B411_Drawings_Revision_2_20190521_p1-12.pdf

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

US AIR FORCE RESERVE

911TH AIRLIFT WING

Pittsburgh International Airport, ARS Moon Township, PA 15108-5000

Project No: JLSS-16-0014

ISSUE FOR CONSTRUCTION

APRIL 30, 2018

AREA OF WORK

B411

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

/2

/2

:3 :4

P

M

RENOVATE FACILITY FOR AFE BUILDING 411Designer

Author

Checker

G-1

COVER SHEET

N

PROJECT NORTH

TRUE NORTH

PROJECT LOCATION PLAN

NTS

1292959989C Text Box

Drawings signed by 911th Personnel are on file at 911th CE

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REV 2 20190521

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REV 1 20180913

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REV 1 20180910

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REV 2 20190521

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REV 1 20180913

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REV 1 20180910

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REV 1 20180913

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RMB

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RMB

AB

ABV

ACMU

AFF

AFG

AL, ALUM

AMP

ANOD

ASSY

BBT

BD

BEV

BLDG

BLK

BLKG

BRG

BRK

BRS

BRZ

BTM

C TO C

CAB

CEM

CF

CGFB

CH

CHAM

CHAN

CIP

CJ

CL OR

CLG

CLKG

CMU

COL

COMP

CONC

CONT

CRPT

CRS

CT

CET

DF

DIA

DIAG

DIM

DISP

DN

DP

DR

ELEC

ELEV

EQ

EQPT

EWC

EXP

EJ

EXIST, (E)

FD

FE

FF

FFE

FGL

FIN

FLG

FL

FLR

FR

FRP

FO

FV

FXD

GA

GALV

GL

AND

ANGLE

AT

ANCHOR BOLT

ABOVE

ACOUSTICAL CONCRETE MASONRY UNIT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALUMINUM

ACOUSTICAL METAL PANELS

ANODIZE(D)

ASSEMBLY

BIOBASED TILE

BOARD

BEVEL(ED)

BUILDING

BLOCK

BLOCKING

BEARING

BRICK

BRASS

BRONZE

BOTTOM

CENTER TO CENTER

CABINET

CEMENT

COMPRESSIBLE FILLER

CEMENTITIOUS GLASS FIBER BOARD

CONCRETE HARDENER

CHAMFER

CHANNEL

CAST IN PLACE

CONTROL JOINT

CENTERLINE

CEILING

CAULKING

CONCRETE MASONRY UNIT

COLUMN

COMPRESSIBLE

CONCRETE

CONTINUOUS

CARPET, CARPET TILE

COURSE(S)

CERAMIC TILE

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DOWN

DAMPPROOFING

DRAIN

ELECTRICAL

ELEVATION

EQUAL(LY)

EQUIPMENT

ELECTRICAL WATER COOLER

EXPOSED

EXPANSION JOINT

EXISTING

FLOOR DRAIN

FIRE EXTINGUISHER

FACTORY FINISH

FINISH FLOOR ELEVATION

FIBERGLASS

FINISH(ED)

FLASHING

FLOOR(ING)

FILLER

FRAME

FIBERGLASS REINFORCED PLASTIC

FRAME OPENING

FIELD VERIFY

FIXED

GAGE, GAUGE

GALVANIZED

GLASS

GB

GRT

GYP

GWB

HARD

HD

HDWD

HDWR

HGR

HGT

HM

HOR

HP

HR

IN

INST

INSUL

JC

JT

JT FLR

L

LAB

LAD

LAM

LAV

LG

LINO

LKR

LNTL

LP

LT

LVT

MAS

MATL

MAX

MEMB

MFR

MIN

MISC

MO

MR

MRAT

MTD

MTG

MTL

NIC

NOM

NTS

OC

OH

OPNG

OPP HD

ORD

OSB

OV

OVHD

PERIM

PL

PL

PLAS

PLK

PLYWD

PM

PR

PRD

PRCST

PREFAB

PT

PRMLD

PSF

PTD

QT

QTB

R R+S

RB

RD

RECT

GLASS BLOCK

GRATING

GYPSUM

GYPSUM WALL BOARD

HARDENER

HEAVY DUTY

HARDWOOD

HARDWARE

HANGER

HEIGHT

HOLLOW METAL

HORIZONTAL

HIGH POINT

HANDRAIL

INCH

INSTRUMENTATION

ISULATION

JANITOR'S CLOSET

JOINT

JOINT FILLER

LINE OF STRUCTURAL ANGLE DESIGNATION

LABORATORY

LADDER

LAMINIATED

LAVATORY

LAMINATED GLASS

LINOLEUM

LOCKER

LINTEL

LOW POINT

LIGHT(S)

LUXURY VINYL TILE

MASONRY

MATERIAL

MAXIMUM

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOISTURE RESISTANT ACOUSTICAL TILE

MOUNTED

MOUNTING

METAL

NOT IN CONTRACT

MONINAL

NOT TO SCALE

ON CENTER

OVERHANG

OPENING

OPPOSITE HAND

OVERFLOW ROOF DRAIN

ORIENTED STRAND BOARD

OVER

OVERHEAD

PERIMETER

PLATE

PROPERTY LINE

PLASTER

PLANK

PLYWOOD

PRESSED METAL

PAIR

PROMENADE ROOF DRAIN

PRECAST

PRE-FABRICATED

PREASSURE TREATED

PREMOLDED

POUNDS PER SQUARE FOOT

PAINTED

QUARRY TILE

QUARRY TILE BASE

RISER(S)

