT, STATING THATALL EMERGENCY LIGHTING TESTS MEET OR EXCEEDS THE IBC FOR NORMAL ANDEMERGENCY POWER BASED ON SECTIONS 1006.2 AND 1006.3.1 OF THE IBC.
LIGHT FIXTURE SCHEDULE
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBERSOURCE
TYPEINPUTWATTS
VOLTS LUMENSLUMENS/
WATTCCT CRI MOUNTING REMARKS
INTERIOR LIGHTING
A 6" RECESSED LED DOWNLIGHT ALPHABET NU6-RD-XTM19-13LM-30K-83-HE80-120-DIM10-NC-WH-WH LED 17 UNV 1110 65.29 3000 80 RECESSED NOTES 1,3,4
F 2X2 LED DAY-BRITE 2-AVE-G-38L-830-4-ACR-UNV-DIM LED 41 UNV 3824 93.27 3000 80 RECESSED NOTES 1,3
X EXIT SIGN - SINGLE SIDED COMPASS LIGHTING CELS1GNE LED 3 277 0.00 UNIVERSAL NOTES 1,3,4
REMARKS:
1. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION.
2. PROVIDE APPROPRIATE DRIVER FOR LENGTH, (OR QUANTITY,) OF FIXTURE(S).
3. FIXTURE SHALL BE SUPPLIED WITH EMERGENCY BATTERY BACKUP AS INDICATED ON PLAN.
4. PROVIDE ARROWS AS INDICATED ON PLAN.DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
4 P
M
SCHEDULES
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
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IMP
RO
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563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
SS SS
1. LINE VOLTAGE WIRING SHALL BE #12 MIN., INSTALLED IN CONDUIT.
2. CONTROL WIRING SHALL BE AS RECOMMENDED BY LIGHTING CONTROLLERMANUFACTURER, 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
ba
TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAMSCALE: NONE
NOTES:
TYPICAL OCCUPANCY SENSOR SCHEMATIC WIRING DIAGRAMSCALE: NONE
SWITCHED EMERGENCY DRIVER DETAIL
NOTE:
COM
SWITCHED
UNSWITCHEDHOT
SWITCHED EMERGENCY DRIVER DETAIL
NOTE:
COM
SWITCHED
UNSWITCHEDHOT
DUAL-PASSIVE WITH MICROPHONICS(SOUND) CEILING MOUNTEDOCCUPANCY SENSOR.MANUFACTURED BY SENSORSWITCHOR APPROVED SUBSTITUTE. MODELSELECTED TO COVER AREA.
EMERGENCYDRIVER
ACDRIVER
WALLSWITCH
NO SCALE
ALL EMERGENCY LIGHT FIXTURES SHOWN TO BE SWITCHED SHALL BE WIRED VIADIAGRAM.
EMERGENCYDRIVER
ACDRIVER
WALLSWITCH
NO SCALE
ALL EMERGENCY LIGHT FIXTURES SHOWN TO BE SWITCHED SHALL BE WIRED VIADIAGRAM.
DRIVER, TYP
120V OR
277V
OC
SheetDrawing No.
R
FIRESTOP SYSTEMS
HILTI, Inc.
Tulsa, Oklahoma USA (918) 252-6000Date
Scale
TOP VIEW
Saving Lives through Innovation and Education
A
A
SECTION A-A
NOTES : 1. MAXIMUM SIZE OF OPENING = 32" x 7".2. ANNULAR SPACE BETWEEN CONDUITS = MINIMUM 0", MAXIMUM 1/2".3. ANNULAR SPACE BETWEEN CONDUITS AND PERIPHERY OF OPENING =MINIMUM 0", MAXIMUM 2-3/4".
1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING) :A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 4-1/2" THICK).B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL.2. PENETRATING ITEMS TO BE ONE OR MORE OF THE FOLLOWING :A. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.B. MAXIMUM 4" NOMINAL DIAMETER EMT.3. MINIMUM 5" DEPTH HILTI CP 620 FIRE FOAM EXTENDING 1/2" ABOVE THE TOP SURFACE OF THEFLOOR OR BOTH SURFACES OF WALL AND OVERLAPPING THE CONCRETE 1/2" ON ALL SIDES OFOPENING.
CAJ1388b
1 of 1
7/64" = 1"
Jan. 4, 2002
UL/cUL SYSTEM NO. C-AJ-1388
F-RATING = 2-HR.T-RATING = 0-HR.
CA
J1
388b
.010
402
MULTIPLE METAL CONDUITS THROUGH CONCRETEFLOOR/WALL OR BLOCK WALL ASSEMBLY
1
2
3
SheetDrawing No.
HILTI, Inc.
Tulsa, Oklahoma USA (800) 879-8000Date
Scale
Saving Lives through Innovation and Education
A A
SECTION A-ABOTTOM VIEW
NOTES : 1. DIAMETER OF OPENING TO BE MAXIMUM 1" LARGER THANOUTSIDE DIAMETER OF METAL PIPE.
2. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM 3/4".
1. CONCRETE AND STEEL JOIST FLOOR/CEILING ASSEMBLY (UL/ULC CLASSIFIED G500 SERIES)(1-HR. FIRE-RATING).
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING :A. MAXIMUM 6" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 40 OR HEAVIER).B. MAXIMUM 6" NOMINAL DIAMETER CAST IRON PIPE.C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR TUBING.D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.
3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.4. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
FE1004b
1 of 1
9/64" = 1"
July 01, 2008
UL/cUL SYSTEM NO. F-E-1004
F-RATING = 1-HR.T-RATING = 0-HR.
FE
10
04b
.070
108
METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY
1 2 3
4
Hilti Firestop Systems
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
5 P
M
DETAILS
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E0.3
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
Hilti Firestop Systems
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
NOTES : 1. MAXIMUM DIAMETER OF OPENING = 32".2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-7/8".3. MINIMUM 1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT ISREQUIRED ON BOTH SIDES OF A WALL ASSEMBLY.4. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT.
1. CONCRETE FLOOR OR WALL ASSEMBLY (3-HR. FIRE-RATING) :A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MINIMUM 4-1/2" THICK).B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL.2. [OPTIONAL] ANY OF THE FOLLOWING STEEL SLEEVES MAY BE USED :A. MAXIMUM 32" NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 40 OR HEAVIER) MAY EXTENDMAXIMUM 3" ABOVE FLOOR OR BEYOND BOTH SURFACES OF WALL.B. MAXIMUM 6" (MIN. 26 GA.) OR 12" (MIN. 24 GA.) DIAMETER GALVANIZED STEEL SLEEVE WITH SQUAREFLANGE SPOT WELDED TO BOTTOM OR MID-HEIGHT OF SLEEVE AND SIZED MINIMUM 2" LARGER THANSLEEVE DIAMETER. SLEEVE MAY EXTEND MAXIMUM 1" ABOVE TOP SURFACE OF FLOOR, AND MAXIMUM4" BELOW BOTTOM SURFACE OF FLOOR.3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING :A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER).B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE.C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE.D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.4. MINIMUM 4" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY) TIGHTLY PACKED AND RECESSEDTO ACCOMMODATE FIRESTOP SEALANT.5. MINIMUM 1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH TOP SURFACE OFPIPE SLEEVE OR FLOOR ASSEMBLY.6. MINIMUM 1/4" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT.
