F-1- B129 AGE Shop - IFC Submittal - 06-18-2020.pdf

DRAWING LIST

NO DWG NO SHEET

C-1 NOTES, LEGENDS, AND ABBREVIATIONS2

C-2 PROJECT LAYOUT PLAN3

C-3 EXISTING SITE PLAN4

C-4 DEMOLITION SITE PLAN5

C-5 PROPOSED SITE PLAN6

8 ES-1 EROSION & SEDIMENT CONTROL PLAN

A-112 REFLECTED CEILING PLAN - AREA A

A-210 EXTERIOR ELEVATIONS

A-211 EXTERIOR ELEVATIONS

A-310 BUILDING SECTIONS

A-311 WALL SECTIONS

A-411 TYPICAL CASEWORK SECTIONS

A-111 FLOOR AND ROOF PLANS - AREA A

A-110

A-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

G-001 COVER SHEET

A-610 DETAILS

A-710 SCHEDULES AND DETAILS

P-911 PLUMBING DEMOLITION AND NEW WORK ISOMETRIC - AREA A

E-001 ELECTRICAL LEGEND I

E-002 ELECTRICAL LEGEND II

ED-111

NEW WORK POWER PLANS - AREA A

E-111

NEW WORK LIGHTING PLANS - AREA A

EL-111

NEW WORK SPECIAL SYSTEMS PLAN - AREA A

ES-111

PANELBOARD SCHEDULES AND SINGLE LINE DIAGRAM

EP-701

DEMOLITION PLANS - AREA A

A-410 RESTROOM PLANS ELEVATIONS AND DETAILS

A-002 LIFE SAFETY PLAN AND CODE SUMMARY

M-001

M-111

P-001

P-111

HVAC GENERAL NOTES, ABBREVIATIONS SYMBOLS, DETAILS AND SCHEDULES

HVAC FIRST FLOOR AND MEZZANINE NEW WORK PLAN - AREA A

PLUMBING GENERAL NOTES, ABBREVIATIONS, SYMBOLS, DETAILS, AND SCHEDULES

PLUMBING FIRST FLOOR DEMOLITION AND NEW WORK PLAN AREA A

ES-2 EROSION & SEDIMENT DETAILS

CD-1 CIVIL DETAILS

S-100 FOUNDATION PLAN - AREA A

S-101 FRAMING PLAN - AREA A

S-102 SECTIONS

DEMOLITION PLANS - AREA A

FX101 FIRE SUPPRESSION FLOOR PLAN

A-113 FINISH PLAN AND FURNITURE LAYOUT - AREA A

S-001 GENERAL NOTES

S-103 STANDARD MASONRY WALL DETAILS

A-114 FINISH PLAN AND FURNITURE LAYOUT - AREA A

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

ISSUED 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-17-0011 10/8/2019

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-17-0011

ISSUED FOR CONSTRUCTION

OCTOBER 8, 2019

AREA OF WORK

B129

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

12" = 1'-0"1 /9

/2

:5

:3

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

G-001

COVER SHEET

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

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

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

LOC

LP

LT

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

LIMIT OF CONTRACT

LOW POINT

LIGHT(S)

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

VB

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 BARRIER

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 CIVIL SHEETS FOR SIDEWALK, ROAD PAVING AND FINISH GRADE ELEVATIONS.

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

SUMPS, 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.

ALL JOINTS, VOIDS AND PENETRATIONS THROUGH FIRE-RATED WALL SYSTEMS ARE TO BE

FILLED/SEALED WITH UL APPROVED FIRESAFING/FIRESTOPPING MATERIALS TO ACHIEVE THE

REQUIRED FIRE-RATING (REFER TO CODE DRAWINGS FOR LOCATIONS).

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.

