2E Revised Bid Drawings_Walkway_200930 (1).pdf

DN

4039 423834 35 37

F

G

F.1

EXISTING

STAIRS #3

ETR

EXAM 1

2E107

EXAM 2

2E108

EXAM 3

2E109

EXAM 4

2E110

EXAM 5

2E111

EXAM 6

2E112

EXAM 7

2E113

OTBC STORAGE

2E114

OTBC

TREATMENT

AREA (EDEMA)

2E115

CORRIDOR

2E143

AREA OF WORK

1 2 1 2

EXISTING ROOF

DRAIN TYPICAL

REMOVE EXISTING ROOF

& PREPARE FOR NEW ROOF

COORIDOR PER 1/AI802

5 4

A

A

5 4

STOR

2E106

STOR

2E116C

TAKE MEASURES TO PROTECT EXISTING WINDOWS

DURING CONSTRUCTION - TYPICAL

EXISTING ITEMS TO REMAIN

DASHED LINES INDICATE

ITEMS TO BE REMOVED

DEMOLISH LIGHT

FIXTURES, ACOUSTICAL

CEILING TILE AND GIRD

DEMOLISH GYPSUM

CEILING

DEMOLITION LEGEND

TEMPORARY PARTITION 1-HOUR

SLAB-TO-SLAB BARRIERS

EXTENTS OF ANTE

ROOM

4039 423834 35 35.1 37

F

G

F.1

A.F.F.8' - 1"

AREA OF WORK

CORRIDOR

2E129

CORRIDOR

2E143

EXAM 1

2E107

EXAM 2

2E108

EXAM 3

2E109

EXAM 4

2E110

EXAM 5

2E111

EXAM 6

2E112

EXAM 7

2E113

OTBC

TREATMENT

AREA (EDEMA)

2E115

CORRIDOR

2E143

Engineers Architects

N

AREA OF WORK

2 EAST OUTLINE

KEY PLAN

# SHEET KEY NOTES:

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

SHEET NOTES:

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:2 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

Checker Author

2ND FLOOR DEMOLITION PLAN FOR ENCLOSED

ROOF TOP WALKWAY - EAST

AD802

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

2 7

1/4" = 1'-0"1

2ND FLOOR DEMOLITION PLAN WITH ENCLOSED ROOF TOP WALKWAY - EAST

DEMOLISH EXISTING EXTERIOR

WALL. PREP FOR NEW DOOR AND

FRAME.

DEMOLISH WINDOW & FRAME

EXISTING LINTEL TO REMAIN.

DEMOLISH EXISTING ROOF DRAIN

DEMOLISH DOOR AND FRAME4

DEMOLISH WALL5

WALK OFF MAT6

1/4" = 1'-0"2

2ND FLOOR DEMOLITION REFLECTED CEILING PLAN WITH ENCLOSED ROOF WALKWAY

A. GENERAL CONTRACTOR TO MODIFY

EXISTING ROOF AS NEEDED TO DRAIN TO

NEW ROOF DRAIN LOCATIONS.

9/28/2020

DocuSign Envelope ID: 7C071EF8-284C-478E-BD63-133731E1F30A

40393834 35 37

F

F.1

EXP

PT1

RB

LIN-1

2E116

ENCLOSED

ROOF TOP

WALKWAY

AREA OF WORK

LIN-1 FIELD, TYP LIN-3 ACCENT, TYP

EXAM 4

2E110

EXAM 5

2E111

EXAM 6

2E112

EXAM 7

2E113

OTBC

TREATMENT

AREA (EDEMA)

2E115

OTBC STORAGE

2E114

EXAM 2

2E108

EXAM 3

2E109

CORRIDOR

2E143

EXAM 1

2E107

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

EXISTING ITEMS TO REMAIN

NEW WALL

NEW DOOR

NEW WORK LEGEND

LINOLEUM (LIN)

(STRIATO SERIES, WHITE

WASH, S230)

TRANSITION STRIP

(TS)

LIN-3 (TYPICAL)

FLOOR PATTERN LEGEND

LIN-1

(STRIATO SERIES, WHITE

WASH, S230)

TS-1

ALUMINUM

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

SHEET NOTES:

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:2 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

KMN, KC KC, DGC

2ND FLOOR FLOORING PATTERN PLAN ROOF

WALKWAY- 2E EAST

AF802

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

7 7

1/4" = 1'-0"1

2ND FLOOR FLOORING PATTERN PLAN ROOF WALKWAY- 2E EAST

N

AREA OF WORK

2 EAST OUTLINE

KEY PLAN

A. ALIGN NEW LINOEUM PATTERN WITH AND

COUNTINUE EXISTING LINOLEUM PATTERN.

4039 423834 35 37

F

G

AI803

EXISTING

STAIRS #3

EXISTING ROOF

ETR

AI803

CLR

7' - 0"

HAND

RAIL

HAND RAIL

HAND RAIL

HAND RAIL

6" 10' - 9 1/2" 20' - 0" 20' - 0" 20' - 1 1/2" 20' - 0" 20' - 0"

FV

9' - 2"

120' - 6 1/2"

COORDINATE NUMBER AND

LOCATION OF (2) SIDEWALL

SPRINKLER HEAD WITH SHEET

FS-801. REPAIR OR REPLACE

DAMAGED BRICK VENEER

CAUSED BY THE

INSTALLATION

F V2 " F.1

2E116

ENCLOSED

ROOF TOP

WALKWAY

AI804

HSS 4" X 4" X 1/4"

HSS 4" X 4" X 1/4" HSS 4" X 4" X 1/4" HSS 4" X 4" X 1/4"

HSS 4" X 4" X 1/4"

HSS 4" X 4" X 1/4"HSS 4" X 4" X 1/4"

15' - 10 1/4" 20' - 0" 2' - 0 3/4" 18' - 0 1/2" 20' - 0" 4' - 11 1/2" 15' - 0 1/2"

FV

1' - 5 1/2" 17' - 4"

6' - 4 1/4" 10' - 0 1/4" 10' - 0 1/4" 9' - 9" 10' - 0 1/4" 10' - 2 1/2" 10' - 0 1/4" 9' - 11 3/4" 10' - 0 1/4" 10' - 0" 10' - 0 1/4" 9' - 11 3/4" 4' - 2 1/4"

NEW ROOF DRAIN

SEE DETAIL AT 7/AI803

1/2" EXPANSION

JOINT AND SEALANT W/

BACKER ROD

AI804

AI803

1/2" EXPANSIONS JOINT AND SEALANT

WITH BACKER ROD

NEW ROOF DRAIN

SEE DETAIL AT 7/AI803

NEW ROOF DRAIN

SEE DETAIL AT 7/AI803

E

E

AREA OF WORK

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

WINDOWS TO REMAIN U.O.N.

TYPICAL. TAKE MEAUSRES TO

PROTECT EXISTING WINDOWS

DURING CONSTRUCTION

AI803

TYP.

AI803

FV

6 1/4"

EXAM 1

2E107

EXAM 2

2E108

EXAM 3

2E109

EXAM 4

2E110

EXAM 5

2E111

EXAM 6

2E112

EXAM 7

2E113

OTBC STORAGE

2E114

OTBC

TREATMENT

AREA (EDEMA)

2E115

FV

2' - 2"

2E116C

CORRIDOR2E106

CORRIDOR

CLR

7' - 0"

EXISTING MEMBRANE ROOFING SYSTEM TO

REMAIN. SEE SHEET NOTE A ON AD801.

CONTRACTOR TO MODIFY EXITING ROOFING AS

REQUIRED TO PROVIDE PROPER WATER

DRAINAGE TO NEW ROOF DRAINS.

4039 423834 35 37

F

G

AI803

AI803

F.1

STANDING SEAM

METAL ROOF

-1

S

L O

P E

-1

S

L O

P E

AREA OF WORKEXISTING ROOF

BELOW

AI804

SIM

AI803

SIM

AI803

AI803

SIM.