CAJ1226m
1 of 1
1/16" = 1"
Aug. 01, 2007
UL/cUL SYSTEM NO. C-AJ-1226
CA
J1226m
.080107
METAL PIPE THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL
AA
SECTION A-ATOP VIEW
Tulsa, Oklahoma USA (800) 879-8000
F-RATING = 3-HR.T-RATING = 0-HR.
L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.L-RATING AT 400° F = 4 CFM/SQ. FT.
F-RATING = 3-HR.T-RATING = 0-HR.
L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.L-RATING AT 400° F = 4 CFM/SQ. FT.
1
3
25
4
6
SheetDrawing No.
R
FIRESTOP SYSTEMS
HILTI, Inc.
Tulsa, Oklahoma USA (918) 252-6000Date
Scale
TOP VIEW
Saving Lives through Innovation and Education
A
A
SECTION A-A
NOTES : 1. MAXIMUM SIZE OF OPENING = 32" x 7".2. ANNULAR SPACE BETWEEN CONDUITS = MINIMUM 0", MAXIMUM 1/2".3. ANNULAR SPACE BETWEEN CONDUITS AND PERIPHERY OF OPENING =MINIMUM 0", MAXIMUM 2-3/4".
1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING) :A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 4-1/2" THICK).B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL.2. PENETRATING ITEMS TO BE ONE OR MORE OF THE FOLLOWING :A. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.B. MAXIMUM 4" NOMINAL DIAMETER EMT.3. MINIMUM 5" DEPTH HILTI CP 620 FIRE FOAM EXTENDING 1/2" ABOVE THE TOP SURFACE OF THEFLOOR OR BOTH SURFACES OF WALL AND OVERLAPPING THE CONCRETE 1/2" ON ALL SIDES OFOPENING.
CAJ1388b
1 of 1
7/64" = 1"
Jan. 4, 2002
UL/cUL SYSTEM NO. C-AJ-1388
F-RATING = 2-HR.T-RATING = 0-HR.
CA
J1
388b
.010
402
MULTIPLE METAL CONDUITS THROUGH CONCRETEFLOOR/WALL OR BLOCK WALL ASSEMBLY
1
2
3
SheetDrawing No.
HILTI, Inc.
Tulsa, Oklahoma USA (800) 879-8000Date
Scale
Saving Lives through Innovation and Education
A A
SECTION A-ABOTTOM VIEW
NOTES : 1. DIAMETER OF OPENING TO BE MAXIMUM 1" LARGER THANOUTSIDE DIAMETER OF METAL PIPE.
2. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM 3/4".
1. CONCRETE AND STEEL JOIST FLOOR/CEILING ASSEMBLY (UL/ULC CLASSIFIED G500 SERIES)(1-HR. FIRE-RATING).
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING :A. MAXIMUM 6" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 40 OR HEAVIER).B. MAXIMUM 6" NOMINAL DIAMETER CAST IRON PIPE.C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR TUBING.D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.E. MAXIMUM 4" NOMINAL DIAMETER EMT.
3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.4. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
FE1004b
1 of 1
9/64" = 1"
July 01, 2008
UL/cUL SYSTEM NO. F-E-1004
F-RATING = 1-HR.T-RATING = 0-HR.
FE
10
04b
.070
108
METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY
1 2 3
4
Hilti Firestop Systems
Hilti Firestop Systems
SheetDrawing No.
HILTI, Inc.
Date
Scale
NOTES : 1. MAXIMUM DIAMETER OF OPENING = 3-1/2".2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-1/4".
1. CONCRETE AND STEEL JOIST FLOOR/CEILING ASSEMBLY (UL/cUL CLASSIFIED G500 SERIES) (1-HR.FIRE-RATING).3. PENETRATING ITEMS TO BE ANY OF THE FOLLOWING (MAX. QTY. = 3) :A. MAXIMUM 1" NOMINAL DIAMETER FLEXIBLE STEEL CONDUIT.B. MAXIMUM 1" NOMINAL DIAMETER FLEXIBLE STEEL GAS PIPING (WITH OR WITHOUT PLASTICCOVERING) MANUFACTURED BY OMEGA FLEX INC., TITEFLEX CORP., OR WARD MFG. INC.3. MINIMUM 3/4" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENTFIRESTOP SEALANT.4. MINIMUM 5/8" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENTFIRESTOP SEALANT.5. MINIMUM 1/2" BEAD HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENTFIRESTOP SEALANT.
FE1018a
1 of 1
1/8" = 1"
July 19, 2007
UL/cUL SYSTEM NO. F-E-1018
F-RATING = 1-HR.T-RATING = 1-HR.
FE
10
18a
.071
907
FLEXIBLE STEEL CONDUIT THROUGH CONCRETE FLOOR/CEILING ASSEMBLY
A A
SECTION A-ABOTTOM VIEW
Tulsa, Oklahoma USA (800) 879-8000
12
3
45
5
SheetDrawing No.
HILTI, Inc.
Tulsa, Oklahoma USA (800) 879-8000Date
Scale
Saving Lives through Innovation and Education
A A
NOTES : 1. MAXIMUM DIAMETER OF OPENING = 3".2. ANNULAR SPACE = NOMINAL 3/4".3. CABLE BUNDLE TO FILL MAXIMUM 25% OF CROSS-SECTIONAL AREA OF OPENING.4. APPLY HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT INTO INTERSTICES OF
CABLES TO MAXIMUM EXTENT POSSIBLE.
1. CONCRETE AND STEEL JOIST FLOOR/CEILING ASSEMBLY (UL/cUL CLASSIFIED G500 SERIES)(1-HR. FIRE-RATING).
2. CABLE BUNDLE TO CONSIST OF ANY OF THE FOLLOWING :A. RG 59 COAXIAL CABLE WITH PVC JACKET.B. MAXIMUM 25 PAIR NO. 24 AWG TELEPHONE CABLE WITH PVC JACKET.C. MAXIMUM 3/C NO. 10 AWG CABLE (ROMEX).D. MAXIMUM 3/C (+ GROUND) 2/0 AWG SER CABLE (ALUMINUM OR COPPER).E. MAXIMUM 3/C NO. 10 AWG METAL-CLAD CABLE (AFC CABLE SYSTEMS, INC.).F. MAXIMUM 1/2" DIAMETER FIBER-OPTIC CABLE (24 FIBER).
3. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.4. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
FE3005c
1 of 1
9/64" = 1"
Feb. 24, 2012
UL/cUL SYSTEM NO. F-E-3005
F-RATING = 1-HR.T-RATING = 1-HR.
FE
30
05c.0
22
412
CABLE BUNDLE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY
12
3
4
Hilti Firestop Systems
SECTION A-ABOTTOM VIEW
SheetDrawing No.
R
FIRESTOP SYSTEMS
HILTI, Inc.
Tulsa, Oklahoma USA (918) 252-6000Date
Scale
Saving Lives through Innovation and Education
NOTES : 1. MAXIMUM SIZE OF OPENING = 20" x 2".2. ANNULAR SPACE BETWEEN CABLES AND PERIPHERY OF OPENING = MINIMUM0", MAXIMUM 1".3. ANNULAR SPACE BETWEEN CABLES = MINIMUM 1/4", MAXIMUM 1/2".
1. CONCRETE AND STEEL JOIST FLOOR/CEILING ASSEMBLY (UL/cUL CLASSIFIED G500SERIES) (1-HR. FIRE-RATING).2. MAXIMUM 3/C (+GRND) NO 2/0 AWG ALUMINUM CONDUTOR SER CABLE WITH PVC JACKET(ONE OR MORE).3. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.4. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINTOF CONTACT.
