2023_0511_Cantini_Permit_Drawings.pdf

VICINITY MAP

PROJECT

SITE

NO

T F

O R C

O

NSTRUCTIO

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LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

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C a n ti n i M o sa ic s R a b a a d e .r vt

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

COVER SHEET

G-001

222012

PERMIT SET

05/11/2023

City of Pittsburgh

CANTINI MOSAICS PANELS DESIGN

PITTSBURGH REGIONAL TRANSIT STEEL PLAZA STATION

PERMIT SET

MAY 11, 2023

CITY OF PITTSBURGH

PROJECT TEAM

OWNER:

City of Pittsburgh 200 Ross Street, 4th Floor Pittsburgh, PA 15219 Contact: Sarah Minnaert

ARCHITECT:

Landmarks SGA, LLC 800 Vinial Street, Suite B208 Pittsburgh, PA 15212 Contact: Jessica Stuck/Amy Baade

STRUCTURAL ENGINEER:

The Gateway Engineers, Inc.

100 McMorris Road Pittsburgh, PA 15205 Contact: John Schneider

MEP ENGINEER:

WNA Engineering 800 Vinial Street, Suite A100 Pittsburgh, PA 15212 Contact: Steven Westhead

DRAWING LIST

GENERAL (COMMON TO ALL CONTRACTS)

G-001 COVER SHEET 05/11/2023

G-002 SYMBOLS, NOTES, & ABBREVIATIONS 05/11/2023

G-003 CODE & LIFE SAFETY PLAN 05/11/2023

ARCHITECTURAL (CONTRACT 01 - GENERAL CONSTRUCTION)

AD101 FIRST FLOOR DEMOLITION PLAN 05/11/2023

A-101 FIRST FLOOR PLAN & RCP 05/11/2023

A-201 INTERIOR ELEVATIONS 05/11/2023

A-501 DETAILS 05/11/2023

STRUCTURAL (CONTRACT 01 - GENERAL CONSTRUCTION)

S-100 STRUCTURAL ELEVATIONS & DETAILS 05/11/2023

ELECTRICAL (CONTRACT 02 - ELECTRICAL)

E-001 ELECTRICAL DATA SHEET 05/11/2023

E-002 ELECTRICAL DATA SHEET 05/11/2023

E-101 FIRST FLOOR - LIGHTING PLAN 05/11/2023

E-201 FIRST FLOOR - POWER PLAN 05/11/2023

E-401 ELECTRICAL SCHEDULES 05/11/2023

NO. DATE DESCRIPTION

& OR + AND

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT OR ARCHITECTURAL

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLK(G) BLOCK OR BLOCKING

BOT BOTTOM

CAB CABINET

CF CUBIC FOOT / FEET

CFMF COLD FORMED METAL FRAMING

CIP CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAR OPENING / CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CY CUBIC YARD(S)

D DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DN DOWN

DTL DETAIL

DWG DRAWING

EA EACH

ELEC ELECTRIC / ELECTRICAL

EL/ELEV ELEVATION OR ELEVATOR

EMER EMERGENCY

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

ETR EXISTING TO REMAIN

EX/EXIST EXISTING

EXT EXTERIOR

F/O FACE OF

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FL / FLR FLOOR(ING)

FND FOUNDATION

FT FOOT / FEET

THE FOLLOWING IS A LIST OF COMMONLY USED ABBREVIATIONS THAT MAY BE UTILIZED WITHIN THE DRAWING SET. REFER TO OTHER TRADES FOR MORE EXPANSIVE TRADE-SPECIFIC ABBREVIATION LISTS. NOTE THAT SOME ABBREVIATIONS MAY HAVE MULTIPLE MEANINGS AND INTENDED MEANING MAY DEPEND ON DRAWING CONTEXT. PLEASE CONTACT ARCHITECT REGARDING ANY POTENTIALLY UNKNOWN, UNLISTED ABBREVIATIONS WITHIN THE DRAWING SET.

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GR GROUND LINE / GRADE LINE

GSF GROSS SQUARE FOOTAGE

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

H HEIGHT, HIGH

HC HOLLOW CORE

HDW HARDWARE

HGT / HT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HAND RAIL OR HOUR

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW/ HWH HOT WATER / HOT WATER HEATER

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDED / INCLUDING

INSUL INSULATE / INSULATED / INSULATING

INT INTERIOR

JB JUNCTION BOX

JT JOINT

KO KNOCK OUT

L LENGTH / LONG

LAM LAMINATE(D)

LB POUND

LLH/V LONG LEG HORIZONTAL / VERTICAL

LTL LINTEL

LVR LOUVER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MFG /MFR MANUFACTURING / MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MWT METAL WALL TRIM

NIC NOT IN CONTRACT

NO / NOM NUMBER / NOMINAL

NSF NET SQUARE FOOTAGE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OPP / OPH OPPOSITE / OPPOSITE HAND

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PL PROPERTY LINE

PLF POUNDS PER LINEAL FOOT

PNT PAINT / PAINTED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVMT PAVEMENT

QTR QUARTER

QTY QUANTITY

R RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

REF REFERENCE

REINF REINFORCED / REINFORCING

REQD REQUIRED

RESIL RESILIENT

REV REVISION(S), REVISED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SALV SALVAGED

SAN SANITARY

SCHED SCHEDULE

SEC(T) SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STO STORAGE

STRUC STRUCTURE / STRUCTURAL

SYM SYMMETRICAL

SYS SYSTEM

T/O TOP OF

T/C TOP OF CONCRETE / TOP OF CURB

THRES THRESHOLD

TLT TOILET

TYP TYPICAL

U/ UNDER

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH / WIDE

W/ WITH

W/O WITHOUT

WD WOOD

WP WATER PROOFING / WORKING POINT

PROJECT LINE SYMBOLS LEGEND

Existing Items to Remain

New Construction

Hidden or Overhead Items

Existing Items to be Removed

Center Lines / Column Line

Limit of Work

PROJECT MATERIALS LEGEND

Undisturbed Earth

Compacted Fill

Topsoil

Gravel

Concrete

Sand, Grout, Parging, Stucco

Concrete Masonry (or EXIST Generic MAS / SCT)

Brick

GYP / Stud Wall (or Generic Existing Wall)

Existing Partition to be Removed

Metal

Wood

Existing MAS to be Removed

EXISTNEW

SECTION HATCH

EXISTNEW

SURFACE HATCH

Stone Cladding

Existing FLR / Area to be Removed.

Note: See Sheet Legends for sheet-specific line types not represented below.

Note: See Sheet Legends for sheet-specific material / hatch patterns not represented below.

Note: See Sheet Legends for sheet-specific line types not represented below.

PROJECT NORTH

(THICK BLACK LINE)

TRUE NORTH (GREY

DOTTED ARROW)

SHEET #

1/8" = 1'-0"

VIEW NAME

PLAN OR DETAIL

NUMBER

SHEET NUMBER

DRAWING SCALE

DRAWING NAME

A101

SIM

A101

SIM

A1.01

SIM

DRAWING REFERENCE

NUMBER

SHEET REFERENCE

NUMBER

DETAIL SECTION:

DETAIL CALLOUT:

SHEET REFERENCE

NUMBER

DRAWING REFERENCE

NUMBER

QUALIFIER

DRAWING

REFERENCE NUMBER

QUALIFIER

A101

EXTERIOR/INTERIOR ELEVATION:

A101

SIM

DRAWING REFERENCE

NUMBER

SHEET REFERENCE

NUMBER

A101

SIM

SHEET REFERENCE

NUMBER

QUALIFIER

QUALIFIER

DRAWING

REFERENCE NUMBER

SHEET REFERENCE

NUMBER

NORTH ARROW:

VIEW TITLE:

BUILDING SECTION:

WALL SECTION:

SPOT ELEVATION:

+0'-0"

Name Elevation

FLOOR LEVEL:

DRAWING REFERENCE:

SHEET

REFERENCE

NUMBER

DRAWING

REFERENCE

NUMBER

SHEET #

1/8" = 1'-0"

VIEW NAME

N

PROJECT SYMBOLS LEGEND

ROOM NAME

222.D

150 SF

*SEE DRAWING SHEETS FOR VIEW SPECIFIC ROOM TAGS

ROOM NAME

ROOM TAG:

ROOM NUMBER

ROOM AREA

WALL TAG:

WINDOW/LOUVER TAG:

DOOR TAG:

DEMO KEYNOTE TAG:

REVISION TAG:

1i

101.1

N399

GENERAL PROJECT NOTES:

1. Do not scale the drawings.

2. The Contractor is responsible for complying with all applicable codes.

3. The Contractor shall verify all dimensions in the field. Report discrepancies to the Architect for decisions prior to proceeding with the work.