EXAM 1

2E107

EXAM 2

2E108

EXAM 3

2E109

EXAM 4

2E110

EXAM 5

2E111

EXAM 6

2E112

EXAM 7

2E113

OTBC STORAGE

2E114

OTBC

TREATMENT

AREA (EDEMA)

2E115

EXISTING ROOF

BELOW

EXISTING

STAIRS #3

EXISTING MEMBRANE ROOFING SYSTEM TO REMAIN. SEE SHEET NOTE A ON

AD802. CONTRACTOR TO MODIFY EXITING ROOFING AS REQUIRED TO PROVIDE

PROPER WATER DRAINAGE TO NEW ROOF DRAINS.

EXISTING ITEMS TO REMAIN

NEW WALL

NEW DOOR

NEW WORK LEGEND

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:3 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

KMN, KC KC, DGC

2ND FLOOR RENOVATION PLAN FOR

ENCLOSED ROOF TOP WALKWAY - EAST

AI802

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

3 7

1/4" = 1'-0"1

2ND FLOOR RENOVATION PLAN WITH ENCLOSED ROOF TOP WALKWAY - EAST

1/4" = 1'-0"2

2ND FLOOR RENOVATION PLAN WITH ENCLOSED ROOF TOP WALKWAY - ROOF PLAN

N

AREA OF WORK

2 EAST OUTLINE

KEY PLAN

CONTINOUS STRUCTURAL STEEL STUD

PURLINS @ 16" O.C. HORIZONTAL, TYP.

12 GA. STAINLESS STEEL

HIDDEN FASTENER CLIP (1

PER PANEL, PER SUPPORT)

- SET CLIP IN BUTYL SEALANT

1/4"-14 HEX HEAD FASTNERS WITHOUT

WASHER

CONTINOUS BUTYL SEALANT

BASE ANGLE W/ MIN. 3" VERTICAL LEG

FRO PANEL ATTACHEMENT

FASTEN TO EXISTING 4" PRECAST SLAB

PANELS

SEALANT MARRIAGE

BEAD TO VERTICAL

PANEL JOINT

TURN UP NEW

ROOF MEMBRANE

CONTINUOUS BUTYL

SEALANT BELOW BASE

FLASHING

METAL STUD

5/8" GYPSUM BOARD

BATT INSULATION

M

IN

BASE AS SCHEDULED

EXISTING MEMBRANE ROOFING

SYSTEM TO REMAIN. SEE SHEET

NOTE A ON AD801.

CONTRACTOR TO MODIFY

EXITING ROOFING AS REQUIRED

TO PROVIDE PROPER WATER

DRAINAGE TO NEW ROOF

DRAINS.

3 1/4" 1 3/4" 3 3/4" 3/4"

CONTINOUS PURLIN @ 16" O.C.

HORIZONTAL, TYP.

- SEE STRUCTURAL DRAWINGS

MALE JOINT FEMALE

JOINT

1/4" - 14 HEX HEAD

FASTNERS WITHOUT

WASHER

12 GA STAINLESS STEEL

HIDDEN FASTENER CLIP (1

PER PANEL, PER SUPPORT)

SET CLIP IN BUTYL SEALANT

PANEL MODULE

CONTINOUS BUTYL

SEALANT

CONTINOUS BUTYL

SEALANT

0"

16 GA. PAINTED SADDLE CLIP

CONTINOUS BUTYL SEALANT AT

PANEL JOINT

1/4" - 14 THROUGH FASTENERS

WITH WASHER

1 1/2 DEPTH STRUCTURAL STEEL

DECKING SYSTEM TYP.

STRUCTURAL STEEL STUD

RAFTER FRAME BEYOND

1/4" - 14 THROUGH FASTENER

WITH WASHER

16 GA. PAINTED SADDLE CLIP

INSIDE FOAM

CLOSURE

1/4" - 14 X 7/8" LOW

PROFILE TEK

SCREWS

CONTINUOUS BUTYL

TAPE

CONTINUOUS FOAM

IN PLACE SEALANT W/

BACKER

DECK BEARING

- SEE STRUCT DWG'S

LOW EAVE TRIM

SEALANT MARRIAGE

BEAD TO PANEL

JOINT

POP RIVET, TYP.

SEALANT MARRIAGE

BEAD TO PANEL

JOINT

CONTINUOUS BUTYL

SEALANT AT PANEL JOINT

CONTINUOUS BUTYL

SEALANT

INSIDE EAVE TRIM

(SET IN CONTINUOUS

BUTYL SEALANT)

CONTINUOUS BUTYL

SEALANT

STRUCTURAL STEEL

ATTACHMENT CLIP

CONTINUOUS STRUCTURAL

STEEL STUD PURLINS @ 16" O.C.

HORIZONTAL, TYP

14 GA. GALVANIZED HIDDEN CLIP (1 PER

PANEL, PER GIRT)

1/4" - 14 HEX HEAD FASTENERS

CONTINUOUS BUTYL SEALANT

AT PANEL JOINT

STRUCTURAL STEEL STUD WALL FRAME

SYSTEM

5/8" GYPSUM BOARD

BATT INSULATION

5"

1/2"

2ND FLOOR

(1193'-1 3/8")

29' - 6 3/4"

3RD FLOOR

(1204'-10 3/4")

41' - 4 1/8"

FG

STANDING SEAM METAL

ROOF ON EXTERIOR

SHEATHING ON 4" RIGID

INSULATION ON METAL

DECKING ON 6"

STRUCTURAL BEAM

3" INSULATED MTL.

PANEL ON 4"

FURRING MTL. STUD

FRAMING ON 5/8"

GYPSUM WALL

BOARD (BEYOND)

CONCRETE STOOL

WITH WATER

PROOFING ON THE

EXTERIOR ROOF SIDE

SOLID WALK SURFACE

SEE SHEET AF802 FOR

FLOOR FINISH AND

PATTERN

WELD 4" X 4"

STRUCTURAL TUBE

COLUMNS TO EXISTING

STRUCTURAL FRAMING

BELOW. PROVIDE

WATER PROOFING AT

PENETRATIONS

6'-0" (W) X 5'-0" (T)

ALUMINUM WINDOW

SYSTEM

HSS 8" X 3" X 1/4"

HSS 8" X 3"

X 1/4"

EXIST'G WALL BEYOND

Z-CHANNEL

1 1/2" DIA METAL

HANDRAIL W/ 5/8" DIA

HANDRAIL SUPPORT

F.1

1 1/2" DIA METAL

HANDRAIL W/ 5/8"

DIA HANDRAIL

SUPPORT

PATIENT LIFT

2E116

ENCLOSED

ROOF TOP

WALKWAY

AI803

AI803

HSS 6" X 2" X 1/4"

@ 5' - 0" O.C.

HSS 8" X 6" X 1/4"

AI803

AI803

ADAPTER

FRAME

EXISTING LOBBY

ROOF STRUCTURE

TO REMAIN

AI803

BASE AS

SCHEDULE

BASE AS

SCHEDULE

6' - 0 3/4"

F.V.

2"

CLEAN EXTERIOR

BRICK WHERE

CAPTURED INSIDE

NEW CORRIDOR.

CLEAN EXTERIOR

BRICK WHERE

CAPTURED INSIDE

NEW CORRIDOR.

ENCLOSURE FINISH FLOOR

SHALL ALIGN WITH FINISH

FLOOR OF 2E FINISH FLOOR

SPACE. BRING THE EXISTING

4" PRECAST SLAB PANELS

FINISH LEVEL UP OR DOWN

BASED ON FIELD CONDITIONS.

REPAIR AND LEVEL EXISTING

CONCRETE AS NEEDED TO

RECEIVE FINISH FLOOR.

W10x12

EXISTING MEMBRANE

ROOFING SYSTEM TO

REMAIN. SEE SHEET NOTE A

ON AD802. CONTRACTOR TO

MODIFY EXITING ROOFING

AS REQUIRED TO PROVIDE

PROPER WATER DRAINAGE

TO NEW ROOF DRAINS.