FE3012a
1 of 1
7/64" = 1"
Feb. 06, 2006
UL/cUL SYSTEM NO. F-E-3012
F-RATING = 1-HR.T-RATING = 1-HR.
FE
30
12a
.020
606
CABLES THROUGH CONCRETE FLOOR/CEILING ASSEMBLY
A A
SECTION A-ABOTTOM VIEW
1
2
3
4 5
5
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
5 P
M
DETAILS
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E0.4
563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
Hilti Firestop Systems
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
WL1 of 2
7/64" = 1"
UL/cUL SYSTEM NO. W-L-3065
CABLE BUNDLE THROUGH GYPSUM WALL ASSEMBLY
A
SECTION A-AFRONT VIEW
Tulsa, Oklahoma USA (800) 879-8000
B
SECTION B-BFRONT VIEW
F-RATING = 1-HR. OR 2-HR.T-RATING = 0-HR. OR 3/4-HR.
L-RATING AT AMBIENT = 15 CFM / SQ FTL-RATING AT 400° F = 8 CFM / SQ FT
3065aa
1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U300, U400, OR V400) (1-HR. OR 2-HR. FIRE-RATING)(2-HR. SHOWN).
2. [NOT SHOWN] WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BEMINIMUM 2-1/2" WIDE.
3. [OPTIONAL] MAXIMUM 4" NOMINAL DIAMETER EMT, STEEL PIPE (SCHEDULE 5 OR HEAVIER) OR 28GA. GALVANIZED STEEL SLEEVE (SEE NOTE NO. 6 BELOW).
Mar. 13, 2014
WL3065
aa.0
31314
A
B
1 2
34
6
5
1 2
34
6
55
M AXIM UM 189"
M AXIM UM 189"
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
4. CABLE BUNDLE TO CONSIST OF ANY COMBINATION OF THE FOLLOWING (SEE NOTE NO. 5 BELOW):
A. MAXIMUM 7/C NO. 12 AWG POWER CABLE WITH PVC JACKET.B. MAXIMUM 25 PAIR NO. 24 AWG TELEPHONE CABLE WITH PVC JACKET.C. MAXIMUM 1/2" DIAMETER RG/U COAXIAL CABLE WITH PVC JACKET.D. MAXIMUM 3/C NO. 8 AWG METAL-CLAD CABLE.E. MAXIMUM 3/C (+GROUND) NO. 8 AWG COPPER CONDUCTOR CABLE (ROMEX).F. MAXIMUM 5/8 DIAMETER FIBER-OPTIC CABLE WITH PVC JACKET.G. MAXIMUM 3/4" DIAMETER COPPER GROUND CABLE WITH OR WITHOUT PVC JACKET.H. MAXIMUM 1-1/4" DIAMETER SINGLE OR MULTIPLE CONDUCTOR TYPE MI CABLE (SEE NOTE NO.
4 BELOW).I. ANY CABLES, METAL-CLAD CABLES, OR ARMORED CABLES CURRENTLY LISTED UNDER THE
THROUGH PENETRATING PRODUCTS CATEGORY.J. MAXIMUM 4/C (+GRND) NO. 300 KCMIL ALUMINUM SER CABLE.K. MAXIMUM 4 PAIR NO. 22 AWG CAT 5 OR CAT 6 CABLE.L. MAXIMUM RG 6/U COAXIAL CABLE WITH FLUORINATED ETHYLENE JACKET.
5. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERICFIRESTOP SEALANT, CP 606 FLEXIBLE FIRESTOP SEALANT OR CP 618 FIRESTOP PUTTY STICK.
6. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERICFIRESTOP SEALANT, CP 606 FLEXIBLE FIRESTOP SEALANT OR CP 618 FIRESTOP PUTTY STICKAPPLIED AT WALL/SLEEVE INTERFACE WHEN STEEL SLEEVE EXTENDS BEYOND ONE OR BOTHSIDES OF WALL.
NOTES : 1. MAXIMUM DIAMETER OF OPENING WITH SLEEVE = 5-1/2".2. MAXIMUM DIAMETER OF OPENING WITHOUT SLEEVE = 4".3. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1".4. A MINIMUM 1/8" SEPARATION SHOULD BE MAINTAINED BETWEEN MI CABLES AND
ANY OTHER TYPES OF CABLE.5. CABLES TO FILL MAXIMUM 45% OF CROSS-SECTIONAL AREA OF OPENING.6. WHEN SCHEDULE 5 STEEL PIPE OR EMT IS USED, OPEN ENDED SLEEVE MAY
EXTEND UP TO 18" BEYOND WALL SURFACE. AS AN OPTION, SCHEDULE 5 STEELPIPE OR EMT SLEEVE MAY EXTEND CONTINUOUSLY BEYOND ONE WALL SURFACE.
7. WHEN SLEEVE IS CONTINUOUS ON ONE SIDE OF WALL, THE CABLE FILL MAY BE 0%TO 45% AND THE MAXIMUM ANNULAR SPACE IS NOT LIMITED.
8. WHEN NO SLEEVE IS USED, CABLES MAY BE INSTALLED AT AN ANGLE NOTGREATER THAN 45° FROM PERPENDICULAR.
9. [OPTIONAL - NOT SHOWN] MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKEDAND RECESSED TO ACCOMMODATE FIRESTOP SEALANT OR PUTTY MAY BE USEDAS BACKING MATERIAL.
WL2 of 2
-
UL/cUL SYSTEM NO. W-L-3065
F-RATING = 1-HR. OR 2-HR.T-RATING = 0-HR. OR 3/4-HR.
L-RATING AT AMBIENT = 15 CFM / SQ FTL-RATING AT 400° F = 8 CFM / SQ FT
CABLE BUNDLE THROUGH GYPSUM WALL ASSEMBLY
Hilti Firestop SystemsTulsa, Oklahoma USA (800) 879-8000
3065aaMar. 13, 2014
WL3065
aa.0
31314
Hilti Firestop Systems
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
WL3395c
1 of 3
3/32" = 1"
Aug. 28, 2013
UL/cUL SYSTEM NO. W-L-3395
F-RATING = 1-HR. OR 2-HR.T-RATING = 1/4-HR.
L-RATING = SEE TABLES BELOW
WL339
5c.0
82813
MULTIPLE CABLE BUNDLES THROUGH GYPSUM WALL ASSEMBLY
A
SECTION A-AFRONT VIEW
Tulsa, Oklahoma USA (800) 879-8000
A
1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U400, V400, OR W400 SERIES) (1-HR. OR 2-HR.FIRE-RATING) (2-HR. SHOWN) TO INCLUDE THE FOLLOWING CONSTRUCTION FEATURES :
A. [NOT SHOWN] STEEL STUDS TO BE MINIMUM 3-1/2" WIDE (SPACED MAXIMUM 24" OC).B. NOMINAL 5/8" THICK GYPSUM WALLBOARD. TYPE, NUMBER OF LAYERS, AND SHEET ORIENTATION
AS SPECIFIED IN THE INDIVIDUAL UL DESIGN.2. HILTI CFS-SL GP FIRESTOP GANGPLATE (16" OR 24") ORIENTED VERTICALLY OR HORIZONTALLY AND
SECURED TO THE FACE OF THE WALL OR DIRECTLY AGAINST STUDS PRIOR TO INSTALLATION OFGYPSUM BOARD (SEE MAXIMUM SIZE OF OPENING TABLE FOR INSTALLATION OPTIONS). IN 1-HR.WALLS, BLANK DOUBLE STACKED GANGPLATES (NO CABLES) ARE LIMITED TO HORIZONTALINSTALLATION WITH FASTENERS INTO WALL STUDS.