4. The Contractor shall coordinate site elevations. The First Floor Top of Slab Elevation of 100’-0” on the architectural drawings is a reference point, not the actual sea level elevation.

5. Dimensions on the architectural drawings are approximate and from finishes face of GYP unless noted otherwise.

6. Provide suitable blocking in meal stud walls for all wall-mounted objects.

7. Sheets in the A-10x series are intended to show overall dimensions, general plan information, indicators of overall building sections and elevations, and scoping information pertaining for floor/roof infill, overbuild.

8. All references to structural sizes on architectural drawings shall be for reference only. Refer to structural drawings for any and all information related to the structural portion of the project.

9. All quantities shown in schedules are for reference only. Contractor to verify all quantities.

10. Materials and workmanship shall be in accordance with the Contract Documents. All products and materials shall be new unless noted otherwise.

11. Active utilities shall be adequately protected from damage. Where active utilities are encountered but not shown on drawings, the architect, the engineer, and the utility owner shall be advised; work shall be protected, supported or relocated as directed. Inactive and abandoned utilities encountered shall be reported to the Architect.

GENERAL LOGISTICS NOTES:

1. Pedestrian access shall be maintained during performance of the Work. Refer to Specification Section 011000.

2. Product and material deliveries, major lifts, material staging, or any construction activities which may disrupt passenger flow will need to be completed outside of normal daylight shift and peak revenue hours.

3. Protect all existing finishes, lighting, signage, and equipment from damage.

4. Elevators are for public use only and shall not be used for construction purposes or used by workers.

5. Contractor to secure a field office at a nearby off-site location.

6. Provide a staging plan that indicates the area of Work, proposed barrier locations, and staging and laydown areas.

7. Maintain 8' high wood barriers between Work areas and public throughout the duration of the

Work.

8. Provide lockable doors in barriers as required for equipment and material move-in and for worker use and egress.

9. Maintain dust barriers around areas of Work and activities that may create dust. Barriers shall extend to structure above, or horizontally overhead to create a full barrier. Dust barriers shall be designed to prevent dust from exiting the designated area of Work.

10. Protect fire protection devices from dust.

NO

T F

O R C

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NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

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C a n ti n i M o sa ic s R a b a a d e .r vt

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

SYMBOLS, NOTES, &

ABBREVIATIONS

G-002

222012

PERMIT SET

05/11/2023

City of Pittsburgh

UP

UP

E

D.9

D

D.4

D.3

9 8 7 6

D.5

7'-2"

SUBWAY

CONCOURSE

B44

CORRIDOR

B45

MECHANICAL

B27

ELEV P-9

ELEV P-8

TO STREET

LEVEL

TO 'T'

STATION

SLOPE DN

LIMIT OF WORK AREA

MOSAIC INSTALLATION AREA

±54' - 7"

LP-5

EXIST ELECTRIC PANEL

MOSAIC INSTALLATION AREA

56'-6"

EXIST FEC

EXISTING BUILDING SUMMARY

GENERAL PROJECT DESCRIPTION

This project is the installation of a relocated wall-based artpiece, located in an existing interior corridor in a sub-grade level of 500 Ross Street.

The project area is a pedestrian corridor that provides access from the underground PRT Steel Plaza Station to the exterior 6th Street entrance.

The Work is limited, consisting of the modification of the corridor walls to accomodate the installation of a series of mosaic panels and new surrounding wall finish. Additional accent light fixtures will also in installed and operate on occupancy sensors. The existing ceiling and floor finishes will remain.

The Work will not reduce the existing corridor width, nor will it introduce protruding objects on the wall surface.

APPLICABLE CODES

2018 International Building Code (IBC) 2018 International Existing Building Code (IEBC) 2018 International Fire Code (IFC)

ZONING

Parcel Number: 2-F-250 Address: 500 Ross Street, Pittsburgh, PA 15219 Zoning District: GT-B: Golden Triangle District B Work Area: 4,400 SF

NO

T F

O R C

O

NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

/8

/2

:1 :2

P

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U s e rs

\a b a a d e \D o c u m e n ts \2

P

G H

C a n ti n i M o sa ic s R a b a a d e .r vt

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

CODE & LIFE SAFETY

PLAN

G-003

222012

PERMIT SET

05/11/2023

City of Pittsburgh

G-0031/8" = 1'-0"

1FIRST FLOOR LIFE SAFETY PLAN

N

E

D.9

D

D.4

D.3

9 8 7 6

D.5

UP

SLOPE DN

UP

EXIST ESCALATOR

EXIST STAIR

'-9

± 96'-2"

'-3

/2

± 72'-5 1/2"

± 23'-8 1/2"

LIMIT OF WORK AREA

MOSAIC PANEL INSTALLATION AREA

± 56'-5 1/2"

MOSAIC PANEL INSTALLATION AREA

± 54'-7"

LP-5

EXIST ELECTRIC PANEL

CORRIDOR

B45

SUBWAY

CONCOURSE

B44

MECHANICAL

B27

ELEV P-8

ELEV P-9

AD101 2

AD101

TO 'T' STATION

TO

STREET

LEVEL

± 25'-3 1/4"

TYP AT MOSAIC

PANEL

INSTALLATION

AREA

TYP AT MOSAIC

PANEL

INSTALLATION

AREA

AT MOSAIC PANEL

INSTALLATION AREA

2 AT MOSAIC PANEL

INSTALLATION AREA

EXIST ELEV

CUT EXIST METAL STUD.

COORDINATE WITH NEW

WORK FOR INSTALLING

SUPPORTS FOR

REMAINING FRAMING

EXIST CONCRETE WALL

EXIST BULKHEAD TO REMAIN

EXIST TERRAZZO WALL BASE TO

REMAIN

EXIST 3-5/8" METAL STUD

A T

H

IG

H E

N D

O F

H A

L L

'-3

A

F F

/2

C L E

A R

REMOVE TILE, MORTAR,

AND BACKER BOARD

± 1 1/4"

GENERAL DEMOLITION NOTES

1. Keyed demolition notes are to aid in indicating the material and extent of items to be removed. Refer to Architectural Drawings for exact positions of new openings in existing walls, floors, or ceilings.

2. Contractor is responsible to field verify all existing conditions and dimensions prior to demolition and report any discrepancies between existing conditions and the drawings to the Architect in writing.

3. The Contractor is responsible for maintaining dust control, exiting, and life safety requirements throughout the duration of the project.

4. The Contractor is responsible for maintaining a weathertight building. Provide temporary weather protection at existing windows, walls, and/or roof openings created by demolition work as required.

5. At demolition of walls and portions of walls, the Contractor shall be responsible for patching and infill to provide a smooth working edge to match remaining adjacent surface/pattern.

6. Refer to Specification Sections 024110 “Selective Demolition” and 017329 “Cutting and Patching” for the handling of demolition items, including disposal, recycling, storage, patching, and salvage.

7. At walls shown to be removed, include the removal/relocation of all mechanical, electrical, and plumbing items.

8. Remove all abandoned or unused utilities and associated furring and chases, unless noted otherwise.

DEFINITIONS

"REMOVE" = Detatch items from existing construction and legally dispose of it off-site unless indicated to be removed and salvaged or removed and reinstalled.