BACKER ROD & SEALANT

RUBBER BASE

ROOF DRAIN

RECEPTACLE

REF

REINF

REQ'D

REV

RF

RFG

RGH

RJ

RL

RLG

RM

RO

RT

RWL

S

SAT

SB

SCHD

SCRN

SECT

SF

SGFT

SHT

SIM

SK

SL

SLNT

SPEC

SST

STD

STL

STOR

STRU

STWY

SUPT

SUSP

T

TBM

T&G

TEMP

TEMP

TEMP

TER

TERB

THK

THR

TKBD

TOB

TOC

TOIL

TOM

TOPG

TOS

TS

TSL

TWF

TYP

UC

UON

UR

VR

VCT

VERT

VEST

VTR

W W/ W/A W/O

WC

WD

WDW

WF

WPG

WT

WWF

ROOF EXHAUST FAN

REINFORCE (D, ING)

REQUIRED

REVISED

ROOF FAN

ROOFING

ROUGH

REVEAL/RUSTICATION JOINT

RAIN LEADER

RAILING

ROOM

ROUGH OPENING

RUBBER TILE

RAIN WATER LEADER

STEEL S-SHAPED DESIGNATION

SUSPENDED ACOUSTICAL TILE

SEAMLESS BASE

SCHEDULE

SCREEN(ED, ING)

SECTION

SEAMLESS FLOORING

STRUCTURAL GLAZED FACING TILE

SHEET

SIMILAR

SINK

SLOPE

SEALANT

SPECIFICATION, SPECIFIED

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURE(S, URAL)

STAIRWAY

SUPERINTENDENT

SUSPENDED

TREAD(S)

TRAFFIC BEARING MEMBRANE

TONGUE AND GROOVE

TEMPERATURE

TEMPERED

TEMPORARY

TERRAZZO

TERRAZZO BASE

THICK(NESS)

THRESHOLD

TACKBOARD

TOP OF BRICK

TOP OF CONCRETE

TOILET

TOP OF MASONRY

TOPPING

TOP OF STEEL

STRUCTURAL TUBING (STEEL UNLESS

NOTED)

TOP OF SLAB

THROUGH WALL FLASHING

TYPICAL

UNDERCUT

UNLESS OTHERWISE NOTED

URINAL

VAPOR RETARDER

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VENT THRU ROOF

WITH

WITH

WHERE APPLICABLE

WITHOUT

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WATERPROOFING

STEEL TEE-SHAPE DESIGNATION

WELDED WIRE FABRIC

HEIGHT OF INTERIOR STUD AND CMU PARTITIONS ARE FROM FLOOR TO THE UNDERSIDE OF

DECK UNLESS OTHERWISE NOTED. PROVIDE DEFLECTION HEADS AT TOP OF WALL (TYPICAL).

NOT ALL EQUIPMENT IS SHOWN FOR CLARITY. REFER TO THE APPROPRIATE DISCIPLINE

SHEETS FOR SPECIFIC EQUIPMENT LAYOUT AND OTHER REQUIREMENTS

SEE STRUCTURAL SHEETS FOR SIZE AND LOCATION OF CONCRETE PADS, TRENCHES, ETC.

SEE STRUCTURAL SHEETS FOR CONCRETE AND MASONRY REINFORCEMENT

PATCH AND REPAIR ANY MATERIALS OR SURFACES DAMAGED DURING THE CONSTRUCTION

PROCESS TO MATCH THE EXISTING ADJACENT SURFACES.

DO NOT SCALE FROM THE DRAWINGS

NOTIFY CONTRACTING OFFICER IF CONSTRUCTION DOCUMENTS DIFFER FROM ACTUAL FIELD

CONDITIONS PRIOR TO FABRICATION OR NEW CONSTRUCTION

THIS DRAWING CONTAINS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS

SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS.

1.

2.

3.

4.

5.

6.

7.

8.

DASHED ON CONSTRUCTION PLAN/SHEETS -

HIDDEN ELEMENTS BEYOND, ABOVE OR

BELOW

CONTINUOUS - NEW CONSTRUCTION

(UNLESS OTHERWISE NOTED)

CONCRETE MASONRY UNIT (CMU)

BRICK

EARTH

PRECAST CONCRETE

CAST-IN-PLACE CONCRETE

WOOD BLOCKING

WOOD FINISH

PLYWOOD

RIGID INSULATION

STEEL

ALUMINUM

STUCCO / GROUT

CAULK

GRAVEL

BLANKET INSULATION

A B

4"

MO

3'-4"1'-4"

R O

5'-0"

MO

5'-4"

COLUMN CENTERLINES

NOTE: WALL THICKNESS, MO'S

AND RO'S ARE NOMINAL

5" 4'-4 7/8"

RO

3'-4"

TYPICAL DOOR LOCATION

FOR STUD FRAMED WALLS

MO

3'-4"8"

TYPICAL DOOR LOCATION

FOR CMU WALLS

4"

TYPICAL

OFFSET FROM

FACE OF STUD

(UON)

TYPICAL OFFSET

FROM NOM FACE

OF CMU WALL

(UON)

8"

8"7 5/8"

GYP BD GYP BD

EQ EQ

VARIES, SEE

PARTITION TYPES

DIMENSION

GIVEN TO

CENTERLINE OF

WALL (UON)

ACTUAL

DIMENSION AS

BUILT

NOMINAL

DIMENSION GIVEN

ON PLAN

SEE SCHEDULES

MO/RO

NOMINAL MO ON PLAN +3/8"

ACTUAL AS BUILT

MO/RO =

MASONRY (TYP) METAL STUD (TYP)