12
35
6
3
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
3. ONE OF THE FOLLOWING TO BE INSTALLED WITHIN EACH CIRCULAR OPENING PORT OF THE HILTICFS-SL GP FIRESTOP GANGPLATE. THE TWO INTEGRAL SET SCREWS ARE TO BE TIGHTENED TOFIRMLY BEAR AGAINST EACH DEVICE TO RETAIN IT IN POSITION.
A. HILTI CP 653 SPEED SLEEVE (4") CENTERED WITHIN WALL. INNER FABRIC SEAL SHOULD BETWISTED CLOSED.
B. HILTI CFS-SL RK FIRESTOP RETROFIT SLEEVE (4") CENTERED WITHIN WALL (ALSO SEE ITEM NO.6).
C. HILTI CFS-SL SK FIRESTOP SLEEVE (4") CENTERED WITHIN WALL (ALSO SEE ITEM NO. 6).4. [NOT SHOWN] HILTI CFS-SL CAP FIRESTOP GANGPLATE CAP TO BE INSTALLED TO CLOSE PORT
OPENINGS WHERE NO DEVICES ARE INSTALLED. PLATE INSTALLED PER ACCOMPANYINGINSTALLATION INSTRUCTIONS.
5. [OPTIONAL] CABLE BUNDLES TO BE A COMBINATION OF ANY OF THE FOLLOWING :A. MAXIMUM 100 PAIR NO. 24 AWG TELEPHONE CABLE WITH PVC JACKET.B. MAXIMUM 7/C NO. 12 AWG COPPER CONDUCTOR CONTROL CABLE WITH PVC OR XLPE JACKET
AND INSULATION.C. MAXIMUM 4/0 AWG TYPE RHH GROUND CABLE.D. MAXIMUM 4 PAIR NO. 22 AWG CAT 5 OR 6 COMPUTER CABLE.E. MAXIMUM RG 6/U COAXIAL CABLE.F. MAXIMUM 1/2" DIAMETER FIBER-OPTIC CABLE (24 FIBER) WITH PVC OR PE JACKET AND
INSULATION.G. MAXIMUM 3/C NO. 12 AWG MC CABLE.
6. HILTI CFS-PL FIRESTOP PLUG (2" OR 4") CUT TO FIT AROUND THE CABLE BUNDLE AND INSTALLEDTIGHTLY WITHIN HILTI FIRESTOP RETROFIT SLEEVE OR FIRESTOP SLEEVE FLUSH WITH THE END OFTHE SLEEVE ON BOTH SIDES OF THE WALL.
NOTE : CABLES MAY REPRESENT 0% TO 60% OF CROSS-SECTIONALAREA OF DEVICE FOR EACH CFS-RK AND CFS-SL SK FIRESTOPDEVICE AND 0% TO 100% VISUAL FILL FOR EACH CP 653 SPEEDSLEEVE.
WL3395c
2 of 3
-
Aug. 28, 2013
UL/cUL SYSTEM NO. W-L-3395
F-RATING = 1-HR. OR 2-HR.T-RATING = 1/4-HR.
L-RATING = SEE TABLES BELOW
WL339
5c.0
82813
MULTIPLE CABLE BUNDLES THROUGH GYPSUM WALL ASSEMBLY
Hilti Firestop SystemsTulsa, Oklahoma USA (800) 879-8000
FIRESTOP DEVICE
MAXIMUM OPENING SIZEGANGPLATE MOUNTING
SURFACEMOUNTED
STUD MOUNTED
24" PLATE :
SINGLE 20-1/2" x 5-1/2" 23" x 6-3/4"
DOUBLE (STACKED) 20-1/2" x 13-1/4" 23" x 14-1/4"
16" PLATE :
SINGLE 15" x 5-1/2" 15-3/16" x 6-3/4"
DOUBLE (STACKED) 15" x 13-1/4" 15-3/16" x 14-1/4"
SheetDrawing No.
HILTI, Inc.
Date
Scale
Saving Lives through Innovation and Education
WL3395c
3 of 3
-
Aug. 28, 2013
UL/cUL SYSTEM NO. W-L-3395
F-RATING = 1-HR. OR 2-HR.T-RATING = 1/4-HR.
L-RATING = SEE TABLES BELOW
WL339
5c.0
82813MULTIPLE CABLE BUNDLES THROUGH GYPSUM WALL ASSEMBLY
Hilti Firestop SystemsTulsa, Oklahoma USA (800) 879-8000
GANGPLATES WITH NO CABLES WITH ANY CABLE MANAGEMENT DEVICE
L-RATING (AMBIENT AND 400° F)
CFM /GANGPLATE
CFM / SQ FT
CAP* INSTALLED IN ALL PORTS <1 1.2
CAP* AND 1 EMPTY DEVICE 1 1.3
CAP* AND 2 EMPTY DEVICES 2 2.6
CAP* AND 3 EMPTY DEVICES (IF 16" GANGPLATE, THEN NOCAP INSTALLED)
2.5 3.2
4 EMPTY DEVICES (24" GANGPLATE ONLY) 3.5 4.5
GANGPLATES WITH COMBINATION OF CABLES WITH ANY CABLE MANAGEMENT DEVICE
CFS-SL RK AND CFS-SL SK ARE LIMITED TO MAX 33%AGGREGATE FILL. CP 653 ALLOWS FOR MAX 100% VISUAL
FILL
L-RATING (AMBIENT AND 400° F)
CFM /GANGPLATE
CFM / SQ FT
CAP* AND 1 DEVICE INSTALLED 2 2.6
CAP* AND 2 DEVICES INSTALLED 4 5.1
CAP* AND 3 DEVICES INSTALLED (IF 16" GANGPLATE, THENNO CAP INSTALLED)
6 7.7
4 DEVICES INSTALLED (24" GANGPLATE ONLY) 8 10.2
GANGPLATES WITH CAT 5 OR CAT 6 COMPUTER CABLES ONLY WITH CP 653 SPEED SLEEVE
CP 653 ALLOWS FOR MAX 100% VISUAL FILL OF CABLES
L-RATING (AMBIENT AND 400° F)
CFM /GANGPLATE
CFM / SQ FT
CAP* AND 1 DEVICE INSTALLED WITH CAT 5/6 CABLES ONLY 1.5 1.9
CAP* AND 2 DEVICES INSTALLED WITH CAT 5/6 CABLES ONLY 3 3.8
CAP* AND 3 DEVICES INSTALLED WITH CAT 5/6 CABLES ONLY(IF 16" GANGPLATE, THEN NO CAP INSTALLED)
4 5.1
4 DEVICES INSTALLED WITH CAT 5/6 CABLES ONLY(24" GANGPLATE ONLY)
5.5 7* INDICATES CFS-SL CAP FIRESTOP GANGPLATE CAP INSTALLED TO CLOSE ALL PORT OPENINGS
WHERE NO DEVICES ARE INSTALLED.
TOP VIEW
AA
SECTION A-A
NOTES : 1. MAXIMUM AREA OF OPENING IS 224 SQ. IN. WITH A MAX. DIMENSION OF28".2. ANNULAR SPACE BETWEEN THE FLANGE TOP OF THE BUSWAY AND THEPERIPHERY OF THE OPENING = 1". ANNULAR SPACE BETWEEN THE WEB OF THEBUSWAY AND THE PERIPHERY OF THE OPENING = 2".3. MINIMUM 1" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS REQUIREDON BOTH SIDES OF A WALL.
