BID SET - AUGUST 20, 2020 JOHN MARSHALL COURTS SECURITY · e. verify all dimensions, including dimensions on structural drawings and other architectural drawings. immediately notify

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R1R33

R250I-64

JAMES RIVER

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R60

LOCATION MAP

RICHMOND, VA

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JOSHUA NATHAN BENNETT

Lic. No. 0401013563

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MOSELEYARCHITECTS.COM

3200 NORFOLK STREET, RICHMOND, VA 23230

PHONE (804) 794-7555 FAX (804) 355-5690


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:

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COVER

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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

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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

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GENERAL

ARCHITECTURAL

INFORMATION

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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 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 CONSTRUCTION

WHERE OCCURS

VENEER/

CAVITY

SUBSTRATE JOINT

WHERE OCCURS

WALL TYPE VARIES

PANEL



PANEL CONSTRUCTION

WHERE OCCURS

PANEL WALL

CFSF/

PANELS



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

400

N 9

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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



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

N 9

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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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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


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


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


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


LOUVER

AIR BARRIER

TRANSITION

MEMBRANE

GASKET

SEALANT AND

BACKER ROD

INSULATED BLANK-

OFF PANEL WITH 2"

INSULATION

CLIP ANGLE


DUCT

DUCT FLANGE


LOUVER

AIR BARRIER TRANSITION

MEMBRANE

GASKET

SEALANT AND

BACKER ROD

INSULATED BLANK-

OFF PANEL WITH 2"

INSULATION

CLIP ANGLE


THRU-WALL FLASHING

C

18

C

AOM

MON

WEA LTH OF

V

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

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3230

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:29

PM

DOOR AND FRAME

DETAILS

400

N 9

TH

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563122 AUGUST 20, 2020

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

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V

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

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:30

PM

BUILDING

ELEVATIONS

400

N 9

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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


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

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

OR

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LK

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ET

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, V

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3230

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:32

PM

WALL SECTIONS

400

N 9

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ST

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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


Lic. No. 0401013563


PROJECT NO: DATE:

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3230

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PM

ENLARGED PLANS

AND DETAILS

400

N 9

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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


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

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3230

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REFLECTED

CEILING PLAN

400

N 9

TH

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1/4" = 1'-0"

REFLECTED CEILING PLAN

REVISIONS

DATE DESCRIPTION


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

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

OR

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LK

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A 2

3230

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ROOF PLAN

400

N 9

TH

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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

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

OR

FO

LK

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MO

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, V

A 2

3230

PH

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804)

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:48

:42

PM

DEMOLITION PLAN -

SECURITY

ELECTRONICS

400

N 9

TH

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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.


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

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MON

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

OR

FO

LK

ST

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MO

ND

, V

A 2

3230

PH

ON

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804)

794-7

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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

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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.


9. EXTERIOR DOOR SWITCH/ PUSH PLATE FOR AUTOMATIC SLIDING DOOR OPERATOR.


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

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MON

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Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

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3230

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ENLARGED FLOOR

PLANS - SECURITY

ELECTRONICS

400

N 9

TH

ST

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ET

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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


BACK BOX AND CONDUIT IN

ACCESSIBLE CEILING WITHIN

24" OF CAMERA

REFER TO ARCH RCP

DWGS A9.n FOR

CEILING TYPES


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

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A TRCH I T EC


Lic. No. 0401013563


PROJECT NO: DATE:

3200 N

OR

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A 2

3230

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CAMERA

SCHEDULES &

DETAILS

400

N 9

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CAMERA SCHEDULE

CAMERA MOUNTING

NOTESNO. TYPE TYPE HEIGHT DETAIL

100 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


108 360 RECESSED CEILING 1/SE3.1



111 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")




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


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


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


PROJECT NO: DATE:

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690

8/2

0/2

02

0 3

:42

:40

PM

GENERAL NOTES

AND PARTIAL

FLOOR FRAMING

PLANS

40

0 N

9T

H S

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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


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


5' - 0"

C6x10.5 BRACE AT

EA HANGER

EXISTING BEAM

L3x3x1/4 KICKER AT

EA HANGER

STOREFRONT

REFER TO ARCH DWGS


PRECAST W/ TOPPING


ON SETTING BED AND

INSULATION

3" CONC TOPPING

SLAB

F

I ELD

VE

RIF

Y

5 1

/4"

±

8"


PRECAST W/ TOPPING

3" CONC TOPPING

SLAB

F

I ELD

VE

RIF

Y

5 1

/4"

±

600S162-43 STUDS@ 16" OC (MIN)

8"


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)


C6 BRACE BEYOND



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")


(+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")


(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


HSS6x4x1/4 (LSH)

STOREFRONT

REFER TO ARCH DWGS

(+7'-8")

CONT L3x3x1/4

600S162-43 STUDS@ 16" OC (MIN)




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


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

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TR

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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

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PROJECT NO:DATE:

320

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04

) 3

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B

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1 2 4 53 6 7 8 9 10

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LEGEND AND

NOTES

400

N 9

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ST

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M0.1

563122AUGUST 20, 2020



AI

NIG

RIV

FOHTLAEW

NO

MM

OC

08/20/20

Lu + SENGINEERS



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

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ET

, R

ICH

MO

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, V

A 2

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4)

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4-7

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F

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(8

04

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0

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B

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1 2 4 53 6 7 8 9 10

F

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8/2

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NOTES

400

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REVISIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION



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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



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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.