INSTALL METAL FLASHING

AT WINDOW HEAD

SPRINKLER - SEE FIRE

PROTECTION DWGS

RADIANT PANEL - SEE

MECH DWGS

ELEC FIXTURE - SEE

ELEC DWGS

MECH DUCT -

SEE MECH

DWGS

AI804

2ND FLOOR

(1193'-1 3/8")

29' - 6 3/4"

40 39 34

EXIST'G WALL

SLOPED

STANDING

SEAM METAL

ROOF

INSULATED

METAL

PANELS

EXIST. WALL

TO REMAIN

5' TALL BY 6'

WIDE FIXED

ALUMINUM

WINDOW

AI803

AI804

AI804

T Y

P

METAL END

CAP TRIM

W1 W1 W1 W1 W1 W1

SILL FLASHING

TYPICAL

METAL

FLASHING

G

TURN UP ROOF

MEMBRANE AT

PARAPET

EXISTING COPING

TO REMAIN

EXISTING 4" PRECAST

SLAB PANELS ROOF

DECK TO REMAIN

EXISTING BRICK

VENEER WALL TO

REMAIN

RAGGLE, LEAD WEDGE

AND SEALENT

TERMINATION BAR

FASTENED 6" O.C.

RECEIVER AND COUNTER

FLASHING. SCREW COUNTER

FLASHING TO RECEIVER WITH

GASKETED SCREW

HOT-AIR WELD

M

IN

EXISTING MEMBRANE ROOFING SYSTEM

TO REMAIN. SEE SHEET NOTE A ON

AD801. CONTRACTOR TO MODIFY

EXITING ROOFING AS REQUIRED TO

PROVIDE PROPER WATER DRAINAGE TO

NEW ROOF DRAINS.

V

IF

CAULKING & BACKER

ROD - BOTH SIDES

ALUMINIUM WINDOW

SEALANT ON

BOTH SIDES

PREFIN. INSUL.

METAL WALL

PANEL

WINDOW. SHIM

METAL FLASHING

PER MANUFACTURE

RECOMMENDATION

SEALANT ON

BOTH SIDES

METAL FLASHING PER

MANUFACTURE

RECOMMENDATION

PREFIN. INSUL.

METAL WALL

PANEL

CAULKING & BACKER

ROD - BOTH SIDES

FLASHING AT EDGE TRIM

PER MANUFACTURE

RECOMMENDATION

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/3

/2

:0

:1 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

KC DGC

ROOF WALKWAY DETAILS

AI803

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

5 7

3" = 1'-0"5

WALL PANEL BASE & JOINT CONDTION

3" = 1'-0"7

VERTICAL WALL PANEL PLAN VIEW

3" = 1'-0"6

INTERMEDIATE ROOF PANEL SUPPORT

3" = 1'-0"4

WALL PANEL @ ROOF PANEL LOW EAV DETAIL

3/4" = 1'-0"2

SECTION

1/4" = 1'-0"1

ENCLOSED WALK WAY ELEVATION

3" = 1'-0"3

EXISTING PARAPET DETAIL

1 1/2" = 1'-0"8

ALUMINUM WINDOW HEAD

1 1/2" = 1'-0"10

ALUMINUM WINDOW SILL

1 1/2" = 1'-0"9

AMUMINUM WINDOW JAMB

DOOR LEGEND

RAGGLE, LEAD

WEDGE AND

SEALENT

TERMINATION BAR

FASTENED 6" O.C.

RECEIVER AND

COUNTER FLASHING.

SCREW COUNTER

FLASHING TO

RECEIVER WITH

GASKETED SCREW

TERMINATION BAR

FASTENED 6" O.C.

SINGLE PLY BASE

FLASHING (ADHERED)

FOAM ROD

HOT-AIR WELD

SINGLE PLY MEMBRANE

(ADHERED)

COVER BOARD

INSULATION

M

IN

GYPSUM BOARD

EXISTING EXTERIOR

WALL TO REMAIN

F.1

1 1/2" 1 1/2"

1 1/2"

TYP.

EXISTING BUILDING

MASONRY WALL TO REMAIN

HAND RAIL

STRUCTURAL COLUMN

NOTE:

REPLACE EXISTING BRICK VENEER THAT AS

REQUIRED WHEN INSTALLING HANDRAIL.

MIN.

4"

F.I.P. INSULATION

AS REQUIRED

OUTSIDE CORNER

TRIM

POP RIVETS

EXPANISION

FASTENER

3/4" PHIL PANHEAD

INSIDER CORNER

TRIM

CONTINOUS

BUTYL SEALANT

CONTINOUS BUTYL

SEALANT

ATTACHMENT CLIP

STRUCTURAL STEEL STUD

WALL FRAME SYSTEM

CONTINOUS PURLINS

BEYOND

FIELD CUT

.0

FIELD CONDITIONWILL VARY WITH

FIELD CONDITION

WILL VARY WITH

DRAIN STRAINER

CLAMPING RING

EXISTING ROOF PRECAST SLAB

PANELS TO REMAIN

NOTE: PATCH AND REPAIR

EXISTING ROOF DRAIN HOLE TO

MATCH ROOF CONSTRUCTION

AND MEMBRANE. FOR NEW ROOF

DRAIN LOCATION - SEE PLUMBING

SHEET PP801

CONNECT TO

EXISTING ROOF

DRAIN

CORE DRILL HOLE

IN EXISTING ROOF

FOR NEW DRAIN

9. FRAME FINISH:

WTF = WOOD TRANSPARENT FINISH

WOF = WOOD OPAQUE FINISH

MGP = METAL GALVANIZED PAINTED

MP = METAL, PAINTED

AL = ANODIZED ALUMINUM

HMLL = HOLLOW METAL, LEAD LINED

10. FRAME DETAILS:

SEE FRAME DETAILS ON SHEET AE606

11. UL RATING:

20 M ; 45 M ; 1 H ; 1.5 H ; 2 H ; 3 H

12. HARDWARE SET:

SEE HARDWARE SETS SCHEDULE IN

SPECIFICATION 08 71 00.

3. DOOR SIZE:

SEE SCHEDULE FOR WIDTH, HEIGHT AND THICKNESS

4. DOOR MATERIAL:

SCV = SOLID CORE W/ WOOD VENEER FACES

SCH = SOLID CORE W/ HARDBOARD FACES

SCP = SOLID CORE PLASTIC LAMINATE FACES

SCA = SOLID CORE ACROVYN FACES

HM = HOLLOW METAL

GHM = GALVANIZED HOLLOW METAL

AL = ALUMINUM & GLASS

LL = LEAD LINED

5. DOOR FINISH:

WTF = WOOD TRANSPARENT FINISH

WOF = WOOD OPAQUE FINISH

MGP = METAL GALVANIZED PAINTED

MP = METAL PAINTED

AL = ANODIZED ALUMINUM

PL = PLASTIC LAMINATE

1. NUMBER: SEE FLOOR PLAN FOR DOOR NUMBER

2. DOOR ELEVATION: SEE TYPES BELOW

TYPE E

SEE SHEDULE

SEE SHEDULE

6. GLASS TYPE:

WG = 1/4" WIRE GLASS

CTG = 1/4" CLEAR TEMPERED GLASS

LG = 1/4" LEADED GLASS

FRG = 1/4" FIRE RATED GLASS

7. FRAME ELEVATION:

SEE HOLLOW METAL ELEVATION LEGEND

8. FRAME MATERIAL:

WD = WOOD

HM = HOLLOW METAL

GHM = GALVANIZED HOLLOW METAL

AL = ALUMINUM

KD = HOLLOW METAL KNOCK DOWN FRAME

HMLL = HOLLOW METAL, LEAD LINED

ALUMINUM FRAME

F6

S E

E S

C H

E D

U L E

2" SEE SCHEDULE 2"

9" VARIES 9"

9" 2'

-9

3' -6

SEE SCHEDULE

8"

2"

TEMPERED GLASS

TEMPERED

GLASS

KICK PLATE

W1

FIN. FLR.

AI803

TYP.

AI803

TYP.

EXTERIOR WINDOW ELEVATION

6' - 0"

TEMPERED GLASS

AI803

TYP.

WINDOW SCHEDULE

WINDOW TYPE WIDTH HEIGHT SILL HEIGHT HEAD HEIGHT

W1 6'-0" 5'-0" 4'-0" 9'-0"

DETAIL

JAMBHEAD SILL

9/AI8038/AI803 10/AI803

F.1

SIDE WALL TRIM

RAGGLE, LEAD WEDGE

AND SEALENT

TERMINATION BAR

FASTENED 6" O.C.