"EXISTING TO REMAIN" = Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.

"REMOVE AND REINSTALL" = Existing items of construction that are removed and reinstallated with the new Work in location noted.

AD1011/8" = 1'-0"

1DEMOLITION FLOOR PLAN

N

NO

T F

O R C

O

NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

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U s e rs

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CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

FIRST FLOOR

DEMOLITION PLAN

AD101

222012

PERMIT SET

05/11/2023

City of Pittsburgh

AD1011" = 1'-0"

2DEMOLITION WALL SECTION

NO. DATE DESCRIPTION

DEMOLITION KEYNOTES

1 REMOVE EXIST TILE, MORTAR, AND

SUBSTRATE

2 REMOVE EXIST TILE, MORTAR, AND

SUBSTRATE. REMOVE STUDS PER 2/AD101

3 REMOVE AND REINSTALL FEC

4 WALL OUTLET, ETR. REMOVE AND REINSTALL

IN PLACE AS REQD

5 REMOVE AND REINSTALL FIRE ALARM DEVICE

ALL WORK ON THIS SHEET IS PART OF CONTRACT 01 -

GENERAL CONSTRUCTION, UNLESS NOTED OTHERWISE

DEMOLITION KEYNOTES

1 REMOVE EXIST TILE, MORTAR, AND

SUBSTRATE

2 REMOVE EXIST TILE, MORTAR, AND

SUBSTRATE. REMOVE STUDS PER 2/AD101

3 REMOVE AND REINSTALL FEC

4 WALL OUTLET, ETR. REMOVE AND REINSTALL

IN PLACE AS REQD

5 REMOVE AND REINSTALL FIRE ALARM DEVICE,

COORDINATE WITH ELECTRICAL

CONTRACTOR

E

D.9

D

D.4

D.3

9 8 7 6

D.5

UP

SLOPE DN

UP

EXIST ESCALATOR

EXIST STAIR

TO 'T' STATION

'-3

/2

A-201

A-201

LIMIT OF WORK AREA

MOSAIC PANEL INSTALLATION AREA

± 56'-5 1/2"

MOSAIC PANEL INSTALLATION AREA

± 54'-7"

LP-5

EXIST ELECTRIC PANEL

CORRIDOR

B45

SUBWAY

CONCOURSE

B44

MECHANICAL

B27

ELEV P-8

ELEV P-9 EXIST ELEV

REINSTALL EXIST FEC IN

ORIGINAL LOCATION

A-501

A-501

A-501

SURFACE-MOUNTED

DIDACTIC PANEL, OFCI

SURFACE-MOUNTED

DIDACTIC PANEL, OFCI

WALL OUTLET, ETR, TYP

'-9

± 96'-2"

± 72'-5 1/2"

± 23'-8 1/2"

GYP BD, PT

TO

STREET

LEVEL

±25'-3 1/4"

GYP BD, PT

TILE ALONG WALL, GYP BD,

PT WITHIN MOSAIC PANEL

RECESS AREAS

E

D.9

D

D.4

D.3

9 8 7 6

D.5

± 10'-11"

± 10'-5"

± 11'-9 1/2"

± 10'-5"

± 10'-5"

± 10'-11"

LIMIT OF WORK AREA

52'-0"

LINEAR LIGHT FIXTURE MOUNTED

TO EXIST BULKHEAD, INSTALLED AS

CONTINUOUS BAR, COORDINATE

WITH ELECTRICAL CONTRACTOR

52'-0"

LIMIT OF WORK AREA

CORRIDOR

B45

SUBWAY

CONCOURSE

B44

MECHANICAL

B27

ELEV P-8

ELEV P-9

OCC

OCC

REINSTALL RELOCATED EXISTING FA DEVICE,

COORDINATE WITH ELECTRICAL CONTRACTOR

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

LP5-1

'-6

'-6

EXIST RECESSED DOWNLIGHT

EXIST WAYFINDING SIGNAGE (CLG MOUNT)

EXIST WALL MOUNTED SECURITY CAMERA

EXIST CLG MOUNTED EXIT SIGN

RCP LEGEND

CLG-MOUNTED WALL WASHER LIGHT

OCCUPANCY SENSOR

GENERAL FLOOR PLAN NOTES

1. Floor Plans show overall dimensioning, general plan information, drawing reference information, and scoping information. Refer to details for detailed information regarding dimensions, wall types, door numbers, and other annotations.

2. Contractor is responsible to field verify all dimensions and sizes of existing structure prior to construction. Notify the Architect of any discrepancies.

3. All items shown with dashed lines are provided for reference only and are outside the scope of this project, inclusive of mosaic panels and Z-clips for panel attachment to wall (NIC).

4. Grid lines and room names reference the 1998 Burt Hill Kosar Rittlemann Drawings for Mellon Client Service Center.

GENERAL CEILING PLAN NOTES

1. Dimensions provided to finish face of wall or surface, unless noted otherwise.

2. Spot elevations indicate approximate eleavtion from the higher floor elevation of the subway concourse to the finish face of existing ceiling finishes.

3. MEP Fixtures are shown for reference and coordination purposes only. Coordinate with "Contract 02 - Electrical" MEP drawings for fixture types and equipment information.

4. Light fixtures shall be centered in ceiling area, room, or ceiling tile, unless noted otherwise.

5. Occupancy sensors, smoke detectors, and any other ceiling-mounted equipment to be centered in ceiling tile, on light fixture centerline, and/or between lighting where possible.

A-1011/8" = 1'-0"

1FLOOR PLAN

N

NO

T F

O R C

O

NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

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:1 :2

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U s e rs

\a b a a d e \D o c u m e n ts \2

P

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C a n ti n i M o sa ic s R a b a a d e .r vt

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

FIRST FLOOR PLAN &

RCP

A-101

222012

PERMIT SET

05/11/2023

City of Pittsburgh

A-1011/8" = 1'-0"

2REFLECTED CEILING PLAN

N

NO. DATE DESCRIPTION

ALL WORK ON THIS SHEET IS PART OF CONTRACT 01 -

GENERAL CONSTRUCTION, UNLESS NOTED OTHERWISE

LINE OF WALL ON OPPOSITE

SIDE OF TUNNEL

END OF SLOPED

FLOOR

START OF

SLOPED FLOOR

MOSAIC INSTALLATION

± 56'-5 1/2"

'-4

'-1

'-5

'-9

/2

TERRAZZO WALL BASE EXISTING TO REMAIN, CLEAN

A-501

2 3 4 5 7

9 11

12 131 8

CT-1 IRREGULAR, WHITE, MATTE WALL TILE,

REFER TO

MOSAIC PANEL NUMBER PER MCKAY

LODGE CONSERVATION LABORATORY

NUMBERING SYSTEM, TYP

MOSAIC PANELS INSTALLED

BY ART CONSERVATOR PER

ORIGINAL DESIGN AND

LAYOUT, NIC

1'-6"

EXIST FINISHES TO REMAIN

AREA NOT IN SCOPE

'-4

/2

'-9

/2

'-3

GYP-PT WITHIN RECESSED AREA

LINEAR SUSPENDED LIGHT

FIXTURE, SEE ELEC DWGS

EQ EQ

'-2

'-0

5'-0"

/4 A-201

A-501

SURFACE MOUNTED DIDACTIC PANEL LOCATION.

DIMENSION AND DESIGN TBD. PROVIDE

BLOCKING WITHIN AREA SHOWN.

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R E

START OF

SLOPED FLOOR

END OF SLOPED

FLOOR

EXIST DOUBLE DOORS

ON HOLD OPENS

'-5

'-9

/2

TERRAZZO WALL BASE EXISTING TO REMAIN, CLEAN

A-501

SURFACE MOUNTED DIDACTIC PANEL LOCATION.

DIMENSION AND DESIGN TBD. PROVIDE

BLOCKING WITHIN AREA SHOWN.