WINDOW OR LOUVER

OPENING IN PLAN

D*-202A

DOOR

DESIGNATIO

N

BUILDING

DESIGNATIO

N

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL

DOOR

001 SUB BASEMENT

01 BASEMENT

101 FIRST FL

201 SECOND FL

L*-202A

LOUVER

DESIGNATION

BUILDING

DESIGNATIO

N

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL

LOUVER

W*-202A

WINDOW

DESIGNATION

BUILDING

DESIGNATION

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL WINDOW

USUALLY LABELD IN PLAN VIEW; HOWEVER, OPENINGS NOT SHOWN IN PLAN ARE LABELED ON ELEVATIONS

A-2

A

COLUMN TAG AND &

CENTER LINE

TSL

501'-8"

FFE

501'-8"

SPOT ELEVATION

ELEVATION CALLOUT

LEVEL NAME

ELEVATION

PARTITION TYPE

SUFFIX A,B,C, ETC. W/A

SEE NOTE ON TYPE

DESCRIPTION

SUFFIX 1,2,3,4 IS FIRE

RESISTANCE RATING W/A NOTE: SEE WALL SECTIONS FOR

ADDITIONAL REQUIREMENTS

A-2

A-2

A-1

A-101

ROOM NAME

ROOM TAG

BUILDING DESIGNATION

(IF APPLICABLE)

ROOM NUMBER

001 SUB BASEMENT

01 BASEMENT

101 GROUND FL

201 SECOND FL

INTERIOR ELEVATION

SHEET NO.

ELEVATION NO.

A-2

BUILDING SECTION

INDICATOR

WALL SECTION

INDICATOR

DETAIL INDICATOR

IF SECTION OR DETAIL IS DRAWN ON THE

SAME SHEET THAT IT IS TAKEN FROM, THE

SHEET NUMBER IS A HYPHEN. IF THE

SECTION IS REFERENCED ON MULTIPLE

SHEETS, THE SHEET NUMBER SHOWN

INDICATES THE FIRST SHEE THE SECTION

IS TAKEN FROM.

FIRE EXTINGUISHER

FE-X

FE-1 SEMI-RECESSED

FE-2 WALL MOUNTED

FE-3 CARBON DIOXIDE

(WALL

MOUNTED)

1 KEYNOTE CALLOUT

KEYNOTE DESIGNATION,

CORRESPONDS TO KEY

ON EACH SHEET

GENERAL NOTES:

1. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL TOILET ACCESSORIES.

2. WALL MOUNTED ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH REACH LIMITS APPLICABLE TO INSTALLATION

LOCATION:

- MAXIMUM UNOBSTRUCTED FORWARD OR SIDE REACH IS 48".

- MAXIMUM OBSTRUCTED FORWARD REACH IS 44".

- MAXIMUM OBSTRUCTED SIDE REACH IS 46".

TOILET PAPER DISPENSER

16" - 18"

12" MIN

36" MIN

7" - 9"

M A

X

24" MIN

M A

X

12" MAX

42" MIN

FINISH FLOOR

M A

X 17"

TRANSFER TYPE SHOWER COMPARTMENT

SHOWER SEAT

SEAT COVER DISPENSER PAPER TOWEL DISPENSER

(2)

M A

X

MIRROR ABOVE LAVATORY SOAP DISPENSER (2)

M A

X

54" MIN

M

IN

M A

X

M A

X

M A

X

M A

X

WALL MOUNTED HOOKS (2)

2 1/2" MAX

15" - 16"

22" - 23"

/2

M A

X

M A

X

M

IN

M A

X

15" MAX

M

IN

18"

CONTROL AREA

DOUBLE TIER LOCKERS

18"

CONCRETE CURB

SLOPED TOP

S P

O U

T O

U T

L E

T

M A

X

S P

O U

T O

U T

L E

T

DRINKING FOUNTAIN

FINISH FLOOR

WATER CLOSET LAVATORY

FIRE EXTINGUISHER/CABINET

CABINET W/A

M A

X

M

IN

9"

ABBREVIATIONS

GENERAL NOTES

LINE TYPESMATERIAL SYMBOLS DIMENSIONING SYSTEM

OPENINGS

SYMBOLS

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

As indicated4 /2

/2

:3 :2

P

M

RENOVATE FACILITY FOR AFE BUILDING 411M PAPPAS

A SCHAAF

K WILLIAMS

A-1

ARCHITECTURAL COVER SHEET,

ABBREVIATIONS, GENERAL NOTES

BARRIER-FREE FIXTURE MOUNTING HEIGHTS

UP

A B C D E F

323 SF

NVG HELMET

STORAGE

314 SF

EXISTING

MECHANICAL

228 SF

BREAK

ROOM

1128 SF

PARACHUTE ROOM423 SF

OFFICE

143 SF

MANAGER

6669 SF

HIGH BAY

S-1

556 SF

CLASSROOM

TRAINING

97 SF

DATA

356 SF

CHEM WARFARE

TESTING

632 SF

SEWING

FABRICATION

279 SF

OXYGEN

TESTING

230 SF

NVG TESTING

209 SF

MENS

21 SF

JANITORS

4.9

F1

89 SF

SKL ROOM

BUILDING AREA

Building Common Area

Office Area

Store Area

168 SF

WOMENS

84'-10" 76'-6"

'-8

45'-6"

KEY DETERMINATIONS: CODE REFERENCE:

OCCUPANCY CLASSIFICATION:

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATIONS

1. S-1 STORAGE GROUP..................................................................SECTION 311.2

MODERATE HAZARD STORAGE

ALLOWABLE HEIGHT AND BUILDING AREA:

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

1. TABLE 504.3 - HEIGHTS............................................................................HEIGHT (75'-0”)

2. TABLE 504.4 - STORIES ABOVE GRADE.........................................................3 STORIES

3. TABLE 506.2 - ALLOWABLE AREA....................................................................70,000 SF

CONSTRUCTION TYPE:

CHAPTER 6 - TYPES OF CONSTRUCTION

1. TYPE II-B - NON-COMBUSTIBLE..........................................................................SECTION 601

FIRE-RESISTANCE RATING REQUIREMENTS:

RATINGS FOR BUILDING ELEMENTS...................................................TABLE 601

BUILDING ELEMENT TYPE V-B

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOURS

INTERIOR 0 HOUR

NONBEARING WALLS EXTERIOR 0 HOURS

NONBEARING WALLS INTERIOR 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

KEY DETERMINATIONS: CODE REFERENCE:

FINISH CLASSIFICATION:

CHAPTER 8 - INTERIOR FINISHES.......................................................................TABLE 803.11

1. GROUP S-1 (SPRINKLERED):

EXIT ENCLOSURE AND EXIT PASSAGEWAYS CLASS C

CORRIDORS CLASS C

ROOMS AND ENCLOSED SPACES CLASS C

FIRE SUPPRESSION:

CHAPTER 9 - FIRE PROTECTION SYSTEMS

1. 903.2.9.1 GROUP S-1: REQUIRED (FIRE AREA > 12,000 SF)

2. ACTUAL: NOT REQUIRED

CHAPTER 10 - MEANS OF EGRESS

OCCUPANT LOAD:...........................................................................................................SECTION 1004

1. FIRST FLOOR = 11,972 SF / 500 = 24 OCCUPANTS ......................................TABLE 1004.2.1

2. MEZZANINE = 3,531 SF / 500 = 7 OCCUPANTS..............................................TABLE 1004.2.1

EGRESS WIDTH:................................................................................................................SECTION 1005

STAIRWAYS = OCCUPANTS X 0.3 INCHES

OTHER EGRESS COMPONENTS = OCCUPANTS X 0.2 INCHES

1. FIRST FLOOR = 24 OCC. X 0.2 = .48” (MIN. 44”)

ACTUAL = 128”

2. MEZZANINE = 7 OCC. X 0.2 = .14” (MIN. 44”)

ACTUAL = 88”

STAIRWAYS: ..................................................................................................................SECTION 1009.3

1. REQUIRED WIDTH = 44 INCHES.....................................................................SECTION 1009.3

ACTUAL = 44 INCHES

EXIT AND EXIT ACCESS DOORWAYS:..........................................................................SECTION 1010.1

1. FIRST FLOOR = MINIMUM TWO EXITS REQUIRED...........................................SECTION 1015

ACTUAL = FOUR

2. MEZZANINE = SPACES WITH ONE EXIT (< 49 OCCUPANTS)..........................SECTION 1015

ACTUAL = TWO

EXIT ACCESS TRAVEL DISTANCE:..................................................................................SECTION 1017

1. GROUP S-1 TRAVEL DISTANCE = 250 FEET.......................................................TABLE 1017.2

CORRIDORS:

1. FIRE RESISTANCE RATING (WITH SPRINKLERS) = 0 HOURS...........................TABLE 1020.1

NUMBER OF EXITS AND CONTINUITY:

1. MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (1-500)=2......................TABLE 1020.1

A. PLANNING AND ZONING: N/A

B. BUILDING CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION

C. EXISTING BUILDING CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION

D. MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE, 2015 EDITION

E. PLUMBING CODE: INTERNATIONAL PLUMBING CODE, 2015 EDITION

ALLEGHENY COUNTY PLUMBING CODE

F. ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC), NFPA 70 2017 EDITION

G. FIRE CODE: INTERNATIONAL FIRE CODE, 2015 EDITION

H. ENERGY CODE: INTERNATIONAL ENERGY CONSERVATION CODE, 2015 EDITION

I. ACCESSIBILITY CODE: ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

ICC / ANSI A117.1, 2003 EDITION

ADAAG, AMERICAN'S WITH DISABILITIES ACT (ADA)

FEDERAL REGISTER ACCESSIBILITY GUIDELINES

J. OTHER STANDARDS: AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM)

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND

AIR-CONDITIONING ENGINEERS (ASHRAE)

NATIONAL FIRE PROTECTION AGENCY (NFPA)

UNDERWRITERS LABORATORIES (UL)

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA)

UNIFIED FACILITIES CRITERIA (UFC)

AND OTHER AGENCY STANDARDS AS REFERENCED BY THE IBC

EXIT DISCHARGE

POINT OF EXIT

OCCUPANCY USE GROUPS-1

A B C D E F

4.9

F1

3790 SF

MEZZANINE

96'-6"89'-4"

99'-8"

BUILDING AREA

Store Area

HIGH BAY

A-100

(BELOW)

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

As indicated4 /2

/2

:3 :2

P

M

RENOVATE FACILITY FOR AFE BUILDING 411M PAPPAS

A SCHAAF

K WILLIAMS

A-2

CODE PLANS FIRST FLOOR AND MEZZANINE

1/8" = 1'-0"

LIFE SAFETY PLAN FIRST FLOOR

BUILDING CODE SUMMARYCODE LEGEND

N

N

1/8" = 1'-0"

LIFE SAFETY PLAN - MEZZANINE

A-9

A-9

A-9

A-9

A B C D E F

A-10

A-10

A-10

SEWING

FABRICATION

A-109

BREAK ROOM

A-107

OXYGEN TESTING

A-108

EXISTING

MECHANICAL

E-106

MEN'S

A-104

WOMEN'S

A-102

PARACHUTE

ROOM

A-114

MANAGER

A-116

NVG HELMET

STORAGE

A-101

VESTIBULE 'A'