RECEIVER AND COUNTER

FLASHING. SCREW COUNTER

FLASHING TO RECEIVER

WITH GASKETED SCREW

HOT-AIR WELD

M

IN

EXISTING BRICK VENEER

WALL TO REMAIN

SLOPED STANDING

SEAM METAL ROOF

NEOPRENE CLOSER

MOISTURE BARRIER

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/2

/2

:5

:3 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

KMN, KC KC, DGC

ROOF, DOOR AND WINDOWS WALKWAY

DETAILS

AI804

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

6 7

3" = 1'-0"1

EXPANSION JOINT AND FLASHING DETAIL

3" = 1'-0"2

HANDRAL DETAIL AROUND COLUMN

3" = 1'-0"3

WALL PANEL OUTSIDE CORNER PLAN DETAIL

1 1/2" = 1'-0"4

ROOF DRAIN REPLACEMENT

DOOR SCHEDULE ROOF WALKWAY

MARK HEIGHT WIDTH DOOR TYPE

FRAME

MATERIAL FRAME TYPE FINISH FIRE RATING COMMENTS MARK

2E147 7' - 0" 3' - 8" E AL F6 AL - 2E147

2E148 7' - 0" 3' - 8" E AL F6 AL - 2E148

3" = 1'-0"6

ROOF DETAIL

J

LIGHTING FIXTURE SCHEDULE

A. MANUFACTURER AND CATALOG NUMBERS SHOWN ARE FOR BASIS OF DESIGN, DESCRIPTIVE AND QUALITY STANDARDS ONLY, NOT TO BE USED FOR ORDERING WITHOUT VERIFICATION AND APPROVAL CONTRACTOR TO PROVIDE PRODUCT OR EQUAL FOR APPROVAL BY OWNER, ARCHITECT AND ENGINEER. ENGINEER SHALL NOT BE RESPONSIBLE FOR MISMATCHED OR INACCURATE PART NUMBERS.

B. VERIFY ALL LIGHT FIXTURE MOUNTING TYPES AND COLORS WITH ARCHITECT.

C. FOR ALL LED FIXTURES, THE FIXTURE SHALL BE CAPABLE OF SELF-RESETTING TO THE SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED FIXTURES, WITH OR WITHOUT BROWNOUT PROTECTION, SHALL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE SUBMITTALS.

D. LIGHTING CONTROLS, INCLUDING CONTROL SCHEMATICS, DEVICES, SWITCHES, SENSORS AND GRAPHIC DISPLAYS/CONTROLLERS. THIS INFORMATION MUST BE SUBMITTED WITH THE LIGHT FIXTURE SHOP

DRAWINGS FOR A COMPLETE REVIEW.

GENERAL NOTES:

ELECTRICAL SYMBOL LEGEND

120V DUPLEX RECEPTACLE

RECEPTACLE MODIFIERS:

AC: 3" ABOVE COUNTERTOP/BACKSPLASH

GFI: GROUND FAULT CURRENT INTERRUPTER

PG: PLUGMOLD

WP: WEATHERPROOF ENCLOSURE

S: SURFACE MOUNTED

SR: DUAL CHANNEL SURFACE MOUNTED RACEWAY

120V DUPLEX RECEPTACLE (EMERGENCY)

120V QUADRUPLEX RECEPTACLE

120V QUADRUPLEX RECEPTACLE (EMERGENCY)

JUNCTION BOX, PURPOSE AS NOTED

DISCONNECT SWITCH NON-FUSED

DISCONNECT SWITCH FUSED

SINGLE POLE WALL SWITCH

SYMBOL

HEIGHT

AFF * DESCRIPTION

18"

18"

18"

18"

72" TOP

MAX

72" TOP

MAX

SWITCH MODIFIERS:

M: MOTOR-RATED

EQUIPMENT CONNECTIONE

120V FLOORBOX

48"

120V DUPLEX RECEPTACLE - CEILING MOUNTED

CLNG

PANELBOARD

T --- TRANSFORMER

HOMERUN---

ALL HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.

TOP: HEIGHT TO TOP OF DEVICE

* - ANY HEIGHTS INDICATED IN PLANS SHALL SUPERCEDE THOSE LISTED HERE.

18" SPECIAL RECEPTACLE

LIGHTING SYMBOL LEGEND

2' X 2' DIRECT/INDIRECT ARCHITECTURAL TROFFER -

RECESSED

2' X 4' DIRECT/INDIRECT ARCHITECTURAL TROFFER -

RECESSED

SYMBOL

HEIGHT

AFF * DESCRIPTION

--- 2' X 4' FLAT LENS TROFFER - RECESSED

6" DIAMETER DOWNLIGHT - RECESSED ---

EXIT SIGN - WALL MOUNTED

HATCHING AND ARROW INDICATE FACE AND CHEVRONS

EXIT SIGN - CEILING MOUNTED

HATCHING AND ARROW INDICATE FACE AND CHEVRONS

7'-5"

BOTTOM

SINGLE POLE WALL SWITCH

SWITCH MODIFIERS:

OS: OCCUPANCY SENSOR, DUAL TECHNOLOGY

LV: LOW VOLTAGE

LVD:LOW VOLTAGE DIMMER

D: LINE VOLTAGE DIMMER

T: DIGITAL TIMER

K: KEYED

3: 3 WAY

48"

CENTER

OS

OCCUPANCY SENSOR, DUAL TECHNOLOGY -

CEILING MOUNTED

--- LOW VOLTAGE LIGHTING CONTROL DEVICE

OS OCCUPANCY SENSOR, DUAL TECHNOLOGY -

WALL/CORNER MOUNTED

2' LINEAR - WALL MOUNTED

7'-0"

CENTER

RC

* - ANY HEIGHTS INDICATED IN PLANS SHALL SUPERCEDE THOSE LISTED HERE.

** - HATCHING OF ANY LIGHT FIXTURE INDICATED SERVED BY EMERGENCY CIRCUIT. PROVIDE

GENERATOR TRANSFER DEVICE FOR ALL SWITCHED EMERGENCY FIXTURES.

*** - LOWERCASE LETTER ADJACENT TO LIGHT FIXTURE AND CONTROLS INDICATES CONTROL ZONE ASSOCIATION. ALL CONTROLS AND LIGHTS WITH THE SAME LOWERCASE LETTER SHALL OPERATE

AS ONE ZONE. IF LOWERCASE LETTERS ARE NOT PROVIDED THEN ALL LIGHTS IN ROOM SHALL

OPERATE AS A SINGLE LIGHTING ZONE.

LS

LIGHT LEVEL SENSOR, SINGLE ZONE DIMMING CLOSED

LOOP - CEILING MOUNTED

--- LOW VOLTAGE LIGHTING CONTROL DEVICE

WITH 0-10V DIMMING

RCD

18" LINEAR - UNDERCABINET

--- 2' X 2' FLAT LENS TROFFER - RECESSED

9'-0"

BOTTOM

4' LINEAR STRIPLIGHT - SUSPENDED

--- SWITCHED / DIMMED CONTROLLED LIGHTING CIRCUIT

UNSWITCHED LIGHTING CIRCUIT

7'-5"

BOTTOM

EMERGENCY LIGHTING UNIT - WALL MOUNTED

TECHNOLOGY SYMBOL LEGEND

DATA OUTLET - 2-4 PR UTP

DATA OUTLET - 1-4 PR UTP

TELCO OUTLET - 1-4 PR UTP

SYMBOL HEIGHT DESCRIPTION

18"

18"

48"

ALL HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.

ANY HEIGHTS INDICATED IN PLANS SHALL SUPERCEDE THOSE LISTED HERE.

SEE DRAWINGS FOR MORE INFORMATION.

NOTE: NOT ALL SYMBOLS ARE USED.