'-0

'-3

5'-0"

21 22 24 26 27

282523

CT-1 IRREGULAR, WHITE, MATTE WALL TILE. REFER TO

MOSAIC PANEL NUMBER PER MCKAY

LODGE CONSERVATION LABORATORY

NUMBERING SYSTEM, TYP

MOSAIC PANELS INSTALLED

BY ART CONSERVATOR PER

ORIGINAL DESIGN AND

LAYOUT, NIC

INSTALL GWB AND PT

± 23'-8 1/2"

'-3

'-9

/2

'-4

/2

'-2

MOSAIC INSTALLATION

± 54' - 7"

LINEAR SUSPENDED LIGHT

FIXTURE, COORDINATE WITH

ELECTRICAL CONTRACTOR

GYP-PT WITHIN RECESSED AREA

EQEQ /4 A-201

A-501

A-501

T

F

IX

T U

R E

REINSTALL EXIST FEC IN

ORIGINAL LOCATION

'-4

'-1

RMV EXIST WALL TILE, INSTALL GWB AND PT

± 15'-3 1/2"

EXIST EXIT SIGN TO REMAIN

GYP BD, PT

GENERAL INTERIOR ELEVATION NOTES

1. Refer to ceiling plans for ceiling types/extents.

2. Refer to electrical drawings for all receptacle locations and lighting fixtures shown on elevations.

3. Notations shown in interior elevations are present for clarifying purposes and do not represent an exhaustive index of all important components within the space. Absence of a note does not reflect a reduction in scope.

4. Refer to details for partition connection and transition details.

5. Provide blocking in walls for all wall-mounted objects, including information/didactic panels.

MOSAIC PANEL

FIELD-CUT TILE

These images from the original art installation are for reference only, and are intended solely to show general design intent for the final appearance of the irregular tiles.

The tiles are not intended to be cut exactly as depicted in the photos of the original installation.

NO

T F

O R C

O

NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

/8

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CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

INTERIOR ELEVATIONS

A-201

222012

PERMIT SET

05/11/2023

City of Pittsburgh

A-2011/4" = 1'-0"

1PLAN NORTH ELEVATION

A-2011/4" = 1'-0"

2PLAN SOUTH ELEVATION

A-2011/4" = 1'-0"

3PLAN WEST ELEVATION

A-2013" = 1'-0"

4REFERENCE - ORIGINAL INSTALLATION

±5' - 5"

NO. DATE DESCRIPTION

A-501

A-501

A-501

EXIST WALL DEPTH

5 5/8"

EXIST CONCRETE WALL

EXIST GYP BD BULKHEAD

EXIST 3-5/8" METAL STUD

SUSPENDED LINEAR LIGHT FIXTURE,

COORDINATE WITH ELECTRICAL

CONTRACTOR

MOSAIC PANEL MOUNTED TO

Z-CLIPS, NIC

V A

R

IE

S

± 2 5/8"

CLIP CONNECTOR AT EXIST STUD

WALL, SEE STRUCTURAL DWGS

OPP

1'-6" 4

PATCH BULKHEAD AS REQD

BLOCKING MOUNTED TO CONC

WALL. COORDINATE LOCATION WITH

CONSERVATOR

GYP BD, PT

EXIST CONCRETE WALL

EXIST 3-5/8" METAL STUD

1/2" CEMENT BACKER BOARD

EXIST TERRAZZO WALL BASE, CLEAN

EXIST TERRAZZO SUBSTRATE TO REMAIN

MWT-3 SS TRIM

MORTAR

CT-1 WALL TILE

MOSAIC PANEL MOUNTED TO ALUM

BACKING PANEL, NIC BY CONSERVATOR

EXIST CONCRETE WALL

EXIST 3-5/8" METAL STUD

1/2" CEMENT BACKER BOARD

MORTAR

Z-CLIP MOUNTED TO BACK OF ALUM

BACKING PANEL, NIC BY CONSERVATOR

Z-CLIP MOUNTED TO BLOCKING, NIC

BY CONSERVATOR

± 3"

WOOD BLOCKING ANCHORED TO EXIST

CONC WALL, COORDINATE FINAL LOCATION

WITH ART CONSERVATOR PRIOR TO

INSTALLATION. MOUNTING HT VARIES

CT-1 WALL TILE

1/2" GYP BOARD SURROUND

STEEL ANGLE

MTL CHANNEL TO SUPPORT EXIST STUDS,

SEE STRUCT DWGS

MWT-1 SS TILE EDGE

2.

V

IF EXIST WALL TILE AND BACKUP

CT-1 WALL TILE

MORTAR

1/2" CEMENT BACKER BOARD

EXIST STUD

MWT-2 SS EDGE PROTECTION PROFILE

1/2" GYP BD, PT

EXIST 3-5/8" METAL STUD

1/2" CEMENT BACKER BOARD

MORTAR

CT-1 WALL TILE

1/4"

SEALANT JOINT

EXIST WALL TILE AND BACKUP

CT-1 WALL TILE

MORTAR

1/2" CEMENT BACKER BOARD

EXIST STUD

MWT-1 SS TILE EDGE

NO

T F

O R C

O

NSTRUCTIO

N

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

800 VINIAL STREET, SUITE B208, PITTSBURGH, PA 15212

P. 412.265.9031 WWW.LMSGA.COM

/8

/2

:1 :2

P

M C

U s e rs

\a b a a d e \D o c u m e n ts \2

P

G H

C a n ti n i M o sa ic s R a b a a d e .r vt

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

DETAILS

A-501

222012

PERMIT SET

05/11/2023

City of Pittsburgh

A-5011" = 1'-0"

1WALL SECTION

A-5013" = 1'-0"

2WALL BASE SECTION DETAIL

A-5013" = 1'-0"

3WALL RECESS HEAD DETAIL (SILL OPP)

NO. DATE DESCRIPTION

A-5013" = 1'-0"

5PLAN DETAIL - OBTUSE OUTSIDE CORNER

A-5013" = 1'-0"

4PLAN DETAIL TILE/GYP BD INSIDE CORNER

A-5013" = 1'-0"

6PLAN DETAIL - OUTSIDE CORNER

2 3 4 5 7

9 11

12 131 8

MOSAIC PANEL PER ARCH

DRAWINGS, NIC TYPICAL

BLOCKING MOUNTED BEHIND PANELS,

FINAL LOCATION TO BE COORDINATED IN

FIELD WITH ART CONSERVATOR

18 19 21 22

24 26 27

282523

MOSAIC PANEL PER ARCH

DRAWINGS, NIC TYPICAL

BLOCKING MOUNTED BEHIND PANELS,

FINAL LOCATION TO BE COORDINATED IN

FIELD WITH ART CONSERVATOR

CUT EXISTING STUD ABOVE AND BELOW

PANEL ATTACHMENT LOCATION AFTER

INSTALLATION OF SIMPSON CLIP

SIMPSON FC32-5/97 FIXED CLIP

CONNECTOR AT EACH EXISTING

WALL STUD W/ (4) #10 SELF

DRILLING SCREWS TO WALL STUD

(2) 14" TITEN HD SCREW ANCHORS

x 1 5 8" EMBEDMENT

Z-CLIP SECURED TO

BLOCKING AND PANEL, NIC2x6 BLOCKING (x4" MINIMUM

LONGER THAN Z-CLIP)

SIMPSON FC32-5/97 FIXED CLIP

CONNECTOR AT EACH EXISTING

WALL STUD W/ (4) #10 SELF

DRILLING SCREWS TO WALL STUD

(2) 14" TITEN HD SCREW ANCHORS

x 1 5 8" EMBEDMENT

EXISTING CONCRETE WALL

MOSAIC PANEL PER ARCH DRAWINGS,

NIC

ALUMINUM MOSAIC BACKUP

PANEL, NIC

PROVIDE CONTINUOUS STUD TRACK

PROVIDE CONTINUOUS STUD TRACK

BLOCKING SECURED TO WALL WITH

16" DIAMETER TAPCON ANCHORS

(TOP AND BOTTOM) AT 6" O.C. x 1 14"

MINIMUM EMBEDMENT

(4) ANCHORS MINIMUM PER BLOCKING

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

CANTINI MOSAICS

PANELS DESIGN

PRT STEEL PLAZA STATION

STRUCTURAL ELEVATIONS

& DETAILS

S-100

222012

PERMIT SET

05/11/2023

City of Pittsburgh

S-100 1/4" = 1'-0"

1PLAN NORTH ELEVATION

S-100 1/4" = 1'-0"

2PLAN SOUTH ELEVATION

S-100 1" = 1'-0"

3PANEL SECTION

NO. DATE DESCRIPTION

S-100

S-100

DESIGN LOADING

1. ALL STRUCTURAL ELEMENTS WERE DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING

CODE (2018 IBC).