1. CONCRETE FLOOR OR WALL ASSEMBLY (3-HR. FIRE-RATING) :A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 4-1/2" THICK).B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL.2. ELECTRICAL BUSWAY (NOMINAL 26" WIDE x 6" DEEP, OR SMALLER) ("I" SHAPED STEEL ENCLOSURECONTAINING FACTORY MOUNTED ALUMINUM BARS RATED FOR 600V OR 4000A).3. MINIMUM 3-1/2" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED.4. MINIMUM 1" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
CAJ6017c
1 of 1
7/64" = 1"
Oct. 2, 2001
UL/cUL SYSTEM NO. C-AJ-6017
F-RATING = 3-HR.T-RATING = 0-HR.
CA
J6
017c.1
00
201
ELECTRICAL BUSWAY THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL
1
2
3
4
SheetDrawing No.
Date
Scale
Saving Lives through Innovation and Education
Hilti Firestop SystemsTulsa, Oklahoma USA (800) 879-8000
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
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FOHTLAEW
NO
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OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
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PROJECT NO:DATE:
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DETAILS
400
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563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
DIVISION 26 - ELECTRICAL SPECIFICATIONS
H.
SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS
SECTION 26119 - LED LIGHTING
SECTION 26913 - MOTOR STARTERS (CONTROLLERS)
F.
C.
B.
A.
SECTION 262726 - WIRING DEVICES
A.
M.
L.
K.
J.
SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
D.
E.
C.
B.
A.
I.
H.
G.
F.
E.
D.
C.
A.
B.
E.
D.
C.
B.
SECTION 262813 - FUSES
A.
A.
B.
SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS
SECTION 262416 - PANELBOARDS
SECTION 260529 - SUPPORTING DEVICES
SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
E.
D.
C.
B.
A.
SECTION 260020 - EARTHWORK (ELECTRICAL)G.
F.
E.
D.
A.
B.
C.
B.
A.
THE WORK TO BE PERFORMED UNDER THIS DIVISION CONSISTS OF PROVIDING ALL ELECTRICAL WORK INDICATED ON THE DRAWINGS ANDAS SPECIFIED HEREIN. IT IS INTENDED THAT ALL WORK TO BE PERFORMED UNDER THIS DIVISION BE IN COMPLIANCE WITH ALL APPLICABLEFEDERAL, STATE AND LOCAL LAWS AND REGULATIONS GOVERNING STANDARDS OF DESIGN, CONSTRUCTION, WORKMANSHIP ANDMATERIAL, INCLUDING BUT NOT LIMITED TO, THE 2014 NEC, NESC AND, NECA WORKMANSHIP STANDARDS.
LU + S ENGINEERS HAS NOT PERFORMED ANY ASBESTOS INSPECTION AND IS NOT AWARE OF, NOR WILL BE RESPONSIBLE FOR ANYASBESTOS RELATED ITEMS. ASBESTOS RELATED ITEMS WILL BE HANDLED UNDER A SEPARATE CONTRACT WITH THE BUILDING OWNER.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNERS ASBESTOS ABATEMENT CONTRACTOR FOR TESTING AND REMOVALPRIOR TO ANY CONSTRUCTION.
SHOP DRAWINGS AND ENGINEERING DATACOMPLETE SHOP DRAWINGS AND ENGINEERING DATA ON ALL EQUIPMENT AND MATERIALS TO BE USED IN THE WORK OF THIS DIVISIONSHALL BE SUBMITTED FOR THE ARCHITECT/ENGINEER'S REVIEW IN ACCORDANCE WITH THE CONTRACT DRAWINGS.
UNDERWRITER'S LABEL AND LISTINGALL ELECTRICAL APPARATUS FURNISHED UNDER THIS DIVISION SHALL BE APPROVED BY UL AND SHALL BE SO LABELED AND LISTEDWHERE SUCH IS APPLICABLE. WHERE CUSTOM BUILT EQUIPMENT IS SPECIFIED AND THE UL LABEL OR LISTING IS NOT APPLICABLE TO THECOMPLETED PRODUCT, ALL COMPONENTS USED IN THE CONSTRUCTION OF SUCH EQUIPMENT SHALL BE LABELED OR LISTED BY UL.
TESTSAT THE COMPLETION OF THE ELECTRICAL INSTALLATION AND AT SUCH TIME AS THE ARCHITECT OR OWNER MAY DIRECT, THECONTRACTOR FOR THE DIVISION SHALL CONDUCT AN OPERATING TEST FOR APPROVAL. ALL EQUIPMENT SHALL BE DEMONSTRATED TOOPERATE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS INTENDED, PROVING SYSTEM INTEGRITY.
FINAL INSPECTIONWHEN THE WORK ON THE PROJECT HAS BEEN COMPLETED AND IS READY FOR FINAL INSPECTION, SUCH AN INSPECTION WILL BE MADE.AT THIS TIME THE CONTRACTOR SHALL DEMONSTRATE THAT THE REQUIREMENTS OF THIS DIVISION HAVE BEEN MET.
SECTION 260010 - ELECTRICAL GENERAL PROVISIONS
A.
B.
PROVIDE CONDUITS, CABLING, OUTLET BOXES AS INDICATED HEREIN AND ON THE DRAWINGS.A.
SECTION 274166 - CABLE T.V. SYSTEM
A.
E.
D.
A. FURNISH ALL LABOR AND MATERIALS, AND EQUIPMENT, AND PERFORM ALL WORK REQUIRED TO INSTALL ALL EQUIPMENT SHOWN ON THEDRAWINGS OF SPECIFIED HEREIN. EARTHWORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:
1. PREPARATION OF GRADE AND EXCAVATION FOR EQUIPMENT PADS.2. TRENCHING AND BACK FILLING REQUIRED FOR UNDERGROUND WIRING.
B. PROVIDE TEMPORARY BARRICADES REQUIRED TO PROPERLY GUARD THE WORK DURING CONSTRUCTION AND TO INSURE SAFETY OFWORKMEN AND THE PUBLIC.
ALL WIRING THAT IS REQUIRED TO BE INSTALLED IN RACEWAY SHALL BE ELECTRICAL METALLIC TUBING (EMT), SUBJECT TO THERESTRICTIONS OF THE NEC. INTERMEDIATE METAL CONDUIT (IMC), (HOT DIP GALVANIZED) SHALL BE USED IN LOCATIONS EXPOSED TOTHE WEATHER. THE USE OF TYPE MC CABLE SHALL BE LIMITED TO LIGHTING AND RECEPTACLE BRANCH CIRCUITS, AS ALLOWABLE BY THENEC. ALL HOMERUNS TO PANELBOARDS SHALL BE IN CONDUIT. TERMINATE TYPE MC CABLE OUTSIDE OF ELECTRICAL ROOM ANDTRANSITION TO CONDUIT BEFORE ENTERING ELECTRICAL ROOM.
RACEWAYS SHALL BE INSTALLED AS A COMPLETE SYSTEM AND SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, UNLESS NOTEDOTHERWISE. RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY CONNECTED TO ALL BOXES AND FITTINGS. RACEWAYS ANDBOXES 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.
IN GENERAL, CONDUITS 2 INCHES OR LARGER, AND CONDUIT IN FLOOR SLABS SHALL BE HEAVY WALL RIGID TYPE. THE MINIMUM SIZECONDUIT USED SHALL BE 3/4 INCH. LARGER SIZES SHALL BE USED PER FILL REQUIRED BY THE NATIONAL ELECTRICAL CODE.