ELECTRONIC LOCKING MECHANISM

DOOR CONTACT

REQUEST FOR EXIT SENSOR

CARD READER

(K - KEYPAD)

48"CR

ES

DC

RX

48" EMERGENCY EXIT BUTTON TO RELEASE DOOR (EEB)

WIRELESS ACCESS POINT - 2-4 PR UTP

WALL PHONE - 1-4 PR UTPW

DATA OUTLET - 4-4 PR UTP18"

TV OUTLET WALL MOUNTED

48"

CCTV DOME CAMERA FIXED

CCTV DOME CAMERA PAN/TILT/ZOOM

FOUR POST OIT EQUIPMENT RACK

OIT EQUIPMENT CABINET

MATV EQUIPMENT CABINET

CCTV EQUIPMENT CABINET

MATV

CCTV

LADDER CABLE TARY

AS NOTED

DOOR

DOOR

ABOVE

DOOR

6' TO TOP

PHYSICAL ACCESS CONTROL SYSTEMPACS 6' TO TOP

ELECTRONIC PANIC HARDWAREEP

DO DOOR OPERATOR

W WIRELESS PENDANT

L PATIENT ROAM ALERT ANTENNACEILING

GROUND BUS

CEILING

DOOR

DOOR

FLOOR

FLOOR

FLOOR

ABOVE

CEILING

18"

4'x8'x3/4" FIRE RATED TTB8"

FLOOR TWO POST OIT EQUIPMENT RACK

CEILING MOUNTED SPEAKERSCEILING

WALL MOUNTED SPEAKERS96"

S

S

DP DURESS PANIC ALARM PUSH BUTTON48"

PB PUSH BUTTON48"

TV OUTLET CEILING MOUNTEDCEILING

1P

1PH

2/C 2W

3PH

A

AAP

AC, A/C

ACC

ACLG

ADO

A/E

AF

AFC

AFF

AFG

AFI

AJH

AHU

AIC

AL

ALT

AMP

ANSI

APPROX

ARCH

AT

ATS

AUTO

AUX

AV

AWG

BAS

BATT

BC

BD

BFF

BISCI

BLDG

BMS

BRKR

BYP

C

CAB

CALC

CAP

CAT

CATV

CB

CCR

CCTV

cd

CD

CF

CKT

CLG

COAX

COMM

CONN

CONST

CONT

CONTR

COORD

COR

CPT

CR

CRI

CT

CTV

CTR

CU

CU FT

dB

DB

DC

DCP

DED

DEG C

DEG F

DEM

DEMO

DEPT

DIA

DISC

DIST

DN

DO

DS

DT

DVR

DWG

EC

ECB

EEB

EF

EG

EIA

ELEC

ELEV

EM

EMI

EMS

EMT

EP

EPO

EQUIP

ES

ESMT

ETC

ETR

EWC

EWH

EX

EXP

FA

FAAP

FACP

FAP

FC

FCU

FIXT

FLR

FO

FU

FVR

FVNR

GAL

GALV

GC

GEC

GEN

GFI

GND

GRS

GYP BD

HOA

HP

HT

HTR

HV

HVAC

IC

IES

IG

IMC

IR

IT

J-BOX

K

KCMIL

KV

KVA

KW

KWH

LED

LF

LM

LRA

LTS

LTG

LTNG

LV

MATV

MAX

MC

MCA

MCB

MCC

MDP

MECH

MFR

MH

MIC

MIN

MISC

MLO

MM

MSBD

MT

MTS

MTR

NA

NAC

NC

NEC

NEMA

NFPA

NIC

NL

NO

NS

NTS

NVR

OC

OD

OH

OIT

OL

OS

PA

PACS

PAMN

PB

PCB

PC

PDU

PED

PG

PF

PH

PIV

PNL

PoE

PR

PRI

PROJ

PSI

PT

PVC

PWR

QTY

RCP

RECEPT, REC

REQD

RGS

RM

RMS

RTU

RX

SC

SEC

SEP

SF

SHT

SI

SIM

SLC

SM

S/N

SPD

SPEC

SPKR

SP

SPD

SR

SS

SSBJ

S/S

STD

SURF

SW

SWBD

SYM

SYS

TBB

TC

TEL

TEL/DATA

TERM

TGB

TIA

TMGB

TP

TPS

TR

TTB

TTC

TV

TYP

UC

UE

UG

UH

UL

UPS

UT

UTP

UTIL

UV

V

VA

VAV

VERT

VFD

VOL

W W/

WAP

WH

WM

WP

XFMR

XFR

ELECTRICAL ABBREVIATIONS LIST

SINGLE MODE FIBER

SOLID NEUTRAL

SURGE PROTECTION DEVICE

SPECIFICATION

SPEAKER

SPARE

SURGE PROTECTION DEVICE

SURFACE RACEWAY

STAINLESS STEEL

SUPPLY SIDE BONDING JUMPER

STOP/START PUSHBUTTONS

STANDARD

SURFACE MOUNTED

SWITCH

SWITCHBOARD

SYMMETRICAL

SYSTEM

TELECOMMUNICATIONS BACKBONE

TIMECLOCK

TELEPHONE

TELEPHONE/DATA

TERMINAL

TELECOMM GROUND BUS BAR

TELECOMMUNICATIONS INDUSTRY

ASSOCIATION

TELECOMM MAIN GROUND BUS BAR

TWISTED PAIR

TWISTED PAIR SHIELDED

TAMPER RESISTANT OR

TELECOMM ROOM

TELEPHONE TERMINAL BOARD

TELEPHONE TERMINAL CABINET

TELEVISION

TYPICAL

UNDER COUNTER

UNDERGROUND ELECTRICAL

UNDERGROUND

UNIT HEATER

UNDERWRITER'S LABORATORY

UNINTERRUPTIBLE POWER SUPPLY

UNDERGROUND TELEPHONE

UNSHIELDED TWISTED PAIR

UTILITY

UNIT VENTILATOR OR

ULTRAVIOLET

VOLT

VOLT-AMPERES, VETERANS AFFAIRS

VARIABLE AIR VOLUME

VERTICAL

VARIABLE FREQUENCY DRIVE

VOLUME

WATT

WITH

WIRELESS ACCESS POINT

WATER HEATER

WIRE MANAGEMENT

WEATHERPROOF

TRANSFORMER

TRANSFER

MANUAL TRANSFER SWITCH

MOTOR, MOTORIZED

NOT APPLICABLE

NETWORK APPLIANCES CONTROL PANEL

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NIGHT LIGHT

NORMALLY OPEN

NO SCALE

NOT TO SCALE

NETWORK VIDEO RECORDER

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OFFICE OF INFORMATION AND

TECHNOLOGY

OVERLOAD

OCCUPANCY SENSOR

PUBLIC ADDRESS

PHYSICAL ACCESS CONTROL SYSTEM

PUBLIC ADDRESS AND MASS NOTIFICATION

SYSTEM

PULL BOX OR PUSHBUTTON

POLYCHLORINATED BIPHENYL

PHOTOELECTRIC CELL

POWER DISTRIBUTION UNITS

PEDESTAL

PLUGMOLD

POWER FACTOR

PHASE

POST INDICATING VALVE

PANEL

POWER-OVER-ETHERNET

PAIR

PRIMARY

PROJECTION

POUNDS PER SQUARE INCH

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE (CONDUIT)

POWER

QUANTITY

REFLECTED CEILING PLAN

RECEPTACLE

REQUIRED

RIGID GALVANIZED STEEL

ROOM

ROOT MEAN SQUARE

ROOF TOP UNIT

REQUEST TO EXIT

SURFACE CONDUIT

SECONDARY

SERVICE ENTRANCE PROTECTION

SQUARE FEET/FOOT

SHEET

INTERNATIONAL SYSTEM OF UNITS

SIMILAR

SIGNALING LINE CIRCUIT

1 POLE (2P, 3P, 4P, ETC.)

1 PHASE

TWO-CONDUCTOR (3/C, 4/C, ETC.)

TWO-WIRE (3W, 4W, ETC.)