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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.



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DEMOLITION -

HVAC

400

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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.



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PLAN - HVAC

400

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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.



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DEMOLITION -

PIPING

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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.



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PLAN - PIPING

400

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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



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CONTROLS -

MECHANICAL

400

N 9

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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 - - - - - -









-

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. 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


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


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


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


INTERIOR LTG 2 3 PHASE B KVA 11 91 PHASE B AMPS


RECEPTACLES 26 18 TOTAL CONNECTED KVA: 38


ELECTRIC HEAT - -

KITCHEN: - -

MISC: 2 2 TOTAL CONNECTED AMPS: 104


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


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 - -


INTERIOR LTG - - PHASE B KVA 2 15 PHASE B AMPS


RECEPTACLES - - TOTAL CONNECTED KVA: 7


ELECTRIC HEAT - -

KITCHEN: - -

MISC: - - TOTAL CONNECTED 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



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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


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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.


Scale


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


FE

10

04b

.070

108

METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY

1 2 3

4

Hilti Firestop Systems



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REVISIONS

DATE DESCRIPTION


SheetDrawing No.

HILTI, Inc.

Date

Scale


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


CA

J1226m

.080107

METAL PIPE THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL

AA

SECTION A-ATOP VIEW

Tulsa, Oklahoma USA (800) 879-8000


L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.L-RATING AT 400° F = 4 CFM/SQ. FT.


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.


Scale

TOP VIEW


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



CA

J1

388b

.010

402

MULTIPLE METAL CONDUITS THROUGH CONCRETEFLOOR/WALL OR BLOCK WALL ASSEMBLY

1

2

3

SheetDrawing No.

HILTI, Inc.


Scale


A A


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.


FE1004b

1 of 1

9/64" = 1"

July 01, 2008



FE

10

04b

.070

108

METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY

1 2 3

4



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



FE

10

18a

.071

907

FLEXIBLE STEEL CONDUIT THROUGH CONCRETE FLOOR/CEILING ASSEMBLY

A A



12

3

45

5

SheetDrawing No.

HILTI, Inc.


Scale


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).


FE3005c

1 of 1

9/64" = 1"

Feb. 24, 2012



FE

30

05c.0

22

412

CABLE BUNDLE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY

12

3

4



SheetDrawing No.

R

FIRESTOP SYSTEMS

HILTI, Inc.


Scale


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



FE

30

12a

.020

606

CABLES THROUGH CONCRETE FLOOR/CEILING ASSEMBLY

A A


1

2

3

4 5

5



AI

NIG

RIV

FOHTLAEW

NO

MM

OC

08/20/20

Lu + SENGINEERS



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

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IMP

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HM

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D, V

IRG

INIA

232

19

E0.4

563122AUGUST 20, 2020

REVISIONS

DATE DESCRIPTION


SheetDrawing No.

HILTI, Inc.

Date

Scale


WL1 of 2

7/64" = 1"

UL/cUL SYSTEM NO. W-L-3065

CABLE BUNDLE THROUGH GYPSUM WALL ASSEMBLY

A

SECTION A-AFRONT VIEW


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


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

-


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


SheetDrawing No.

HILTI, Inc.

Date

Scale


WL3395c

1 of 3

3/32" = 1"

Aug. 28, 2013


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


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


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




WL339

5c.0

82813

MULTIPLE CABLE BUNDLES THROUGH GYPSUM WALL ASSEMBLY


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


WL3395c

3 of 3

-

Aug. 28, 2013




WL339

5c.0

82813MULTIPLE CABLE BUNDLES THROUGH GYPSUM WALL ASSEMBLY


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


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


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



CA

J6

017c.1

00

201

ELECTRICAL BUSWAY THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL

1

2

3

4

SheetDrawing No.

Date

Scale





AI

NIG

RIV

FOHTLAEW

NO

MM

OC

08/20/20

Lu + SENGINEERS



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

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S S

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232

19

E0.5

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.



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SPECIFICATIONS

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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 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.



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ELECTRICAL

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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



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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

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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




CARD READER LOCATION





CARD READER LOCATIONCARD READER LOCATIONCARD READER LOCATION




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



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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

Documents

BID SET - AUGUST 20, 2020 JOHN MARSHALL COURTS SECURITY · e. verify all dimensions, including dimensions on structural drawings and other architectural drawings. immediately notify