2. DEAD LOADS:

- HAVE BEEN CALCULATED VIA RELEVANT ENGINEERING SELF-WEIGHT INFORMATION

3. WIND LOADS:

- INTERIOR WALLS 5 PSF

1. ALL COLD-FORMED STEEL FRAMING WORK SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL STRUCTURAL FRAMING, AISI 202-15.

2. STEEL USED IN THE MANUFACTURE OF COLD-FORMED STEEL FRAMING SHALL BE HOT-DIPPED GALVANIZED

WITH A MINIMUM COATING WEIGHT OF G-90.

3. FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. TORCH CUTTING OF COLD-FORMED

STEEL FRAMING IS NOT ACCEPTABLE.

4. ANY SPLICES IN STUDS OR JOISTS SHALL BE SPECIFICALLY DETAILED ON THE SHOP DRAWINGS AND SHALL NOT BE MADE WITHOUT THE STRUCTURAL ENGINEERS REVIEW OF APPLICABLE SPLICE DETAILS AND

CALCULATIONS.

COLD-FORMED STEEL FRAMING NOTES

1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING

CODE, 2018 EDITION, AND ALL OTHER APPLICABLE BUILDING CODES.

2. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE

ASTM LATEST EDITION.

3. THESE DRAWINGS HAVE BEEN PRODUCED ON THE GATEWAY ENGINEERS, INC. CADD SYSTEM. ANY OTHER MARKS AFFIXED TO THE DRAWINGS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE THE AUTHORIZATION OF GATEWAY ENGINEERS AND ARE THEREFORE INVALID.

4. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR

ERROR BEFORE PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, U.N.O. THE ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK RELATED TO DIMENSIONS. SCALING OF DRAWINGS TO OBTAIN DIMENSIONS SHALL NOT BE DONE AT ANY TIME. IF A REQUIRED DIMENSION IS NOT PROVIDED, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION TO THE ENGINEER FOR CLARIFICATION. U.N.O. CONTRACTOR SHALL PROVIDE EQUAL SPACING OF STRUCTURAL COMPONENTS BETWEEN OVERALL DIMENSIONS PROVIDED ON THE

DRAWINGS.

6. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY

THE ARCHITECT AND STRUCTURAL ENGINEER.

7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE

STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE EXISTING AND NEW STRUCTURE AND ALL STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH

THE STRUCTURAL DOCUMENTS.

9. ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF MANUFACTURED COMPONENTS TO BE FIELD ERECTED SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE AND SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN

ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.

GENERAL NOTES

500 ROSS STREET

PITTSBURGH, PA 15258

ALL WORK ON THIS SHEET IS PART OF CONTRACT 01-

ELECTRICAL GENERAL NOTESCODE SUMMARY

TYPICAL CIRCUITING INFORMATION

ABBREVIATIONS

A AMPERE

ABV ABOVE

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL ALUMINUM

AP ACCESS PANEL

APPROX APPROXIMATELY

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CLG CEILING

CONC CONCRETE

CONT CONTINUED

CT CURRENT TRANSFORMER

CU COPPER

CUH CABINET UNIT HEATER

DEMO DEMOLITION

DW DISHWASHER

DWG DRAWING

EA EACH

EBR ELECTRIC BASEBOARD RADIATION

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EHC ELECTRIC HEATING COIL

EMT ELECTRIC METALLIC TUBING

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EX EXISTING

FC/FCP FIRE PROTECTION CONTRACTOR

FLA FULL LOAD AMPERES

FLUOR FLUORESCENT

FT FEET

FZ FREEZER

GC GENERAL CONTRACTOR

G GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

HC/MC MECHANICAL CONTRACTOR

HID HIGH INTENSITY DISCHARGE

HOR HORIZONTAL

HP HORSEPOWER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HZ HERTZ

IC INTERUPTING CAPACITY

INCAND INCANDESCENT

JB JUNCTION BOX

KVA KILOVOLT - AMPERE

KW KILOWATT

LRA LOCKED ROTOR AMPERES

LTG LIGHTING

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MED MEDIUM

MH METAL HALIDE

MIN MINIMUM

MTD MOUNTED

MTG MOUNTING

MW MICROWAVE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO. (#) NUMBER

NTS NOT TO SCALE

PH PHASE

PNL PANEL

PVC POLY VINYL CHLORIDE

R REFRIGERATOR

RLA RUNNING LOAD AMPERES

THRU THROUGH

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

WP WEATHERPROOF

WR WEATHER RESISTANT

1. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98 PERCENT CONDUCTIVITY COPPER, THWN/THHN, 600 VOLTS RATED UNLESS OTHERWISE NOTED. WIRE SIZES ARE #12 FOR ALL 20A CIRCUITS UNLESS NOTED OTHERWISE ON

DRAWINGS OR SCHEDULES OR IF LARGER SIZE IS REQUIRED FOR EQUIPMENT FURNISHED. ALL FEEDER CONDUCTORS SHALL BE 98 PERCENT CONDUCTIVITY COPPER, AWG SIZE AS NOTED, XHHW INSULATION, 600 VOLTS RATED, UNLESS OTHERWISE NOTED.

2. (3) #12 & #12 GND IN 3/4"C. INDICATES THREE NO. 12 AWG AND ONE NO. 12 AWG GREEN INSULATED GROUND IN A 3/4" CONDUIT. CODE SIZED GREEN GROUNDING CONDUCTOR IS TO BE PROVIDED FOR ALL BRANCH

CIRCUITS.

3. INSTALL ACCESS PANELS WHERE REQUIRED.

4. COORDINATE WITH MECHANICAL, PLUMBING AND FIRE PROTECTION CONTRACTORS FOR COMPLETE, PROPER OPERATION AND INSTALLATION OF ALL EQUIPMENT. SEE MECHANICAL & PLUMBING DRAWINGS.

5. CONTRACTOR SHALL COORDINATE INSTALLATION OF CIRCUITS, JUNCTION BOXES AND CONDUITS REQUIRED FOR SECURITY SYSTEM AND RELATED ITEMS.

6. CONTRACTOR SHALL COORDINATE INSTALLATION OF LIGHTING WITH REFLECTED CEILING PLANS. SEE ARCHITECTURAL DRAWINGS.

7. VERIFY ELECTRICAL REQUIREMENTS FOR APPLIANCES AND EQUIPMENT PRIOR TO ROUGH-IN.

8. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS.

9. THE MINIMUM CONDUIT SIZE SHALL BE 3/4".

10. WIRE TYPE SHALL BE - #8 CU AND SMALLER USE THWN/THHN, #6 CU AND LARGER USE THWN.

11. VOLTAGE DROP MINIMUM WIRE SIZING (20A CIRCUIT) USE:

A. 277V CIRCUITS GREATER THAN 195' USE #10 UNLESS OTHERWISE NOTED.

B. MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 FOR ALL 20A CIRCUITS.

C. ALL CONTROL WIRING SHALL BE AWG NO. 14 MINIMUM SIZE.

12. ALL OPENINGS IN FIRE RATED WALLS, FLOOR AND PARTITIONS FOR CONDUITS SHALL BE SEALED WITH FIRE RESISTANT CAULKING OR UL APPROVED "FIRE STOP" SYSTEM TO MAINTAIN THE FIRE RATING. PROVIDE FIRE STOP

PUTTY PAD AT ELECTRICAL OUTLET BOXES AS REQUIRED.

13. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES, DIMENSIONAL LOCATION OF FIXTURES IN DRYWALL CEILING, ETC.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING CEILING, WALLS AND COLUMN ENCLOSURES, INCLUDING FINISH IN FINAL FINISHED AREAS IF REQUIRED.

15. OWNER RESERVES THE RIGHT TO RELOCATE ANY LIGHT FIXTURE, BEFORE BEING INSTALLED WITHIN 10'-0" FROM LOCATION AS SHOWN ON PLANS AT NO ADDITIONAL EXPENSE TO THE OWNER.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND MAINTAINING ALL AREAS FREE OF TRASH AND DEBRIS AND FOR PROTECTING FINISHES.

17. NO CONDUIT SHALL BE INSTALLED EXPOSED IN AREAS OTHER THAN MECHANICAL SPACES AND ATTIC UNLESS APPROVED BY ARCHITECT.

18. MOUNTING HEIGHTS FOR ALL RECEPTACLES SHALL BE VERIFIED WITH ARCHITECT.

19. ALL DIMENSIONS INDICATED ARE TO CENTERLINE OF JUNCTION BOXES, ETC., UNLESS OTHERWISE NOTED.

20. VERIFY DEVICE COLORS IN ALL AREAS WITH ARCHITECT.

21. VERIFY ALL CATALOG NUMBERS WITH DEVICE DESCRIPTIONS BEFORE PURCHASING.

22. DO NOT INSTALL MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN JUNCTION OR PULL BOXES.

23. CIRCUIT NUMBERS ARE SHOWN FOR CLARITY AND PHASING. THE CONTRACTOR SHALL REARRANGE CIRCUITS ON EACH PANEL BOARD TO BALANCE THE LOADS ON EACH PHASE TO WITHIN PLUS OR MINUS TEN PERCENT.

BALANCE LOADS 30 DAYS AFTER OCCUPANCY AND AGAIN AT 180 DAYS AFTER OCCUPANCY.

24. PROVIDE ALL LABOR, MATERIALS, NECESSARY EQUIPMENT AND SERVICES TO COMPLETE ALL REQUIRED ELECTRICAL WORK INCLUDING ALL ADDITIONAL ITEMS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AS

INDICATED ON THE DRAWINGS OR AS REQUIRED. WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

A. NEW INTERIOR LIGHTING.

B. NEW FIRE ALARM DEVICES.

25. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER'S SHOP DRAWINGS FOR EXACT LOCATION AND ROUGH-IN DIMENSIONS OF ALL EQUIPMENT AND SHALL MAKE ALL FINAL CONNECTIONS AS

REQUIRED; I.E., POWER, CONTROL, ETC.

26. SHOULD A STRUCTURAL MEMBER, DUCT, ETC. PREVENT A LIGHT FIXTURE FROM BEING INSTALLED WHERE SHOWN ON THE DRAWINGS, THE ELECTRICAL CONTRACTOR SHALL DISCUSS ALTERNATIVE LOCATIONS WITH

ARCHITECT.

27. WIRE AND CONDUIT SIZES INDICATED SHALL BE CONTINUOUS THROUGH CIRCUIT.

28. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE REGULATIONS OF GOVERNING

LOCAL, STATE, COUNTY AND FEDERAL CODES INCLUDING UTILITY COMPANIES SPECIAL REQUIREMENTS.

29. THE HOMERUN SYMBOL INDICATES HOME RUN WITH 2, 3, OR 4 CONDUCTORS AND 1 GREEN INSULATED COPPER CONDUCTOR. THE BRANCH CIRCUIT CONDUCTORS SHALL CONTINUE TO THE FIXTURES AND DEVICES

INDICATED BY THE CIRCUIT NUMBERS.

30. PANELBOARD DIRECTORIES SHALL BE ACCURATELY LABELED IN A TYPED FORMAT. DISCONNECT SWITCHES SHALL BE LABELED WITH THE LOAD SERVED BY THE SWITCH.

31. THE CONTRACTOR SHALL DETERMINE THE EXACT NUMBER OF CONDUCTORS, THE CONDUIT SIZE AND ROUTING. THE CONDUCTOR SIZES SHALL BE INCREASED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE WHERE THE

NUMBER OF CONDUCTORS IN RACEWAY OR CABLE EXCEEDS THREE.

32. THE ELECTRICAL CONTRACTOR SHALL USE CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND/OR HARM TO PERSONNEL ENGAGED IN WORKING IN THESE AREAS.

33. ALL PENETRATIONS SHALL BE INSULATED FOR SOUND.

34. DRAWINGS ARE DIAGRAMMATIC ONLY: EXACT LOCATION, MOUNTING HEIGHTS OF EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE COORDINATED WITH THE EQUIPMENT REQUIREMENTS AND FIELD CONDITIONS.

35. ELECTRICAL CONTRACTOR SHALL INSTALL ALL SWITCHES, STARTERS, AND DEVICES FOR MOTOR DRIVEN EQUIPMENT FURNISHED BY OTHERS, AND PROVIDE POWER WIRING THROUGH THE DEVICES TO THE MOTORS.

36. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING/WALL DIMENSIONS.

37. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS AND SHALL BE U.L. LISTED, BEARING U.L. LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY.

38. PROVIDE CLEARANCES FROM INSULATION AS REQUIRED FOR ANY ELECTRICAL DEVICE / LIGHT FIXTURE NOT IC RATED.

39. PROVIDE ALL NECESSARY CIRCUIT BREAKERS TO POWER ALL DEVICES AND EQUIPMENT.

40. ALL BLANK JUNCTION BOXES SHALL BE FURNISHED WITH A BLANK COVER.

41. FLEXIBLE METAL CONDUIT WITH PVC COATING SHALL BE USED FOR CONNECTIONS TO MOTORS AND EQUIPMENT. PROVIDE LIQUID TIGHT CONDUIT FOR EXTERIOR LOCATIONS.

42. PROVIDE PLENUM RATED CABLE IN ANY AREA WHERE THE PLENUM SPACE IS USED FOR HVAC RETURN AIR. COORDINATE EXACT LOCATIONS WITH G.C.

43. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE ORDINANCES, CODES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

44. WHERE A CONFLICT ARISES BETWEEN PLANS, SPECIFICATIONS, DETAILS, SCHEDULES, APPLICABLE CODES OR REGULATIONS; THE MOST STRINGENT SHALL APPLY

45. EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE SO AS NOT TO DISRUPT PRODUCTION.

46. IF A CONTRACTOR ENCOUNTERS OR UNCOVERS CONDITIONS NOT INDICATED ON THE PLANS OR SPECIFIED; OR, IF A CONTRACTOR ENCOUNTERS CONFLICTS BETWEEN DRAWINGS OR BETWEEN A DRAWING AND THE

SPECIFICATIONS OR NOTES, HE SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH ANY WORK. FAILURE TO NOTIFY THE OWNER FOR RESOLUTION PRIOR TO PROCEEDING WILL MAKE THE

CONTRACTOR RESPONSIBLE FOR ALL COSTS AND CONSEQUENCES OF SUCH FAILURE.

47. ALL WORK INDICATED ON THE RESPECTIVE DRAWINGS WILL BE BY THE SPECIFIC CONTRACTOR WHOSE CONTRACT LIST THOSE DRAWINGS AS PART OF HIS WORK UNLESS SPECIFICALLY NOTED OTHERWISE.