A-102A

JANITORS

A-103

VESTIBULE 'B'

A-104A

NVG TESTING

A-105

OFFICE

A-115

CHEM WARFARE

TESTING

A-113

HIGH BAY

A-100

4.9

F1

EXISTING CEILING

TO REMAIN

EXISTING CEILING

TO REMAIN

EXISTING CEILING

TO REMAIN

9'-0" AFF9'-0" AFF

9'-0" AFF

9'-0" AFF

EXISTING CEILING

TO REMAIN

EXISTING CEILING

TO REMAIN

8'-0" AFF

8'-0" AFF

9'-0" AFF 8'-0" AFF9'-0" AFF

EXPOSED

19'-7" 30'-0" 30'-0" 30'-0" 21'-4"

130'-11" 8"

A-12

A-12

DATA

A-111

CLASSROOM

TRAINING

A-112

SKL ROOM

A-110

9'-0"

EXPOSED STRUCTURAL

STEEL AND METAL

DECKING ABOVE (PAINT)

8'-0" AFF

DUCTWORK

(SEE HVAC DRAWINGS)

NEW GWB CEILING

(MATCH EXISTING

CEILING HEIGHT)

EXPOSED STRUCTURAL

STEEL AND METAL

DECKING ABOVE

CABLE TRAY

SEE ELECTRICAL DRAWINGS

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018 43

GTP 210-168

503 Martindale Street, Suite 400

Pittsburgh, PA 15212-5722

Tel: (412) 201-5500

3/16" = 1'-0"

RENOVATE FACILITY FOR AFE BUILDING 411

Designer

Author

Checker

A-6

NEW WORK REFLECTED CEILING PLAN

3/16" = 1'-0"

FIRST FLOOR REFLECTED CEILINGPLAN

N

ORIGINALS SIGNED 07-MAY-2018

ORIGINALS SIGNED 07-MAY-2018

ORIGINALS SIGNED 03-MAY-2018

ORIGINALS SIGNED 07-MAY-2018

ORIGINALS SIGNED 04-MAY-2018

ORIGINALS SIGNED 08-MAY-2018

ORIGINALS SIGNED 01-MAY-2018

ORIGINALS SIGNED 07-MAY-2018

ORIGINALS SIGNED 01-MAY-2018

ORIGINALS SIGNED

03-MAY-2018

ORIGINALS SIGNED

08-MAY-2018

1 13 SEP 18 ADDED CABLE TRAY NOTE RMB

A-94

A-9

A-9

A-9

A B C D E F

A-10

A-10

A-10

4.9

F1

19'-7" 30'-0" 30'-0" 30'-0" 21'-4"

/8

/2

/8

130'-11" 8"

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

/4

/2

/2

/4

/4

/4

INSTALL NEW GUTTER TO MATCH EXISTING

APPROX. 134'-0" - REMOVE GUTTER ALONG ROOF EAVE AND

INSTALL NEW GUTTER TO MATCH EXISTING

APPROX. 134'-0" - REMOVE GUTTER ALONG ROOF EAVE AND

INSTALL NEW GUTTER TO MATCH EXISTING

APPROX. 112'-0" - REMOVE GUTTER ALONG ROOF EAVE AND

DS DS DS

REMOVE EXTERIOR

DOWNSPOUTS, PROVIDE

INSTALL NEW DOWNSPOUTS

TO MATCH EXISTING

(TYPICAL OF 3)

F

A-14

TYP

F

A-14

TYP

F

A-14

TYP

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

3/16" = 1'-0"4 /2

/2

:3 :3

P

M

RENOVATE FACILITY FOR AFE BUILDING 411Designer

Author

Checker

A-8

NEW WORK ROOF PLAN

_ 3/16" = 1'-0"

1 ROOF PLAN

N

FIRST FLOOR

0' - 0"

LOW ROOF LP

14' - 10"

HIGH ROOF LP

25' - 10"

A-10

A-10

25'-0 1/8" 20'-0" 25'-0" 20'-3 1/2"

MEZZANINE

12' - 0"2

4.9 2

1'-3"

EXISTING FACE

BRICK TO REMAIN

EXISTING METAL

PANEL TO REMAIN

EXISTING GRADE

EXISTING ROOF

TO REMAIN

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER

TO MATCH EXISTING

MECHANICAL EQPM,

INSTALL ON EXISTING

SIDEWALK, SEE HVAC

DRAWNGS

NEW BUILDING

IDENTIFICATION

SIGNAGE

ACCU-2, SEE HVAC DRAWNGS,

PROVIDE NEW 4'-0"x6'-0"x6"

CONC PAD W/ 6" GRAVEL BASE

(MATCH WIDTH OF EXISTING

SIDEWALK)

EXISTING EXHAUST

FAN(S) TO REMAIN, TYP

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER TO

MATCH EXISTING. PROVIDE NEW

DOWNSPOUTS TO MATCH EXISTING

REMOVE GUTTER

ALONG ROOF EAVE AND

INSTALL NEW GUTTER

TO MATCH EXISTING

FIRST FLOOR

0' - 0"

LOW ROOF LP

14' - 10"

HIGH ROOF LP

25' - 10"

ABCDEF

A-10

8" 21'-4" 30'-0" 30'-0" 30'-0" 19'-7"