A-2

A

COLUMN TAG AND &

CENTER LINE

TSL

501'-8"

FFE

501'-8"

SPOT ELEVATIONELEVATION 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)

KEYNOTE CALLOUT

KEYNOTE DESIGNATION,

CORRESPONDS TO KEY

ON EACH SHEET (CIRCLE,

SQUARE, OR HEXAGON)

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

CAULK

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

DOOR 12" MIN

TYPICAL DOOR LOCATION

FOR STUD FRAMED WALLS

MO

3' - 4" 12" MIN8" MIN

TYPICAL DOOR LOCATION

FOR CMU WALLS

4" MIN

TYPICAL OFFSET

FROM FACE OF

STUD (UON)

TYPICAL OFFSET

FROM NOM FACE

OF CMU WALL

(UON)

18" MIN

18" MIN

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)

DOOR, WINDOW OR

LOUVER OPENING IN PLAN

D*-202ADOOR (D),

LOUVER (L), OR

WINDOW (W)

DESIGNATION

BUILDING

DESIGNATION

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL DOOR,

LOUVER, OR WINDOW

001 SUB BASEMENT

01 BASEMENT

101 FIRST FLOOR

201 SECOND FLOOR

USUALLY LABELD IN PLAN VIEW; HOWEVER, OPENINGS NOT

SHOWN IN PLAN ARE LABELED ON ELEVATIONS

DASHED ON CONSTRUCTION PLAN/SHEETS -

HIDDEN ELEMENTS BEYOND, ABOVE OR BELOW

CONTINUOUS - NEW CONSTRUCTION

(UNLESS OTHERWISE NOTED)

EXISTING SCREENED - TO REMAIN, UON

EXISTING STRUCTURE, ITEM, OR EQUIPMENT

TO BE REMOVED OR RELOCATED

AREA OF WORK

B129

ABBREVIATIONS

GENERAL NOTES

SYMBOLSMATERIALS

DIMENSIONING SYSTEM

OPENINGS

LINES TYPES

KEY PLAN

N

TRUE

NORTH

PROJECT

NORTH

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :2

P

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A-001

GENERAL NOTES, LEGEND AND

ABBREVIATIONS

ARCHITECTURAL

C

C

C

C J

J

J

J

J

J

J

J

J m m

J J

J J J

J

J

R E

F

DN

R E

F

DN

KEY DETERMINATIONS: CODE REFERENCE:

OCCUPANCY CLASSIFICATION:

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATIONS

B BUSINESS................................................................................SECTION 304.1

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

MODERATE HAZARD STORAGE

ALLOWABLE HEIGHT AND BUILDING AREA:

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

TABLE 504.3 - HEIGHTS.......................................................................HEIGHT (75'-0”) TABLE 504.4 - STORIES ABOVE GRADE............................................3 STORIES TABLE 506.2 - ALLOWABLE AREA......................................................70,000 SF

AREA RENOVATED - 11,700 SF

ADDITION - 550 SF

CONSTRUCTION TYPE:

CHAPTER 6 - TYPES OF CONSTRUCTION

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

FIRE-RESISTANCE RATING REQUIREMENTS:

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

BUILDING ELEMENT TYPE II-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

GROUP B (SPRINKLERED):

EXIT ENCLOSURE AND EXIT PASSAGEWAYS CLASS B

CORRIDORS CLASS C

ROOMS AND ENCLOSED SPACES CLASS C

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

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

ACTUAL: NOT REQUIRED

CHAPTER 10 - MEANS OF EGRESS

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

FIRST FLOOR (B) = 11,640 SF / 100 = 117 OCCUPANTS ............................TABLE 1004.2.1

FIRST FLOOR (S-1) = 11,700 SF / 500 = 24 OCCUPANTS ...........................TABLE 1004.2.1 MEZZANINE (B) = 1,970 SF / 500 = 4 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 = 141 OCC. X 0.2 = 28.2” (MIN. 44”)

ACTUAL = 612”

2. MEZZANINE = 4 OCC. X 0.2 = .8” (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 = ONE

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

1. GROUP B TRAVEL DISTANCE = 300 FEET.....................................................TABLE 1017.2

2. 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, 2010 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

6352 SF

S-1 STORAGE

627 SF

UTILITY

430 SF

SUPPORT

112 SF

UTILITY

2926 SF

B-BUSINESS

904 SF

SUPPORT

1002 SF

B-BUSINESS

2708 SF

B-BUSINESS

635 SF

S-1 STORAGE

576 SF

UTILITY

BUILDING CODE SUMMARY

B-BUSINESS

CIRCULATION

S-1 STORAGE

SUPPORT

UTILITY

88 SF

SUPPORT

577 SF

B-BUSINESS

1354 SF

B-BUSINESS

273 SF

B-BUSINESS

403 SF

S-1 STORAGE

723 SF

B-BUSINESS

36" 36" 36" 72" 36" 72"