3 PHASE

AMPERE

ALARM ANNUNCIATOR PANEL

ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACCESSIBLE

ABOVE CEILING

AUTOMATIC DOOR OPENER

ARCHITECT/ENGINEER

AMP FRAME

AVAILABLE FAULT CURRENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ARC FAULT CIRCUIT INTERRUPTER

AUTHORITY HAVING JURISDICTION

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

ALTERNATE

AMPERE

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATELY

ARCHITECT, ARCHITECTURAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AUDIO VISUAL

AMERICAN WIRE GAUGE

BUILDING AUTOMATION SYSTEM

BATTERY

BARE COPPER

BOARD

BELOW FINISHED FLOOR

BUILDING INDUSTRY CONSULTING SERVICE

INTERNATIONAL

BUILDING

BUILDING MANAGEMENT SYSTEM

BREAKER

BYPASS

CONDUIT

CABINET

CALCULATED

CAPACITY

CATALOG, CATEGORY

COMMUNITY ANTENNA TELEVISION

CIRCUIT BREAKER

CONTROL CONTRACTOR

CLOSED CIRCUIT TELEVISION

CANDELA

CONSTRUCTION DOCUMENTS

CONTRACTOR-FURNISHED

CIRCUIT

CEILING

COAXIAL CABLE

COMMUNICATION

CONNECTION

CONSTRUCTION

CONTINUATION OR CONTINUOUS

CONTRACTOR

COORDINATE

CONTRACTING OFFICER

REPRESENTATIVE

CONTROL POWER TRANSFORMER

CARD READER

COLOR RENDERING INDEX

CURRENT TRANSFORMER

CABLE TELEVISION

CENTER

COPPER

CUBIC FEET

DECIBEL

DIRECT BURIAL

DIRECT CURRENT OR

DOOR CONTACT SWITCH

DIMMER CONTROL PANEL

DEDICATED

DEGREES CELSIUS

DEGREES FAHRENHEIT

DEMAND

DEMOLISH/DEMOLITION

DEPARTMENT

DIAMETER

DISCONNECT

DISTRIBUTION

DOWN

DOOR OPERATOR

SAFETY DISCONNECT SWITCH

DOUBLE THROW

DIGITAL VIDEO RECORDER

DRAWING

ELECTRICAL CONTRACTOR

ENCLOSED CIRCUIT BREAKER

EMERGENCY EXIT BUTTON

EXHAUST FAN

EQUIPMENT GROUND

ELECTRONIC INDUSTRIES ALLIANCE

ELECTRIC, ELECTRICAL

ELEVATOR

EMERGENCY

ELECTROMAGNETIC INTERFERENCE

ENERGY MANAGEMENT SYSTEM

ELECTRICAL METALLIC TUBING

ELECTRONIC PANIC

EMERGENCY POWER OFF

EQUIPMENT

ELECTRIC STRIKE

EASEMENT

ET CETERA

EXISTING TO REMAIN

ELECTRIC WATER COOLER

ELECTRIC WALL HEATER

EXISTING

EXPLOSION PROOF

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIRE ALARM PANEL

FOOTCANDLE

FAN COIL UNIT

FIXTURE

FLOOR

FIBER OPTIC

FUSE

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

GALLON

GALVANIZED

GENERAL CONTRACTOR

GROUNDING ELECTRODE CONDUCTOR

GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

GALVANIZED RIGID STEEL (CONDUIT)

GYPSUM BOARD

HAND-OFF-AUTOMATIC

HORSEPOWER

HEIGHT

HEATER

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

INTERCOM

ILLUMINATION ENGINEERING SOCIETY

ISOLATED GROUND

INTERMEDIATE METAL CONDUIT

INFRARED

INTERCOMMUNICATION ROOM

JUNCTION BOX

KELVIN OR KEYPAD

THOUSAND CIRCULAR MILS

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

KILOWATT HOUR

LIGHT-EMITTING DIODE

LINEAR FEET/FOOT

LUMEN

LOCKED ROTOR AMPS

LIGHTS

LIGHTING

LIGHTNING

LOW VOLTAGE

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MECHANICAL CONTRACTOR OR

METAL-CLAD (CONDUIT)

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MECHANICAL

MANUFACTURER

MANHOLE

MICROPHONE

MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MULTI MODE FIBER

MAIN SWITCHBOARD

MOUNT

GENERAL ELECTRICAL NOTES

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED

PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT, AND

THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.

2. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS WHERE THE

BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, AND/OR SMOKESTOP THE ANNULAR SPACE AROUND ALL PENETRATIONS

THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND THE

APPLICABLE BUILDING CODES.

4. VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS AND ALL REQUIRED

MOUNTING HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

5. PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

6. BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG COPPER MINIMUM.

7. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO AVOID

CONFLICT DURING CONSTRUCTION.

8. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT SERVED AND ROOM NUMBER (AS INDICATED ON FINAL BUILDING ROOM SIGNAGE) OF EQUIPMENT LOCATION, OR

SPARE, OR SPACE.

9. MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES, TO INDICATE

A QUALITY STANDARD AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR

MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE DESIGNER WILL BE ACCEPTED.

ALL PRODUCTS MUST COMPLY WITH "BUY AMERICAN ACT".

10. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND PARTICULAR

EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

11. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON THE

DEVICE'S SCREW TERMINALS.

12. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR EQUIPMENT

UNLESS NOTED OTHERWISE.

13. ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.

14. ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED.

15. ALL CONDUIT SHALL BE RGS OR EMT UNLESS OTHERWISE NOTED. FMC CONDUIT MAY BE USED ON

VIBRATING EQUIPMENT. PVC MAY BE USED FOR UNDERGROUND OR CONCRETE-ENCASED.

16. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN

APPROVED THIRD PARTY TESTING AGENCY.

17. IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE

BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF WORK , AS

DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

A1 b

E1 d

ELECTRICAL SYMBOL NOTES

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER AND A NUMBER.

THE SWITCH DESIGNATION (IF NEEDED) IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: LIGHTING FIXTURE TYPE "A1" IS CONTROLLED BY SWITCH "b".

EXIT LIGHTS. STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING

MOUNTING.

SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES DIRECTIONAL

ARROW ON ILLUMINATED FACE(S).

EXAMPLE: THE WALL MOUNTED EXIT LIGHT TYPE "E1" WITH SINGLE FACE AND

DIRECTIONAL ARROW.

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: SINGLE POLE SWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED BY "d".

KEY NOTE. SEE THE KEY NOTES ON THAT SHEET FOR THE NOTE NUMBER

INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANEL DESIGNATION AND CIRCUIT

DESIGNATION IS SHOWN ADJACENT TO THE HOME RUN ARROW. CIRCUIT BREAKER SIZES

(AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANEL SCHEDULE WITH THE

CORRESPONDING PANEL AND CIRCUIT DESIGNATION.

EXAMPLE: HOME RUN TO PANEL 'LPN' CIRCUITS 1, 3, 5.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE A UNIT

TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

'LPN'-1,3,5

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/3

/2

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FLOOR, 2E AT UD

JKM KLC

ELECTRICAL NOTES AND LEGENDS -

ENCLOSED ROOF TOP WALKWAY

E-801

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

1 5

TYPE DESCRIPTION MOUNTING LAMPING DRIVER VOLTAGE WATTS

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN MODEL NUMBER

A1

2' X 4' ARCHITECTURAL LED TROFFER WITH CLOSED CENTER DIFFUSER;

MAXIMUM 3.6" LUMINAIRE DEPTH

RECESSED

GRID

LED; 4000 LUMENS;

80 CRI; 3500K

0-10V DIMMABLE

TO 1% DRIVER

120 V 37 W FOCAL POINT FAML-24-ACR-4000L-35K-1C-UNV-L11

E2

DIE-CAST ALUMINUM LED DOUBLE FACE EXIT SIGN WITH BRUSHED

ALUMINUM FINISH, RED LETTERS, AND CHEVRON ARROWS AS SHOWN ON

PLANS.