48. NON METALLIC CABLE (ROMEX) IS NOT PERMITTED.

NOTE: ALL WIRES #12 UNLESS NOTED. ALL CONDUIT SHALL HAVE A GROUND CONDUCTOR SIZED AS PER

NEC (NOT SHOWN). ALL BRANCH CIRCUITS FROM ISOLATED GROUND PANELS SHALL CONTAIN A GROUND

CONDUCTOR SIZED AS PER N.E.C. (NOT SHOWN)

THIS PROJECT IS GOVERNED BY THE PENNSYLVANIA UNIFORM CONSTRUCTION CODES INCLUDING, BUT NOT

LIMITED TO:

1. 2018 INTERNATIONAL BUILDING CODE (IBC)

2. 2017 NATIONAL ELECTRICAL CODE (NFPA 70)

3. 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

4. 2018 INTERNATIONAL FIRE CODE (IFC)

5. 2016 NATIONAL FIRE ALARM AND SIGNALING CODE (NFPA 72)

6. 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

ADDITIONAL STANDARDS AND GUIDELINES INCLUDE:

1. NFPA 101 – LIFE SAFETY CODE

EQUIPMENT TAG

EQUIPMENT MOTOR DESCRIPTION

EQUIPMENT VOLTAGE, POLES, WIRES

EQUIPMENT

CONDUIT TRADE SIZE

QUANTITY AND SIZE OF CURRENT CARRYING CONDUCTORS.

GROUNDED (NEUTRAL) CONDUCTOR SIZE (IF ANY)

GROUNDING CONDUCTOR SIZE (IF ANY)NUMBER OF PARALLEL

SETS OF CONDUIT

AND CONDUCTORS.

RTU-NE-08

8KVA,5.9KVA,1.25KVA,3HP,480V3P4W

1" C,3#8awg,#8awg N, #10G(3)

NOTES:

1. LABEL SHALL BE DISPLAYED ON ALL SWITCHBOARDS, PANELBOARDS,

TRANSFER SWITCHES AND PULL BOXES (MULTIPLE VOLTAGES).

2. NAMEPLATE SHALL BE WHITE LETTERING ON BLACK BACKGROUND.

3. IF ONLY ONE VOLTAGE IS PRESENT, LABEL SHALL INDICATE ONLY THAT

RESPECTIVE VOLTAGE.

4"

VOLTAGE

480Y/277V

PHASE A BROWN

PHASE B ORANGE

PHASE C YELLOW

NEUTRAL GREY

C O

M M

ON

W EA LT

H

O F

P E

N N S Y L V

A N

I A

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

ENGINEERING

WNA ENGINEERING, INC.

WWW.WNAENGINEERING.COM

PITTSBURGH

412.208.1372

PORTERSVILLE

724.368.8133

PHILADELPHIA

215.885.5900

CONSULTING ENGINEERS

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

PROJECT NUMBER: 22-0320

ALL WORK ON THIS SHEET IS PART OF THE CONTRACT

02-ELECTRICAL, UNLESS OTHERWISE NOTED

/1

/2

:4

:4 A

M A u to d e s k D o c s

/2 -0

C a n ti n i M o s a ic s /2

-E -R

.r v t

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

ELECTRICAL DATA

SHEET

E-001

222012

PERMIT SET

05/11/2023

CITY OF PITTSBURGH

SCALE : NO SCALEE-001

EQUIPMENT LABEL1

FIRE ALARM SYMBOLS

WALL MOUNTED FIRE ALARM SYSTEM NOTIFICATION APPLIANCE. SUBSCRIPT 'WP', WHERE

USED, INDICATES WEATHERPROOF DEVICE. SUBSCRIPTS INDICATE TYPE AS FOLLOWS:

V: VISUAL (75 CANDELA (CD) UNO)

A: AUDIO

A/V: AUDIO/VISUAL (75 CANDELA (CD) UNO)

A/V

15CD

LIGHTING SYMBOLS

O

PP

DIMMER SWITCH, MOUNTED AT 44" A.F.F. VERIFY EXACT REQUIREMENTS WITH LIGHTING

FIXTURES. , MOUNTED AT 44" A.F.F. "A" INDICATES FIXTURE CONTROL, IF REQUIRED FOR

CLARIFICATION. VERIFY EXACT COLOR WITH ARCHITECT. IF CONTROLLING LED, PROVIDE

0-10V DIMMER. DIMMER MUST BE COMPATIBLE WITH FIXTURE TYPES.

Da

POWER/RELAY PACK. "A" INDICATES FIXTURE CONTROL, IF REQUIRED FOR CLARIFICATION.

OCCUPANCY SENSOR. LOCATE AND INSTALL IN ACCORDANCE WITH MANUFACTURES

REQUIREMENTS. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION.

EXIT SIGN. SHADED AREA INDICATES FACE. PROVIDE DIRECTIONAL CHEVRONS AS INDICATED.

LIGHTING FIXTURE. REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

LIGHTING FIXTURE. REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

THE SYMBOLS LISTS ARE

COMPREHENSIVE. NOT ALL SYMBOLS

MAY BE USED ON THIS PROJECT

DEMOLITION/EXISTING SYMBOLS

INDICATES EXISTING TO REMAINE

INDICATES EXISTING TO BE RELOCATEDER

INDICATES NEW LOCATION OF EXISTING TO BE RELOCATED EQUIPMENT/DEVICEEL

INDICATES EXISTING

INDICATES EXISTING TO BE REMOVED.X

DESCRIPTIONSYMBOL

C O

M M

ON

W EA LT

H

O F

P E

N N S Y L V

A N

I A

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

ENGINEERING

WNA ENGINEERING, INC.

WWW.WNAENGINEERING.COM

PITTSBURGH

412.208.1372

PORTERSVILLE

724.368.8133

PHILADELPHIA

215.885.5900

CONSULTING ENGINEERS

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

PROJECT NUMBER: 22-0320

ALL WORK ON THIS SHEET IS PART OF THE CONTRACT

02-ELECTRICAL, UNLESS OTHERWISE NOTED

/1

/2

:4

:4 A

M A u to d e s k D o c s

/2 -0

C a n ti n i M o s a ic s /2

-E -R

.r v t

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

ELECTRICAL DATA

SHEET

E-002

222012

PERMIT SET

05/11/2023

CITY OF PITTSBURGH

GENERAL ELECTRICAL DEMOLITION NOTES:

1. THE SCOPE OF DEMOLITION WORK IS TO REMOVE AND/OR RELOCATE

EXISTING LIGHTING FIXTURES AND RE-CIRCUIT EXISTING LIGHTING AS SHOWN

IN THE EXISTING BUILDING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO DETERMINE THE FULL SCOPE, EXTENT, NATURE AND MANNER OF

DEMOLITION REQUIRED.

2. ONLY WORKMEN SKILLED AND KNOWLEDGEABLE IN THEIR RESPECTIVE

TRADES SHALL BE EMPLOYED IN THE DEMOLITION OF ANY WORK.

3. COORDINATE FLOOR PLANS FOR LOCATIONS OF NEW OPENINGS IN EXISTING

WALLS.

4. PROVIDE DUST BARRIERS TO SEPARATE DEMOLITION AREAS FROM OCCUPIED

SPACES.

5. AREAS, SURFACES, AND FINISHES NOT AFFECTED BY THE WORK OF THIS

CONTRACT SHALL BE PROTECTED PRIOR TO COMMENCEMENT AND UNTIL

COMPLETION OF THE WORK.

6. CONTRACTOR SHALL TAKE SPECIAL CARE TO DEMOLISH ONLY THAT WORK

WHICH IS REQUIRED TO BE DEMOLISHED AND NOT TO DISTURB WORK

WHICH IS TO REMAIN. IF, IN THE COURSE OF DEMOLITION, CONTRACTOR

DESTROYS OR DISTURBS ANY WORK WHICH IS TO REMAIN, HE SHALL, AT HIS

OWN EXPENSE, REPAIR OR REPLACE SUCH WORK AS NECESSARY. PROVIDE

PROTECTIVE COVERING ON FLOORS AND WALLS AS REQUIRED ON DEBRIS

REMOVAL ROUTE.

7. ANY CUTS AND PENETRATIONS IN EXISTING WORK REQUIRED TO

ACCOMPLISH NEW WORK SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND

SHALL BE DONE NEATLY AND WITHOUT DISTURBING ADJACENT WORK TO

REMAIN. RECEIVE ARCHITECTS'S APPROVAL PRIOR TO DOING ANY CUTTING

WHICH WILL AFFECT STRUCTURAL INTEGRITY.