CONDUIT MAY BE RUN EXPOSED IN MECHANICAL EQUIPMENT AND UTILITY SPACES. ELSEWHERE, IT SHALL BE CONCEALED ABOVECEILINGS, IN SHAFTS, AND IN FURRED SPACES.
A NYLON PULL CORD SHALL BE INSTALLED IN ALL CONDUITS IN WHICH CONDUCTORS ARE NOT INSTALLED. A 10 INCH MINIMUM LENGTH OFTHE CORD SHALL EXTEND OUT OF EACH END OF THE CONDUIT.
FLEXIBLE LIQUID-TIGHT CONDUIT SHALL BE USED FOR CONNECTIONS TO ALL MOTORS, DRY-TYPE TRANSFORMERS AND ANY EQUIPMENTWHERE 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.
PVC RACEWAYS SHALL BE ALLOWED BELOW FLOOR SLAB AND SITE ELECTRICAL ONLY. PVC NOT ALLOWED ABOVE FINISHED FLOOR ORFINISHED GRADE.
GROUNDING CONDUCTORS SHALL BE INSTALLED WHEREVER WIRING IS INSTALLED IN ALL RACEWAYS. NO EXCEPTIONS.
ALL METALLIC CONDUITS SHALL TERMINATE WITH INSULATED THROAT CONNECTORS OR PLASTIC BUSHINGS TO PROTECT WIRINGINSULATION BEFORE WIRING IS PULLED IN.
PULL BOXES SHALL BE INSTALLED AT ALL NECESSARY POINTS, WHETHER INDICATED ON THE DRAWINGS OR NOT, TO PREVENT INJURY TOTHE INSULATION OR OTHER DAMAGES THAT MIGHT RESULT FROM PULLING RESISTANCE OR FOR OTHER REASONS NECESSARY FORPROPER INSTALLATION. MINIMUM DIMENSIONS SHALL NOT BE LESS THAN NEC REQUIREMENTS AND SHALL BE INCREASED IF NECESSARYFOR PRACTICAL REASONS OR, WHERE REQUIRED TO FIT A JOB CONDITION.
ALL BOXES SHALL BE GALVANIZED STEEL, RIGIDLY SECURED IN POSITION TO THE STRUCTURE.
CABINETS REQUIRED FOR USE IN VARIOUS SYSTEMS FOR THE MOUNTING OF ACCESSORIES OR TERMINALS, RELAYS AND THE LIKE SHALLBE CONSTRUCTED OF CODE GAUGE GALVANIZED STEEL. BACKBOARDS SHALL BE PROVIDED FOR THE MOUNTING OF ALL ACCESSORIES,OF MINIMUM 3/4" PLYWOOD AND PAINTED TO MATCH THE CABINET.
WIREWAYS SHALL BE PROVIDED AS REQUIRED. WIREWAYS USED SHALL BE UL LISTED AS WIREWAYS OR AUXILIARY GUTTERS.
BRANCH CIRCUIT WIRING INSULATION FOR POWER AND LIGHTING SHALL GENERALLY BE TYPE THW OR THWN.
ALL CONDUCTORS SHALL BE SOLID COPPER. ALL CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS.
TYPE AC AND ACL ARMORED CABLE MAY BE USED FOR BRANCH CIRCUITS SERVING SERVICES WITHIN INTERIOR PARTITIONS AND EXTERIORWALLS. INSTALLATION SHALL CONFORM WITH ARTICLE 320 OF THE NEC.
ALL WIRE IN CONDUIT FILL SIZING SHALL BE BASED UPON THE USE OF TYPE OF WIRE AND INSULATION USED PER NEC.
ALL CABLING NOT IN RACEWAYS OR ARMORED SHALL BE PLENUM RATED.
WIRING DEVICES SHALL BE COMPLETE WITH ALL MOUNTING DEVICES AND OTHER APPURTENANCES WHERE REQUIRED. ALL WIRINGDEVICES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER EXCEPT AS SPECIFICALLY STATED OTHERWISE.
LIGHT SWITCHESALL LIGHT SWITCHES SHALL BE TOGGLE TYPE, RATED 20 AMPS, 120/277 VOLT AC, SPECIFICATION GRADE, INSTALLED 48 INCHES ABOVEFINISHED FLOOR, UNLESS OTHERWISE NOTED. SWITCHES SHALL BE SINGLE POLE, 3-WAY OR 4-WAY AS INDICATED.
DIMMING SWITCHESALL DIMMING SWITCHES SHALL BE SLIDE TYPE, RATED 20 AMPS, 120 VOLT AC, SPECIFICATION GRADE, INSTALLED 48 INCHES ABOVEFINISHED FLOOR, UNLESS OTHERWISE NOTED.
RECEPTACLESALL RECEPTACLES SHALL BE DUPLEX OUTLETS, 125 VOLT AC. 20 AMP, TWO POLE, THREE WIRE GROUNDING TYPE, SPECIFICATION GRADE,INSTALLED 18 INCHES ABOVE FINISHED FLOOR. DEVICES FOR NORMAL POWER SHALL BE GRAY IN COLOR. DEVICES FOR TECHNICAL POWERSHALL BE ORANGE IN COLOR.
TAMPER RESISTANT, SPECIAL AND HEAVY-DUTY TYPE RECEPTACLES SHALL BE PROVIDED AS SUITABLE FOR THE INTENDED USE.
OUTLET BOXESPRESSED GALVANIZED STEEL OUTLET BOXES SHALL BE USED FOR INDOOR AND DRY LOCATIONS. CAST IRON WITH THREADED HUB OUTLETBOXES SHALL BE USED FOR OUTDOOR, EXPOSED AND WET LOCATIONS.
PROVIDE BOXES, COMPLETE WITH COVER OR DEVICE PLATE FOR SWITCHES, RECEPTACLES, OR OTHER DEVICES SPECIFIED. ALLCOVERPLATES SHALL BE GRAY IN COLOR.
CONDUIT BODIES MAY BE USED ON EXPOSED CONDUIT, WHERE ALLOWED BY THE NEC.
ALL CONDUITS SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE 2014 NEC.
LAYOUT EQUIPMENT TO MAINTAIN HEADROOM AND NEAT MECHANICAL APPEARANCE. TO SUPPORT EQUIPMENT LOADS AS REQUIRED SAFELYAND SECURELY AND TO PROVIDE FOR ADEQUATE ACCESS AND WORKING CLEARANCES REQUIRED BY THE NEC.
PANELBOARDS SHALL BE DEAD FRONT, AUTOMATIC CIRCUIT BREAKER TYPE.
ALL PANELBOARDS SHALL CONFORM TO THE REQUIREMENTS ESTABLISHED BY UL, NEMA AND THE NEC. SERIES RATED PANELBOARDS ARENOT ACCEPTABLE BUS BARS SHALL BE COPPER. LOADCENTER TYPE PANELBOARDS ARE NOT ACCEPTABLE
FUSED AND UNFUSED SAFETY SWITCHES SHALL BE PROVIDED AS REQUIRED. SUCH SWITCHES SHALL BE OF THE PROPER SIZE AND NUMBEROF POLES FOR USE WITH THE EQUIPMENT REQUIRING THE SWITCH.
SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE WITH QUICK-MAKE, QUICK-BREAK MECHANISM AND EXTERNAL PAD-LOCKINGOPERATING HANDLE.