UNIVERSAL LED --- 120 V 5 W LITHONIA LQC 2 R

M

1.5" X 4' NARROW DIRECT/INDIRECT LINEAR PENDANT WITH DIE-CAST

ALUMINUM HOUSING, 60% DOWNLIGHT, 40% UPLIGHT; FROSTED ACRYLIC

LENS; MOUNTED AT 10'-0" AFF

CABLE

SUSPENDED

LED; 3500 LUMENS;

80 CRI; 3500K

0-10V DIMMABLE

TO 10% DRIVER

120 V 33 W FOCAL POINT

FSM1BS DCFL 500DN 375UP 35K 1C UNV LD1 C24BK

TS 4

TECHNOLOGY GENERAL NOTES

1. ALL COMMUNICATIONS DEVICES AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICAN DISABILITIES ACT AND WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, BICSI

STANDARDS AND VA STANDARDS.

2. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, AND EQUIPMENT WHERE THE BUILDING CONSTRUCTION IS NOT

SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILINGS, AND ROOF IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND THE APPLICABLE BUILDING CODES.

4. ALL CABLING SHALL COMPLY WITH THE LATEST EDITION OF TELECOMMUNICATIONS DISTRIBUTION METHOD

MANUAL AND ANSI/TIA/EIA PUBLICATIONS.

5. COMPLY WITH ANSI/TIA/EIA 758 AND 607B OR 607A - GROUNDING AND BONDING REQUIREMENTS FOR

TELECOMMUNICATIONS IN COMMERCIAL BUILDING.

6. COMPLY WITH ANSI/TIA/EIA 568B - COMMERCIAL BUILDING TELECOMMUNICATIONS WIRING STANDARD.

7 COMPLY WITH ANSI/TIA/EIA 569B - COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS PATHWAYS AND

SPACES.

8. COMPLY WITH NFPA 70 NATIONAL ELECTRICAL CODE.

9. COMPLY WITH NFPA 99 HEALTHCARE FACILITIES CODE.

10. COMPLY WITH NFPA 101 LIFE SAFETY CODE.

11. COMPLY WITH VA STANDARDS.

12. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO AVOID CONFILCT

DURING CONSTRUCTION.

13. MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES, TO INDICATE A QUALITY STANDARD AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE DESIGNER WILL BE ACCEPTED. ALL PRODUCTS MUST COMPLY WITH "BUY AMERICAN

ACT".

14. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, BOXES, OUTLET, OR EQUIPMENT UNLESS NOTED

OTHERWISE.

15. ALL CONDUITS SHALL BE RGS, OR EMT UNLESS OTHERWISE NOTED.

16. ALL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY

TESTING AGENCY.

17. ANY DISCREPANCY BETWEEN PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE VA COR, ARCHITECT, AND ENGINEER OF RECORD FOR CLARIFICATION. THE MORE STRINGENT OF THEM SHALL TAKE

PRECEDENCE.

18. A CORRIDOR, ROOM, OR ADJACENT SPACE WITH TWO OR MORE VISIBLE FIRE ALARM NOTIFICATION APPLIANCES

WITHIN THE FIELD OF VIEW SHALL FLASH IN SYNCHRONIZATIONS.

19. ALL COPPER OUTLETS/CONNECTORS SHALL BE TIA/EIA CAT 6.

20. ALL WORK AREA OUTLETS SHALL BE 8 PIN, CAT 6 KEYSTONE JACK WIRED PER T568B AS DIRECTED BY THE VA COR.

21 LABELING SHALL BE ACCORDING TO LATEST ANSI/TIA 606A OR 606B EDITION AS WELL AS THE STANDARDS SET

FORTH BY MCGUIRE VA HOSPITAL OIT.

22 PROVIDE A MINIMUM OF 12" CLEARANCE ABOVE THE CABLE TRAY PER TIA/EIA 569B PARAGRAPH 4.5.6.2.

23 THE VA SHALL CONDUCT A WAP SURVEY AND PROVIDE SURVEY TO THE CONTRACTOR. CONTRACTOR SHALL

INSTALL CABLING AND EQUIPMENT PER THE SURVEY. COORDINATE WITH COR AND OIT.

FF

S

F

S

F

S

F

32 33 34 35 35.1 36 37 38 39 40 42

G

F

15cd

30cd

1/2 W

30cd

1/2 W 30cd

1/2 W

F.2

F.1

15cd

ENCLOSED

ROOF TOP

WALKWAY

2E116

Engineers Architects

N

AREA OF WORK

2 EAST OUTLINE

KEY PLAN

WALL RATING LEGEND

1 HOUR FIRE RATED BARRIER

2 HOUR FIRE RATED BARRIER

3 HOUR FIRE RATED WALL

SMOKE BARRIER

SMOKE RESISTANT

# SHEET KEY NOTES:

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

SHEET NOTES:

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

-0 -3

:2

:2 P

M

RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

JKM JWB

2ND FLOOR FIRE ALARM PLAN - 2E EAST

ENCLOSED ROOF TOP WALKWAY

FA802

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

2 2

0 4' 8' 16' 1/8" = 1'-0"1

2ND FLOOR FIRE ALARM PLAN - 2E EAST ENCLOSED ROOF TOP WALKWAY

SURFACE MOUNT FIRE ALARM CONDUIT ALONG

WALL AT APPROXIMATELY 11'6". FIRE ALARM

CONDUIT SHALL BE FACTORY PAINTED RED.

SURFACE MOUNT FIRE ALARM CONDUIT ALONG WALL

AT APPROXIMATELY 11'6". FIRE ALARM CONDUIT

SHALL BE FACTORY PAINTED RED.

EXIST. CONCRETE FLOOR

STEEL BEAM.

C-CLAMP.

EXPANSION ANCHOR HILTI QUIK BOLT

TZ OR APPROVED EQUAL. EXPANSION

ANCHOR SHALL BE QUALIFIED FO R

USE IN CRACKED CONCRETE PER ACI

355.2

THREADED HANGER ROD.

SURGE RESTRAINER.

ADJUSTABLE RING HANGER.

AUTO. SPRINKLER PIPE.

NOTE: HANGING DETAILS SHOWN ARE SUBJECT

TO REQUIREMENTS OF SEISMIC DESIGN.

RETAINING STRAP.

SET SCREW.

CONCRETE STEEL BEAM

INSTALL INSULATION AFTER

CAULKING SLEEVE, SEAL AS

REQUIRED.

FIRE RATED WALL AND OR SLAB.

STEEL PIPE SLEEVE TERMINATE

SLEEVE FLUSH WITH FINISHED

SURFACE.

FIRESTOPPING APPROVED

(BY LOCAL CODES)

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF

SIZE TO COMPLETELY COVER

OPENING.

APPROVED TYPE FIRE SAFE &

SMOKE TIGHT CAULKING SEALER

BETWEEN BARE PIPE AND SLEEVE.

NOTE: MINIMUM SIZE OF OPENINGS AROUND SPRINKLER PIPE PENETRATIONS OF

CONCRETE OR CMU WALLS SHALL BE IN ACCORDANCE WITH NFPA 13 SEISMIC

REQUIREMENTS.

1" x 1/2" REDUCER

NOTES:

1. ALL SPRINKLERS SHALL BE QUICK RESPONSE TYPE.

2. INSTALL PER MANUFACTURER'S REQUIREMENTS.

1" X 90 ELL

1" x 2" NIPPLE

BRANCH LINE

HANGERS SHALL

BE PROVIDED AS

REQUIRED BY

NFPA 13, TYPICAL

1" X RUN NIPPLE

CEILING

GUARD PROTECTOR

SIDEWALL SPRINKLER

LOCATED PER NFPA 13

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/3

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:3

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FLOOR, 2E AT UD

PLH SMH

FIRE PROTECTION DETAILS

FS501

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

2 3

N.T.S.2

PIPE HANGER SUPPORT DETAIL

N.T.S.3

SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL

N.T.S.1

TYPICAL SIDEWALL SEMI-RECESSED PENDENT SPRINKLER

27 30 32 33 34 35 35.1 36 37 38 39 40 42 43 44

G

H

J.1

OH1

OH2

30 32 33 34 3535.1 36 37 38 39 40 42 43 44

H

G

F

F.2

F.1

J.

CONNECT TO

EXISTING

BRANCH LINE

EXISTING

BRANCH

LINE

EXISTING SPRINKLER

PIPING AND HEADS

SERVING EXAM ROOMS TO

REMAIN (TYPICAL)

SIDEWALL SPRINKLER

HEAD TO SERVE

WALKWAY (TYP.) SEE

DETAIL FS501/1.