F1

PAINT ALL EXISTING

EXTERIOR DOORS

AND FRAMES, TYP

EXISTING FACE

BRICK TO REMAIN

EXISTING METAL

PANEL TO REMAIN

EXISTING GRADE

EXISTING ROOF

TO REMAIN

EXISTING

TRANSLUCENT PANELS

TO REMAIN

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER TO

MATCH EXISTING. PROVIDE NEW

DOWNSPOUTS TO MATCH EXISTING

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER

TO MATCH EXISTING

MECHANICAL UNIT, SEE

HVAC DRAWNGS, INSTALL

ON EXISTING SIDEWALK

DS DS DS

EXISTING GAS

SERVICE

FIRST FLOOR

0' - 0"

HIGH ROOF LP

25' - 10"

A B C D E F

A-10

MEZZANINE

12' - 0"2

19'-7" 30'-0" 30'-0" 30'-0" 21'-4" 8"

F1

PAINT ALL EXISTING

EXTERIOR DOORS

AND FRAMES, TYP

EXISTING FACE

BRICK TO REMAIN

EXISTING ROOF

TO REMAIN

EXISTING GRADE

EXISTING METAL

PANEL TO REMAIN

NEW LOUVER TO REPLACE

EXISTING LOUVER

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER

TO MATCH EXISTING

ACCU-2, SEE HVAC DRAWNGS,

PROVIDE NEW 4'-0"x6'-0"x6" CONC

PAD W/ 6" GRAVEL BASE (MATCH

WIDTH OF EXISTING SIDEWALK)

EXISTING EXHAUST

FAN(S) TO REMAIN, TYP

FIRST FLOOR

0' - 0"

FIRST FLOOR

0' - 0"

LOW ROOF LP

14' - 10"

HIGH ROOF LP

25' - 10"

HIGH ROOF LP

25' - 10"

1 3 4 5

A-10

A-10

MEZZANINE

12' - 0"

20'-3 1/2" 25'-0" 20'-0" 25'-0 1/8"

4.92

PAINT ALL EXISTING

EXTERIOR DOORS

AND FRAMES, TYP

EXISTING FACE

BRICK TO REMAIN

EXISTING METAL

PANEL TO REMAIN

EXISTING GRADE

EXISTING ROOF

TO REMAIN

1'-3"

BRICK AND CMU INFILL

TO MATCH EXISTING

EXISTING OVERHEAD

DOOR ASSEMBLY TO

REMAIN (TYPICAL UON)

BLAST RESISTANT

ALUMINUM GLAZING

SYSTEM W/ CAST

STONE SILLS

M O

NEW BUILDING

IDENTIFICATION

SIGNAGE

W1W1

ACCU-2, SEE HVAC DRAWNGS,

PROVIDE NEW 4'-0"x6'-0"x6"

CONC PAD W/ 6" GRAVEL

BASE (MATCH WIDTH OF

EXISTING SIDEWALK)

EXISTING EXHAUST

FAN(S) TO REMAIN, TYP

REMOVE GUTTER ALONG

ROOF EAVE AND INSTALL NEW

GUTTER TO MATCH EXISTING

REMOVE GUTTER ALONG ROOF

EAVE AND INSTALL NEW GUTTER TO

MATCH EXISTING. PROVIDE NEW

DOWNSPOUTS TO MATCH EXISTING

REMOVE GUTTER

ALONG ROOF EAVE AND

INSTALL NEW GUTTER

TO MATCH EXISTING

6" HELVETICA MEDIUM -

BUILDING NUMBER

(BOTH SIDES)

3" HELVETICA REGULAR -

BUILDING NAME

(BOTH SIDES)

3" 3'-0" 3"

3" HELVETICA REGULAR -

BUILDING ADDRESS

(BOTH SIDES)

/4

D

IV

B

A R

/2

/2

D

IV

B

A R

/2

/4

3'-6"

1 3/8"

TYP

1"

/8

/4

/4

EXISTING POST AND FRAME

TO REMAIN - REMOVE

EXISTING SIGNAGE PANELS

AND REPLACE W/ NEW

L1

3'-2".

F V*

TYP

2" FRAME

STORM RESISTANT

LOUVER W/ BIRD AND

INSECT SCREEN

FIN. FLOOR MEZZ

STORM RESISTANT

LOUVER

W1

4'-0"

TYP

2" FRAME

1" INSULATED,

TINTED GLAZING

UNIT IN ALUMINUM

WINDOW SYSTEM

FIN. FLOOR

ALUMINUM BLAST

RESISTANT WINDOW

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

As indicated4 /2

/2

:3 :3

P

M

RENOVATE FACILITY FOR AFE BUILDING 411Designer

Author

Checker

A-9

EXTERIOR ELEVATIONS

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

4 EAST ELEVATION

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

1 NORTH ELEVATION

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

3 SOUTH ELEVATION

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

2 WEST ELEVATION

DETAIL

1" = 1'-0"

A

SIGN ELEVATION

LOUVER TYPESWINDOW TYPES

FIRST FLOOR

0' - 0"

LOW ROOF LP

14' - 10"

HIGH ROOF LP

25' - 10"

HIGH ROOF LP

25' - 10"

1 3 4 51

A-10

MANAGER

A-116

NVG HELMET

STORAGE

A-101

STORAGE

A-200

A-10

20'-3 1/2" 25'-0" 20'-0" 25'-0 1/8"

MEZZANINE

12' - 0"

4.92

1'-3"

2'x2' ACT (TYPICAL)

DRYWALL PARTITION

AS SCHEDULED, TYP

EXISTING FOUNDATION

DOOR ASSEMBLY

(BEYOND)

EXISTING ROOF

ASSERMBLY

LIGHT FIXTURE (TYPICAL)