MOUNT ALL CONTROL DEVICES AND PROVIDE THE ELECTRICAL CONNECTIONS REQUIRED TO PROPERLY OPERATE, PROTECT AND CONTROLALL ELECTRICALLY OPERATED EQUIPMENT AND DEVICES FURNISHED UNDER THIS AND OTHER SECTIONS OF THE SPECIFICATIONS.
ALL SWITCH ENCLOSURES SHALL BE SHALL BE OF THE APPROPRIATE NEMA RATING FOR THE INTENDED USE AND AS SPECIFIED ON THEDRAWINGS.
CIRCUIT BREAKERS SHALL CONFORM TO THE LATEST APPLICABLE EDITION OF NEMA PUBLICATION ABI, ANSI, UL AND NEC.
THIS SECTION APPLIES TO ALL MCCB's WHETHER INDIVIDUALLY ENCLOSED, GROUP MOUNTED OR, AS A PART OF OTHER EQUIPMENT.
INTERRUPTING RATINGS SHALL BE AS SCHEDULED BUT SHALL NOT BE LESS THAN 10,000 AMPS RMS SYMMETRICAL AT THE APPLIED VOLTAGE.
TRIPS SHALL BE THERMAL-MAGNETIC WITH INVERSE TIME DELAY AND INSTANTANEOUS TIME-CURRENT CHARACTERISTICS.
BREAKERS SHALL BE BOLT-ON TYPE ONLY.
FUSES SHALL CONFORM TO THE LATEST APPLICABLE EDITIONS OF NEMA, UL ANDNEC. FURNISH AND INSTALL COMPLETE SETS OF FUSES FOR ALL SWITCHES.
ALL MOTORS SHALL CONFORM TO THE LATEST APPLICABLE STANDARDS OF NEMA, ANSI AND IEEE FOR TYPE, SIZE AND DUTY AS SPECIFICALLYAPPLIED AND SHALL BE SELECTED TO AVOID EXCEEDING THE MOTOR'S FULL RATED LOAD WHEN THE DRIVEN EQUIPMENT IS OPERATING ATSPECIFIED CAPACITY UNDER THE MOST SEVERE CONDITIONS LIKELY TO BE ENCOUNTERED.
ISOLATED MOTORS SHALL BE PROVIDED WITH COMBINATION MOTOR STARTERS AS SPECIFIED BY MECHANICAL AND/OR PLUMBINGCOORDINATION SCHEDULES OR AS OTHERWISE SPECIFIED ON DRAWINGS.
WHERE AVAILABLE, MOTORS 1/2 HORSEPOWER AND LARGER SHALL BE SERVED AT 480 VOLTS, 3 PHASE AND MOTORS SMALLER THAN 1/2HORSEPOWER SHALL BE SERVED AT 120 VOLTS, SINGLE PHASE OR AS SPECIFIED ON DRAWINGS.
MOTOR STARTERS SHALL BE LINE-VOLTAGE MAGNETIC TYPE WITH SUITABLE THERMAL OVERLOAD RELAYS, RESET, HAND-OFF-AUTOSELECTOR SWITCHES, AND INDICATING LIGHTS ON THE COVER WITH 120 VOLT AC CONTROL OR, AS SPECIFIED ON DRAWINGS.
MANUAL STARTERS SHALL BE PROVIDED COMPLETE WITH THERMAL OVERLOAD PROTECTION IN ALL PHASES. EACH SHALL BE EQUIPPED WITHA QUICK-BREAK OPERATING MECHANISM AND SILVER CONTACTS, IN NEMA 1 ENCLOSURE OR, AS SPECIFIED ON DRAWINGS.
LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE IES RECOMMENDED STANDARDS.
ALL FIXTURES SHALL BE FURNISHED COMPLETE WITH SOCKETS, INTERNAL WIRING, LEADS, TRIM, HANGERS, SUPPORTS, FRAMES, DRIVERS,ETC., AS APPLICABLE.
ALL FIXTURES SHALL BE SUPPORTED BY MEANS OF ADEQUATE HANGERS WITH ATTACHMENTS TO BUILDING CONSTRUCTION INDEPENDENT OFANY CEILING SYSTEM OR WITH ATTACHMENT CLIPS IF THE CEILING IS RATED FOR SUPPORT.
INTERIOR LIGHTINGA COMPLETE SYSTEM OF ARTIFICIAL INTERIOR LIGHTING SHALL BE PROVIDED FOR ALL SPACES AS SHOWN IN DRAWINGS. IN GENERAL, ALLINTERIOR LIGHTING SHALL BE LED. LED REPLACEMENT LAMPS AND DRIVERS SHALL BE ENERGY SAVING TYPES WHERE AVAILABLE.
LOCAL SWITCHES FOR CONTROL OF LIGHTING SHALL BE PROVIDED TO SERVE EACH INDIVIDUAL SPACE
LIGHTING ROOM CONTROLLERS SHALL BE PROVIDED FOR LOBBY / OPEN SALES FLOOR WITH SCENE CONTROLLERS LOCATED AS INDICATED ONPLANS OR BY OWNER.
EXTERIOR LIGHTINGLIGHTING SHALL BE PROVIDED FOR LANDSCAPING AND/OR BUILDING EXTERIOR PER PLAN.
EMERGENCY EGRESS LIGHTINGEMERGENCY LIGHTING AND EXIT LIGHTING SHALL BE PROVIDED FOR ALL PATHS OF EGRESS FROM THE BUILDING. ALL EGRESS AND EXITFIXTURES SHALL BE SUPPLIED BY BATTERY BACKED UP BALLAST AS INDICATED ON DRAWINGS.
TELEPHONE INSTRUMENTS, AND CONNECTIONS SHALL BE PROVIDED BY LOCAL TELEPHONE COMPANY. BUILDING CONTRACTOR SHALLPROVIDE A COMPLETE SYSTEM OF EMPTY CONDUIT, OUTLETS AND BACKBOARDS AS INDICATED ON PLANS.
PROVIDE FULLY AUTOMATIC TRANSFER SWITCH WITH RATING PER PEAK AND CONFIGURED WITH AUTOMATIC TIMER FOR TESTING AND FOROPERATION SO THAT UNIT TAKES FULL LOAD WITHIN 10 SECONDS AFTER POWER FAILURE.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
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NO
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OC
08/20/20
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net
MO
SE
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YA
RC
HIT
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PROJECT NO:DATE:
320
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323
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79
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(8
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1 2 4 53 6 7 8 9 10
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SPECIFICATIONS
400
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563122AUGUST 20, 2020
REVISIONS
DATE DESCRIPTION
E.C. TO DISCONNECT, DISMANTLE AND COMPLETELY REMOVE EXISTING RADIANTHEATER. E.C. SHALL REUSE EXISTING FEEDERS TO POWER NEW HEATER, REFER TO MECHANICAL SHEETS.
E.C. TO DISCONNECT, DISMANTLE AND COMPLETELY REMOVE EXISTING RADIANTHEATER. E.C. SHALL REUSE EXISTING FEEDERS TO POWER NEW HEATER, REFER TO MECHANICAL SHEETS.
E.C. TO DISCONNECT, DISMANTLE AND COMPLETELY REMOVE EXISTING RADIANTHEATER. E.C. SHALL REUSE EXISTING FEEDERS TO POWER NEW HEATER, REFER TO MECHANICAL SHEETS.
E.C. TO RELOCATE EXISTING RECEPTACLE. E.C. SHALL EXTEND ALL CONDUIT AND WIRING TO NEW LOCATION.