WALKWAY WALKWAY

OTBC:

TREATMENT

AREA (EDEMA)

2E115

OTBC: STOR

2E114

EXAM 7

2E113

EXAM 6

2E112

EXAM 5

2E111

EXAM 4

2E110

EXAM 3

2E109

EXAM 2

2E108

EXAM 1

2E107

TOILET

2E106

ENCLOSED

ROOF

WALKWAY

2E116

AREA OF WORK

FOR WALL

PENETRATION SEE

DETAIL FS501/3.

Engineers Architects

N

AREA OF WORK

2 EAST OUTLINE

KEY PLAN

# SHEET KEY NOTES:

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

SHEET NOTES:

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

/3

/2

:3

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M

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FLOOR, 2E AT UD

PLH SMH

2ND FLOOR FIRE PROTECTION PLAN - 2E EAST

WITH ENCLOSED ROOF TOP WALKWAY

FS801

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

3 3

0 4' 8' 16' 1/8" = 1'-0"1

2ND FLOOR FIRE PROTECTION PLAN - 2E EAST WITH ENCLOSED ROOF TOP WALKWAY

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION FOR

THIS PROJECT IS LEVEL IV FOR THE CLASS OF PRECAUTIONS OR LEVEL OF INFECTION

CONTROL ACTIVITIES. HARD SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA

INDICATED ON THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO SEAL

AREA FROM NON-WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND

ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES (PROVIDE

AND LOCATE A STAGING AREA FOR TYVEK SUITS NEAR THE PLASTIC BARRIER

ENTRANCE SPACES - CONSTRUCTION ANTEROOM. THEY SHALL BE USED WHEN GOING

INTO CONSTRUCTION AREA AND LEAVING THE CONSTRUCTION AREA) AND TOOL

STORAGE TIGHT SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND

WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED

OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF THE CONSTRUCTION

PHASE, DUST BARRIERS SHALL BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF

DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE

BEFORE REMOVAL OF A PERMANENT BARRIER.

A DWYER GAUGE SHALL BE USED AT CONSTRUCTION ENTRY TO VALIDATE NEGATIVE

AIR FLOWS.

2. PROVIDE STICKY MATS AT THE PLASTIC BARRIER ENTRANCE SPACES

(CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR MORE OFTEN AS NEEDED TO

PREVENT THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

3. USE CORRIDORS C2C4, C2C6 AND 2E143 AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE

DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS; DESIGNATED ELEVATORS SHALL

BE USED DURING SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL

BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

4. CONTRACTOR SHALL USE ISOLATION CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED; THE NOT-SO-

CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND THE CONSTRUCTION

STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY

FITTED COVERS, DESIGNATED TRAFFIC ROUTES SHALL BE MADE TO MINIMIZE USE OF

ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF

ACTIVITY. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF

CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR

(HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING

SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED AND SEALED BEFORE

BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL

NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE

COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE INFILTRATION

FROM ANY ADJACENT EXCAVATION DEBRIS.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND NOTIFY CONTRACTOR WHETHER

THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS

SHALL BE ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR

PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS. CARTS NEED TO BE CLEANED,

WIPED DOWN AND COVERED BEFORE LEAVING CONSTRUCTION SITE.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE

NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR

SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN

THE ENCLOSURE TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE,

PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER

MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC.

IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND

HEPA FILTER SHALL BE USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE

DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING

SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR

SHALL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION

ACTIVITY AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM

THE CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF

LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE

APPAREL IS NOT WORN (E.G., COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-

FILTERED VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE

LEAVING THE BARRICADE. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR

SHALL CONSTRUCT A SPACE OR ANTEROOM FOR CHANGING CLOTHING AND STORING

EQUIPMENT (DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND

MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM

DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR REMOVAL FROM

THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC

ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION SITE, VA EMS STAFF

HAS DONE A TERMINAL CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS

INSPECTED AND APPROVED THE CLEANING.

6B. AIR BALANCING AND AHU STARTUP ARE NOT PERMISSABLE PRIOR TO REVIEW

AND APPROVAL OF EXTENSIVE "CONSTRUCTION CLEAN" BY THE CONTRACTOR.

POLICY LETTER EC-51

7. REFER TO SPEC SECTION 01 01 10 FOR EC-51 SAFETY AND HEALTH POLICY AND

PROCEDURES DURING CONSTRUCTION ACTIVITIES.

FIRE ALARMS

8. FIRE ALARMS AND OTHER LIFE SAFETY FIXTURES WITHIN THE ICRA BARRIERS OF

THE CONSTRUCTION AREAS SHALL BE TEMPORARILY RELOCATED TO THE OUTSIDE OF

BARRIRES.

ICRA NOTES

1. SEE ICRA NOTES FROM SHEETS

GI803 FOR CONTRUCTION PHASE.

2. INSTALL ILSM EGRESS SIGNAGE

AND INDICATION OF EXIT ACCESS

ROUTE DURING CONSTRUCTION

PHASE.

ICRA

ICRA REFERENCE CODES

2018 NFPA 101 LIFE SAFETY CODE

NFPA 99 HEALTH CARE FACILITIES CODE

2018 INTERNATIONAL BUILDING CODE

2014 NEC ELECTRICAL CODE

OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION (OSHA)

UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY (USEPA)

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR RENOVATION BUILDING 1,

SECOND FLOOR ROOF WALKING TRACK, 2E AT UD

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

Engineers Architects

Drawing Title

Location

Project Title

Date

Approved: Project Director

Checked

Building Number

VA Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: PROJECT MANAGER:

Office of Facilities

Management o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

E

D

C

B

A of

FULLY SPRINKLERED

3 4 5 6 7

2 3 4 5 6 7

E

D

C

B

A

Project Number Scale 15-001

Revisions: Date

AS INDICATED

Headquarters:

Apogee Consulting Group, P.A.

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RENOVATE BLDG. 1, SECOND

FLOOR, 2E AT UD

KMN, KC KC, DGC

INFECTION AND DUST CONTROL PLANS AND

NOTES

GI802

AUGUST 25, 2020

100% CD

UNIVERSITY DRIVE, PITTSBURGH, PA 15240

646-14-102

2 4

3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

"FOR REFERENCE ONLY"

SEE DIV 1 SPECIFICATIONS FOR OFFICIAL ICRA, ILSM AND ASSOCIATED FORMS AND REQUIREMENTS

UP UP

DN

1. PROVIDE TEMPORARY 1-HOUR

RATED SLAB-TO-SLAB

BARRIERS CONSIST OF 3-5/8"

METAL STUD FRAMING WITH

5/8" GYPSUM BOARD ON BOTH

SIDES. BARRIERS SHALL BE

INSPECTED BY VA LIFE

SAFETY AND ICRA STAFF

PRIOR TO START OF

CONSTRUCTION IN SPACE.

MAINTAIN NEGATIVE

PRESSURE VENITLATION IN

THE CONSTRUCTION SPACE

2. PROVIDED OUTER DOOR TO

THE CONSTRUCTION AREA

ANTEROOM SHALL BE 45 MIN.

RATED HARD DOOR IN A

RATED FRAME WITH CLOSER.

3. CONSTRUCTION ACCESS

ROUTE

4. USE ISOLATION CART FOR ALL

WORK IN THIS AREA.

5. PROVIDE TWO STICKY MATS

AT EACH CONSTRUCTION

ACCESS POINT IN ALL

PHASES.

6. PROVIDE STAGING AREA FOR

PPE (PERSONAL PROTECTIVE

EQUIPMENT) FOR HAZMAT

SUITS UNLESS NOTED

OTHERWISE.

7. TURN UP EXHAUST ON

EXTERIOR SIDE,

CONTRACTOR SHALL VERIFY

LOCATION OF AIR INTAKES AT

THE PROPER DISTANCE FROM

EXHAUST. VERIFY LOCAL

JURISDICTION CODE AND VA

REQUIREMENTS FOR

DISTAN…