42" HIGH ALUMINUM GUARDRIAL

WITH 4" HIGH KICKPLATE AROUND

PERIMETER OF MEZZANINE

OPEN GRATE

METAL STAIRS

HIGH BAY

A-100

OFFICE

A-115

WRAP HANDRAIL FOR

HEAD PROTECTION

TO 6'-8" CLEARANCE

BELOW STAIR

ACCU-2, SEE HVAC DRAWNGS,

PROVIDE NEW 4'-0"x6'-0"x6"

CONC PAD W/ 6" GRAVEL BASE

(MATCH WIDTH OF EXISTING

SIDEWALK)

FIRST FLOOR

0' - 0"

HIGH ROOF LP

25' - 10"

A B C D E F

A-10

MANAGER

A-116

PARACHUTE

ROOM

A-114

STORAGE

A-200

CHEM WARFARE

TESTING

A-113

OFFICE

A-115

MEZZANINE

12' - 0"

19'-7" 30'-0" 30'-0" 30'-0" 21'-4" 8"

F1

42" HIGH ALUMINUM GUARDRIAL

WITH 4" HIGH KICKPLATE AREOUND

PERIMETER OF MEZZANINE

EXISTING TRANSLUCENT

PANELS (BEYOND)

2'x2' ACT

(TYPICAL)

DRYWALL PARTITION

AS SCHEDULED, TYP

EXISTING

FOUNDATION

DOOR ASSEMBLY

BEYOND (TYP)

EXISTING ROOF

ASSERMBLY

LIGHT FIXTURE (TYPICAL)

BRICK AND METAL

STUD INFILL (BRICK TO

MATCH EXISTING)

A-10

RELOCATED PARACHUTE

TABLES (TYP)

LIGHT FIXTURE (TYPICAL)

PAINT EXPOSED

STRUCTURAL STEEL AND

METAL DECKING ABOVE

OPEN GRATE STAIRS

(BEYOND)RELOCATED

FURNITURE (TYP)

WRAP HANDRAIL FOR

HEAD PROTECTION

TO 6'-8" CLEARANCE

BELOW STAIR

FIRST FLOOR

0' - 0"

LOW ROOF LP

14' - 10"

A B C D E

A-10

19'-7" 30'-0" 30'-0" 30'-0"

NVG HELMET

STORAGE

A-101

WOMEN'S

A-102

MEN'S

A-104

EXISTING

MECHANICAL

E-106

OXYGEN TESTING

A-108

BREAK ROOM

A-107 SEWING

FABRICATION

A-109

NVG TESTING

A-105 1

2'x2' ACT (TYPICAL)

DRYWALL PARTITION

AS SCHEDULED, TYPDOOR ASSEMBLY (BEYOND)

EXISTING ROOF

ASSERMBLY

EXISTING FACE

BRICK (TYPICAL)

EXISTING

CEILING TO

REMAIN

LIGHT FIXTURE (TYPICAL)

LIGHT FIXTURE (TYPICAL)

RELOCATED

FURNITURE (TYP)

RELOCATED

FURNITURE (TYP)

NEW

CASEWORK

NEW

COUNTER-TOP

FIRST FLOOR

0' - 0"

A

MEZZANINE

12' - 0"

EXISTING SOFFIT TO

BE PROTECTED

DURING

CONSTRUCTION

5/8" GLASS MAT

SHEATHING

ALUMINUM WINDOW

AND FRAME ASSEMBLY

A-14

A

A-14

C

EXISTING FOUNDATION

AND FOOTING

NEW 6" CMU BRICK

LEDGE FROM TOP OF

EXISTING FOOTING,

EQUAL TO EXISTING

DOOR OPENING WIDTH

THRU-WALL

FLASHING

FACE BRICK TO

MATCH EXISTING

RIGID INSULATION

(R-7.5 MIN.)

6" METAL STUD AT 16"

O.C. W/ R-13 FIBERGLASS

INSULATION

AIR SPACE

WEEP VENT

AT 16" O.C.

ADJUSTABLE MASONRY

WALL TIE AT 16" O.C.

2-1/2" METAL

STUD AT 16" O.C.

5/8" GWB (PAINT)

A-14

H

EXISTING FLOOR SLAB

(FINISH AS SCHEDULED)

6" METAL STUD AT 16"

O.C. W/ R-13 FIBERGLASS

INSULATION

THRU-WALL

FLASHING

WEEP VENT

AT 16" O.C.

5/8" GWB W/ PERIMETER

"J" TRIM AT WALL INFILL

LOCATION ABOVE

MEZZANINE (PAINT)

CONTROL JOINT

AT HEAD OF WALL

INFILL

CAST

STONE SILL

RUBBER BASE

RUBBER BASE

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

As indicated4 /2

/2

:3 :4

P

M

RENOVATE FACILITY FOR AFE BUILDING 411Designer

Author

Checker

A-10

BUILDING SECTIONS

3/16" = 1'-0"A-4

3 BUILDING SECTION

3/16" = 1'-0"A-4

1 BUILDING SECTION

3/16" = 1'-0"A-4

2 BUILDING SECTION

_ 3/4" = 1'-0"

4 WALL SECTION

20'-3 1/2"

LIGHT FIXTURE, SEE

ELECTRICAL DRAWINGS

PLAM BASE

CABINET, PL-1

PLAM WALL

CABINET, PL-1

SOLID SURFACE

COUNTERTOP, SS-1

SOLID SURFACE

BACKSPLASH, SS-1

ADA COMPLIANT SINK, SEE

PLUMBING DRAWING

EXISTING MASONRY

WALL TO REMAIN

EXISTING DOOR

ASSEMBLY (PAINT)