8. ENTIRE AREA SHALL BE LEFT BROOM CLEAN.

9. THE CONTRACTOR SHALL CONSULT THE ARCHITECT BEFORE REMOVING ANY

WORK IF HE HAS ANY QUESTION REGARDING THE INTENT OF SUCH

REMOVAL.

10. CONTRACTOR SHALL REMOVE AND RELOCATE (FOR STORAGE) OR REMOVE

AND DISPOSE OF ALL DEMOLITION ITEMS AS DIRECTED BY OWNER.

7 8 9 10

N

C O

M M

ON

W EA LT

H

O F

P E

N N S Y L V

A N

I A

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

ENGINEERING

WNA ENGINEERING, INC.

WWW.WNAENGINEERING.COM

PITTSBURGH

412.208.1372

PORTERSVILLE

724.368.8133

PHILADELPHIA

215.885.5900

CONSULTING ENGINEERS

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

PROJECT NUMBER: 22-0320

ALL WORK ON THIS SHEET IS PART OF THE CONTRACT

02-ELECTRICAL, UNLESS OTHERWISE NOTED

/1

/2

:4

:4 A

M A u to d e s k D o c s

/2 -0

C a n ti n i M o s a ic s /2

-E -R

.r v t

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

FIRST FLOOR -

DEMOLITION PLAN

ED-101

222012

PERMIT SET

05/11/2023

CITY OF PITTSBURGH

KEYED ELECTRICAL DEMOLITION NOTES:

1. XXXX

2. XXXX

SCALE : 1/8" = 1'-0"ED-101

FIRST FLOOR - ELECTRICAL DEMOLITION PLAN1

O

PP

GENERAL ELECTRICAL LIGHTING NOTES:

1. ALL CABLE ABOVE CEILING SHALL BE PLENUM RATED.

2. REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

3. ALL OPENINGS IN FIRE RATED WALLS, FLOOR AND PARTITIONS FOR

CONDUITS SHALL BE SEALED WITH FIRE RESISTANT FOAM OR UL APPROVED

"FIRE STOP" SYSTEM TO MAINTAIN THE FIRE RATING. COORDINATE ALL

RATED WALLS AND UL LISTING REQUIREMENTS WITH ARCHITECTURAL

DRAWING.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF

THE NEC AND ANY LOCAL AUTHORITY HAVING JURISDICTION.

5. COORDINATE EXACT FINISH AND LOCATION OF ALL LIGHT FIXTURES WITH

OWNER.

6. THE INTENT OF THE ADDTIONAL LIGHTING FIXTURES

N

7 8 9 10

A A

A A

A A

A A

A A

A A

A A

A

A A

A A

A A

A A

A A

A A

A A

LP5

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

LP5 - 1

D

LP5 - 1

EXISTING EXIT SIGN TO REMAIN

(TYPICAL)

EXISTING DOWNLIGHT TO REMAIN

(TYPICAL)

CONCOURSE

LOBBY

UTILITY RM

MECH

TUNNEL

POWER PACK

NPP16-D-EFP

DIMMING

BLACK = 120V

ORANGE = 277V

CEILING SENSOR

LOW VOLTAGE

NCM-PDT-9/10-RJB

(QTY PER PLANS)

LOAD

N NH

BLACK/ORANGE

BLUE

RED

WHITE

GRAY (-)

VIOLET (+)

CAT 5E CAT 5E

ELECTRICAL CONTRACTOR TO CONNECT ALL DEVICES WITH

CAT 5E DATA CABLE IN A DAISY CHAIN, STARTING WITH THE

SYSTEM GATEWAY THEN TO NEXT NEAREST SYSTEM

BRIDGE AND SO ON.

ALL CAT 5E CABLE RUNS NEED TO BE CHECKED WITH A CAT

5E METER FOR PROPER TERMINATION OF RJ45 CONNECTORS.

TYPICAL nLIGHT NOTES:

1.

2.

THERE ARE TWO BAR CODE STICKERS ON EACH DEVICE.

ELECTRICAL CONTRACTOR SHALL PEEL ONE OFF AND PLACE

ON FLOOR PLAN WHERE DEVICE IS LOCATED OR CREATE

SPREADSHEET WITH DEVICE LOCATIONS AND BARCODE

STICKERS.

3.

PP

O

WALLPOD

NPODM-DX

ON/OFF

D

GENERAL IECC LIGHTING NOTES:

1. THE INTENT OF THE TYPE A FIXTURE IS TO HIGHLIGHT NEW ARTWORK THAT IS

BEING RELOCATED INTO THE TUNNEL SPACE. UNDER IECC 2018 SECTION

C405.3.2.2.1 - ADDITIONAL INTERIOR LIGHTING POWER - SECTION 2: FOR SPACES

IN WHICH LIGHTING IS SPECIFIED TO BE INSTALLED IN ADDITION TO THE GENERAL

LIGHTING FOR THE PURPOSE OF DECORATIVE APPEARANCE OR FOR

HIGHLIGHTING ART OR EXHIBITS, PROVIDED THAT THE ADDITIONAL LIGHTING

POWER SHALL BE NOT MORE THAN 0.9 W/FT2(9.7 W/M2) IN LOBBIES AND NOT

MORE THAN 0.75 W/FT2(8.1 W/M2) IN OTHER SPACES. THE NEW LIGHT FIXTURES

ARE A TOTAL OF 870W TO A 1227 FT2 SPACE, MAKING OUR ENERGY DENSITY 0.71

W/FT2.

C O

M M

ON

W EA LT

H

O F

P E

N N S Y L V

A N

I A

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

PROFESSIONAL

REGISTERED

ENGINEER

No. PE-045749-E

MARY E. LEWIS

ENGINEERING

WNA ENGINEERING, INC.

WWW.WNAENGINEERING.COM

PITTSBURGH

412.208.1372

PORTERSVILLE

724.368.8133

PHILADELPHIA

215.885.5900

CONSULTING ENGINEERS

LANDMARKS SGA PROJECT NO.

REVISIONS

NOTE: DO NOT SCALE FROM DRAWINGS.

VERIFY ALL DIMENSIONS ON SITE.

ISSUE DATE:

PROJECT NUMBER: 22-0320

ALL WORK ON THIS SHEET IS PART OF THE CONTRACT

02-ELECTRICAL, UNLESS OTHERWISE NOTED

/1

/2

:4

:4 A

M A u to d e s k D o c s

/2 -0

C a n ti n i M o s a ic s /2

-E -R

.r v t

CANTINI MOSAIC

PANELS DESIGN

PRT STEEL PLAZA STATION

500 ROSS STREET

PITTSBURGH, PA 15258

FIRST FLOOR -

LIGHTING PLAN

E-101

222012

PERMIT SET

05/11/2023

CITY OF PITTSBURGH

KEYED ELECTRICAL LIGHTING NOTES:

1. FURNISH AND INSTALL DIMMING CONTROLS FOR CORRIDOR SUSPENDED

LIGHT FIXTURES. COORDINATE EXACT LIGHTING CONTROL LOCATIONS WITH

OWNER PRIOR TO ROUGH-IN.

SCALE : 1/8" = 1'-0"E-101

FIRST FLOOR - ELECTRICAL LIGHTING PLAN1

SCALE : NO SCALEE-101

TYPICAL CEILING SENSOR WITH MANUAL DIMMING OVERRIDE2

GENERAL ELECTRICAL POWER NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF

THE NEC AND ANY LOCAL AUTHORITY HAVING JURISDICTION.

2. VERIFY EXACT LOCATION OF ALL DEVICES WITH OWNER PRIOR TO ROUGH-IN.

3. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL RECEPTACLE LOCATIONS

WITH FURNITURE AND EQUIPMENT LAYOUT, REFER TO ARCHITECTURAL

PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION. FIELD

CO…