36"36"36"36"36"36"

36"

36"

36"

647 SF

S-1 STORAGE

466 SF

UTILITY

LIMIT OF CONTRACT NOT IN CONTRACT

1957 SF

CIRCULATION

409 SF

B-BUSINESS

LIMIT OF CONTRACT NOT IN CONTRACT

WASH BAY

179 SF

B-BUSINESS

188 SF

UTILITY

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

TOP OF

CEILING

BELOW

OPEN TO BELOW

1 HOUR FIRE RATING

EXIT DISCHARGE

EXIT SIGN

FIRE EXTINGUISHER

FE

EGRESS PATH

TRAVEL DISTANCE

(FEET)

COMMON PATH OF TRAVEL

(FEET)

AREA OR SPACE EXIT

X

X

2 HOUR FIRE RATING

A B

KEY PLAN

LOC

BUILDING CODE SUMMARY

1/8" = 1'-0"

FIRST FLOOR

1/8" = 1'-0"

MEZZANINE

LIFE SAFTEY LEGEND

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :3

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-002

LIFE SAFETY PLAN AND CODE SUMMARY

ARCHITECTURAL

N

UPUP

A-210

HYDRAULIC

PNEUDRAULIC

SHOP

MECHANICAL

104A

HYDRAULIC

OFFICES

WOMEN'S TOILET/

LOCKER ROOM

MECHANICAL

SUPPORT

EQUIPMENT SHOP

OFFICE

A-211

A-211

M GHJKL

EXISTING TRENCH

TO REMAIN

MECHANICAL

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0"

21' - 2"

A-310

TOP @

8'-0" AFF

EXISTING PAINTED

WALK AREA

A R

E A

B

I C

LOC

LOC

EXISTING

CONCRETE

APRON, TYP

A-411

REMOVE EXISTING METAL PANEL AND FACE BRICK AS REQUIRED FOR NEW WORK. SEE DEMOLITON

ELEVATIONS AND NEW WORK PLANS FOR MORE INFORMATION. SEE SHEET A-211 AND A-111.

REMOVE ENTIRE OVERHEAD COILING DOOR AND TRACK ASSEMBLY. INCLUDING MOTOR, CONTROLS AND

ASSOCIATED CONDUIT AND WIRING. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

REMOVE PORTION OF CONCRETE APRON TO ALLOW FOR INSTALLATION OF NEW UNIVERSAL JACK TESTER

FOUNDATIONS AND SLAB ON GRADE. OVER EXCAVATED AS REQUIRED PER STRUCTURAL DRAWINGS.

REMOVE BOLLARD AND ASSOCIATED FOUNDATION.

REMOVE PAVEMENT STRIPING AS REQUIRED FOR NEW WORK. SEE NEW WORK PLAN FOR NEW PAINT

STRIPING LOACTIONS.

REMOVE AND SALVAGE ENTIRE CAGE LADDER ASSEMBLY. SEE NEW WORK PLANS FOR LADDER

RELOCATION. GROUT ANCHOR HOLES WITH GROUT - TROWEL SMOOTH WITH BLOCK.

REMOVE ENTIRE DOOR ASSEMBLY AND ASSOCIATED ACCESSORIES.

REMOVE 8 ” MASONRY PARTITION. PATCH AND REPAIR ADJACENT WALLS AND FLOORS TO MATCH EXISTING

MATERIAL AND FINISH.

REMOVE ENTIRE CEILING ASSEMBLY. PREPARE ADJACENT SURFACES TO RECEIVE NEW CEILING SYSTEM.

REMOVE ENTIRE TOILET/URINAL PARTITIONS AND ASSOCIATED HARDWARE.

REMOVE PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE WALL AND FLOOR TILE THROUGHOUT TOILET/LOCKER ROOM.

REMOVE ENTIRE SHOWER STALL AND ASSOCIATED FIXTURES.

REMOVE LOCKERS.

REMOVE PORTION CONCRETE FLOOR SLAB FOR NEW PLUMBING SANITARY LINES. PREPARE ADJACENT

SURFACES FOR NEW CONCRETE FLOOR. FINISH TO MATCH ADJACENT FLOORING.

SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE PORTION OF WALL ASSEMBLY TO CREATE NEW WALL OPENING. PREPARE OPENING TO RECEIVE

NEW LINTEL. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

REMOVE METAL COPING AND WOOD NAILER. EXCESS EPDM MEMBRANE LAP OVER PARAPET TO REMAIN.