E.C. TO RELOCATE EXISTING RECEPTACLE. E.C. SHALL EXTEND ALL CONDUIT AND WIRING TO NEW LOCATION.
EXISTING FLOOR BOX.
EXISTING FLOOR BOX.
EXISTING 45KVA XFMR.
12
2
2
2
22222
1
1
1
11
1
3
1
1
1
2
1
EXISTING FA STROBE.
3
3
EXISTING FLOOR BOX.
4
4
EXISTING PANEL 'LA', 480/277V.E.C. SHALL REMOVE EXISTING 40A BREAKER FEEDING EXISTING XFMR.
E.C. TO DEMO EXISTING 100A PANEL 'RA' 208/120V.E.C. SHALL REFEED EXISTING CIRCUITS IN NEW PANEL.
2 2
2 2 2
2 2
222
22
2 2 2 2 2
2 2 2 2
GENERAL NOTES:A. PROVIDE ALL DEMOLITION WORK, WHETHER SHOWN OR NOT THAT IS NOT
INTENDED FOR REUSE DURING THE NEW WORK PHASE.
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
6 P
M
FIRST FLOOR
DEMOLITION -
ELECTRICAL
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E1.1
563122AUGUST 20, 2020
1/4" = 1'-0"
FIRST FLOOR DEMO - ELECTRICAL
Keynote Legend
1 EXISTING LIGHTING SHALL BE DEMOLISHED COMPLETELY.EXTEND/REROUTE EXISTING CIRCUITRY TO MAINTAIN CONTINUITY OFEXISTING TO REMAIN FIXTURES ON SAME CIRCUIT/CONTROL.
2 EXISTING TO REMAIN LIGHT FIXTURE.
3 REMOVE EXISTING SECURITY CAMERA AND TURN OVER TO OWNER.EXTEND/REROUTE EXISTING CIRCUITRY TO MAINTAIN CONTINUITY OFEXISTING TO REMAIN DEVICES ON SAME CIRCUIT/CONTROL.
4 REMOVE EXISTING CARD READERS.
REVISIONS
DATE DESCRIPTION
J
J
J
J
POWER/DATA FLOOR BOX FOR EQUIPMENT, COORDINATE EXCACT LOCATION PRIOR TO ROUGH-IN.
POWER/DATA FLOOR BOX FOR EQUIPMENT, COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN.
EXISTING RELOCATED GFCI RECEPTACLE.
EXISTING RELOCATED GFCI RECEPTACLE.
PROVIDE NEW 70A-3P CIRCUIT BREAKER TO FEED EXISTING 45KVA XFMR. NEW BREAKER SHALL MATCH EXISTING PANEL CHARATERISTICS.
RA-31
RA-33
RA-35
RA-35
POWER/DATA FLOOR BOX FOR EQUIPMENT, COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN.
MAIN LOBBY
03
CORRRIDOR
04
PROVIDE NEW 70A-3P CIRCUIT BREAKER TO FEED EXISTING 45KVA XFMR. NEW BREAKER SHALL MATCH EXISTING PANEL CHARATERISTICS.
PROVIDE NEW 150A-MCB 84-SPACE PANEL. E.C. SHALL REFEED EXISTING BREAKERS REMOVED FROM OLD PANEL.
SECURITYLOBBY
02
SECURITYVESTIBULE
01
RA-37
RA-32
RA-34
RA-36
RA-39
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
7 P
M
FIRST FLOOR
PLAN - POWER
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E1.2
563122AUGUST 20, 2020
1/4" = 1'-0"
FIRST FLOOR - POWER
REVISIONS
DATE DESCRIPTION
FE F F
F
FE
F
FE
FFEF
FE F
FE
AE
AEAE
X
X
X
X
1
1
SECURITYLOBBY
02
SECURITYVESTIBULE
01
MAIN LOBBY
03
LA-19
2
3 3
3 3 3
3 3
333
33
3 3 3 3 3
3 3 3 3
PATH OF EGRESS
PA
TH
OF
EG
RE
SS
PA
TH
OF
EG
RE
SS
PA
TH
OF
EG
RE
SS
PATH OF EGRESS
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
7 P
M
FIRST FLOOR
PLAN - LIGHTING
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E2.1
563122AUGUST 20, 2020
1/4" = 1'-0"
FIRST FLOOR - LIGHTING
Keynote Legend
1 CIRCUIT NEW LIGHITNG INTO EXISTING LIGHTING CIRCUIT.
2 WIRE NEW LOBBY LIGHTING VIA EXISTING SPARE 20/1 CIRCUITBREAKER IN EXISTING PANELBOARD.
3 EXISTING TO REMAIN LIGHT FIXTURE.
1/4" = 1'-0"2
FIRST FLOOR - LIGHTING EGRESS
REVISIONS
DATE DESCRIPTION
CR CR
CR
CR
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
DAF
EL EL
EL
EL CR
CR
CR
CR
CR
CRCR
CR
CR
CR
CR
DAF
DAF
DAF
●
J
J
J
J
J
J
JUNCTION BOX FORPOWER TO DOOR, TYP.
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CARD READER LOCATION
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CARD READER LOCATION
CARD READER LOCATION
CARD READER LOCATIONCARD READER LOCATIONCARD READER LOCATION
CARD READER LOCATION
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CEILING MOUNTED JUNCTION BOX FORSECURITY CAMERA
CARD READER LOCATIONCARD READER LOCATION
HP-1-2
CU-1-2
CU-1-1
HP-1-1
TU-1-37
JUNCTION BOX FORACCESS CONTROLS
JUNCTION BOX FORACCESS CONTROLS. (TYP)
30/2-30FN3R
30/2-30FN3R
RA-43,45
RA-47,49
30/2-NFN1
30/2-NFN1
1
1
BBR-2
BBR-1
30/2-NFN1
30/2-NFN1
RA-44,46
RA-48,50
SECURITYLOBBY
02
SECURITYVESTIBULE
01
MAIN LOBBY
03
MAIN LOBBY
03
CORRRIDOR
04
RA-38
WP
DAWEN LULic. No. 035702
REENIGNELANOISSEFORP
AI
NIG
RIV
FOHTLAEW
NO
MM
OC
08/20/20
PLAN
NORTH
Lu + SENGINEERS
4924 Dominion Blvd, STE A
GLEN ALLEN, VA 23060
p: 804.925.2600 f: 804.925.2600
www.LSEngineers.net0' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0"
MO
SE
LE
YA
RC
HIT
EC
TS
.CO
M
PROJECT NO:DATE:
320
0 N
OR
FO
LK
ST
RE
ET
, R
ICH
MO
ND
, V
A 2
323
0
PH
ON
E (
80
4)
79
4-7
555
F
AX
(8
04
) 3
55
-569
0
A
B
C
D
E
1 2 4 53 6 7 8 9 10
F
G
H
I
J
8/2
0/2
02
0 3
:36:5
7 P
M
FIRST FLOOR
PLAN - SYSTEMS
400
N 9
TH
ST
RE
ET
JOH
N M
AR
SH
AL
L C
OU
RT
S S
EC
UR
ITY
IMP
RO
VE
ME
NT
S
RIC
HM
ON
D, V
IRG
INIA
232
19
E3.1
563122AUGUST 20, 2020
1/4" = 1'-0"
FIRST FLOOR - SYSTEMS
Keynote Legend
1 INDOOR UNIT IS FED VIA OUTDOOR UNIT. FIELD VERIFY EXACT REQUIREMENTSAND PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION.
REVISIONS
DATE DESCRIPTION