SUSPENDED CEILING

AND TRACK SYSTEM W/

2x2 CEILING TILE

13'-6" 5'-9 1/2"

A-11

TYP

A-11

TYP

3'-0" 2'-6" 3'-6" 1'-6" 3'-0"

3'-0" 2'-6" 3'-6" 1'-6" 3'-0"

/4

/4

/2

3"

2'-0"

1'-1"

1 1/2"

SHELF SUPPORTS,

5MM DIA. WITH METAL

PINS AT 1"

INCREMENTS, TYP

ADJUSTABLE PLAM SHELF

3/4" MEDIUM DENSITY

FIBERBOARD WITH PLAM

ON ALL EXPOSED

EXTERIOR SURFACES, TYP

PLAM BASE CABINET, PL-1, W/ 170

DEGREE SELF-CLOSING HINGE (MIN. 2

PER DOOR) W/ WIRE PULL HANDLE, TYP

PLAM, PL-1, SELF-CLOSING DRAWER

W/ WIRE PULL HANDLE, TYP

TOE-KICK AND 4"

HIGH RUBBER

BASE

FLOOR FINISH AS SCHEDULED

1'-11 1/4"

3/4"

3/4" SOLID SURFACE

COUNTERTOP W/ 1-1/2"

BULLNOSE, SS-1

3/4"x4" SOLID SURFACE

BACKSPLASH, SS-1

/2

PLAM WALL CABINET, PL-1, W/ 170

DEGREE SELF-CLOSING HINGE (MIN. 2

PER DOOR) W/ WIRE PULL HANDLE, TYP

SHELF SUPPORTS, 5MM

DIA. WITH METAL PINS AT

1" INCREMENTS, TYP

ADJUSTABLE PLAM SHELF

PLAM TRIM, PL-1

SUSPENDED ACOUSTICAL

CEILING TILE SYSTEM

EXISTING CMU

PARTITION

WALL PARTITION

AS SCHEDULED

/4

/4

/2

3"

2'-0"

1'-1"

3/4" MEDIUM DENSITY FIBERBOARD

WITH PLAM ON ALL EXPOSED

EXTERIOR SURFACES, TYP

PLAM BASE CABINET, PL-1, W/ 170

DEGREE SELF-CLOSING HINGE (MIN. 2

PER DOOR) W/ WIRE PULL HANDLE, TYP

PLAM, PL-1, FALSE DRAWER

PANEL, NO HANDLE

TOE-KICK AND 4"

HIGH RUBBER

BASE

FLOOR FINISH AS SCHEDULED

1'-11 1/4"

3/4" SOLID SURFACE

COUNTERTOP W/ 1-1/2"

BULLNOSE, SS-1

3/4"x4" SOLID SURFACE

BACKSPLASH, SS-1

PLAM WALL CABINET, PL-1, W/ 170

DEGREE SELF-CLOSING HINGE (MIN. 2

PER DOOR) W/ WIRE PULL HANDLE, TYP

PLAM TRIM, PL-1

2'x2' SUSPENDED

ACOUSTICAL CEILING

TILE SYSTEM

WALL PARTITION

AS SCHEDULED

EXISTING CMU

PARTITION

STAINLESS STEEL UNDER

COUNTERTOP SINK W/

MOUNTING BRACKETS

/2

WATER SHUT-OFF VALVES

FIRST FLOOR

0' - 0"

1 4

A-11

TYP

A-11

TYP

LIGHT FIXTURE, SEE

ELECTRICAL DRAWINGS

PLAM BASE

CABINET, PL-1

PLAM WALL

CABINET, PL-1

SOLID SURFACE

COUNTERTOP, SS-1

SOLID SURFACE

BACKSPLASH, SS-1

ADA COMPLIANT SINK, SEE

PLUMBING DRAWING

EXISTING MASONRY

WALL(BEYOND)

SUSPENDED CEILING

AND TRACK SYSTEM

W/ 2x2 CEILING TILE

2'-6" 3'-6" 1'-6" 2'-6"

PLUMBING CONTRACTOR TO

PROVIDE WATER SERVICE TO

EACH REFRIDGERATOR

REFRIDGERATOR NIC

DRAWING NO.BASE CIVIL ENG.CHIEF ENG. FLIGHT PLATE

SCALE:DATE:PROJECT NO:CHIEF CE OPERATIONS

USING AGENCY

COMMUNICATIONS

BIO ENVIRONMENTAL

ENVIRONMENTAL ENG.

FIRE

SAFETY

SECURITY

ANTI-TERRORISM

CDM SMITH PROJECT #

CHECK BY:

DRAWN BY:

DESIGN BY:

REV. NO. DATE DESCRIPTION BY

REVIEW

COORDINATION DATE

SHEET OF

ISSUE FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000:

54321 6

B

C

D

E

A

C

D

E

106718-223621

JLSS-16-0014 04/30/2018

GTP 210-168

503 Martindale Street, Suite 400 Pittsburgh, PA 15212-5722 Tel: (412) 201-5500

As indicated4 /2

/2

:3 :4

P

M

RENOVATE FACILITY FOR AFE BUILDING 411Designer

Author

Checker

A-11

CASEWORK ELEVATIONS AND SECTIONS

_ 1/2" = 1'-0"

1 CASEWORK ELEVATION - OXYGEN TESTING A-107

_ 1" = 1'-0"

3 CASEWORK SECTION

_ 1" = 1'-0"

4 CASEWORK SECTION

_ 1/2" = 1'-0"

2 CASEWORK ELEVATION - BREAKROOM A-108