REMOVE THRU-WALL ROOF SCUPPER.

REMOVE GWB PARTITION AS REQUIRED, PREPARE SURFACES FOR NEW WORK.

REMOVE STEEL TUBE BOLLARD AS REQUIRED TO PROVIDE FLUSH FLOOR SURFACE.

DEMOLISH THE EXISTING ROLLING SHELVES IN ROOM 102.

A.

B.

C.

D.

E.

F.

G.

H.

VERIFY FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY TO CONFIRM

THAT DEMOLITION WORK CAN BE PERFORMED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE INTENDED

SCOPE OF WORK REFLECTED ON THE DRAWINGS PRIOR TO INITIATING

DEMOLITION.

VERIFY ALL SYSTEMS AND UTILITY LINES PRIOR TO DEMOLITION.

THE CONTRACTING OFFICER RESERVES THE RIGHT TO SALVAGE ANY

EQUIPMENT OR MATERIALS. A FINAL REMOVAL DATE WILL BE AGREED

UPON PRIOR TO CONTRACTOR COMMENCING WORK. ANY ITEMS

REMAINING AFTER THAT DATE SHALL BE DISPOSED OF BY THE

CONTRACTOR.

IF ACM IS SUSPECTED DURING DEMOLITION, CONTACT CONTRACTING

OFFICER IMMEDIATELY FOR DIRECTION.

CONDUCT DEMOLITION OPERATIONS SO AS TO PREVENT DAMAGE TO

ADJACENT BUILDING, STRUCTURES, OTHER FACILITIES, AND INJURY TO

PERSONS. REPORT ANY STRUCTURAL DISCREPANCY THAT MAY AFFECT

THE STRUCTURAL INTEGRITY OF THE BUILDING TO THE CONTRACTING

OFFICER. COORDINATE WITH THE AUTHORITY HAVING JURISDICTION TO

VERIFY THAT DEMOLITION OPERATIONS ARE CONDUCTED IN COMPLIANCE

WITH APPLICABLE CODES.

REMOVE DEMOLITION MATERIALS AND DEBRIS FROM PROJECT SITE AS

SPECIFIED . DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF IN

ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODE

REQUIREMENTS.

PROVIDE TEMPORARY SUPPORT OF EXISTING MATERIALS AND SYSTEMS TO

REMAIN, IN ORDER TO MAINTAIN THE FUNCTIONAL USE OF THE SYSTEMS TO

BE USED OR RE-USED AFTER DEMOLITION IS COMPLETE.

REFER TO SPECIFICATIONS AND TO CIVIL, STRUCTURAL, MECHANICAL,

PLUMBING, ELECTRICAL, AND COMMUNICATIONS DRAWINGS FOR

ADDITIONAL DEMOLITION INSTRUCTIONS.

I. NO STRUCTURAL ELEMENTS ARE TO BE REMOVED OR DAMAGED DURING

DEMOLITION UNLESS SPECIFICALLY NOTED TO BE DEMOLISHED. ANY

STRUCTURAL DISCREPANCIES THAT MAY AFFECT THE STRUCTURAL I

NTEGRITY OF THE BUILDING SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER.NO STRUCTURAL ELEMENTS ARE TO BE

REMOVED OR DAMAGED DURING DEMOLITION UNLESS SPECIFICALLY

NOTED TO BE DEMOLISHED. ANY STRUCTURAL DISCREPANCIES THAT

MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

J. REMOVE ANY FORMERLY ABANDONED DUCT WORK, PIPING OR CONDUIT.

ALL HAZARDOUS MATERIAL SHOULD BE ABATED PRIOR TO THE

DEMOLITION. IF MATERIAL BELIEVED TO BE HAZARDOUS IS

ENCOUNTERED, CONTACT THE CONTRACTING OFFICER IMMEDIATELY

FOR DIRECTION.

K. DO NOT SCALE DRAWINGS. QUESTIONS OR DISCREPANCIES REGARDING

DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE PROCEEDING.

L. WHERE PARTIAL DEMOLITION OF CMU WALLS IS INDICATED, DIMENSIONS

PROVIDED ARE INTENDED TO BE ON CMU COURSING SO THAT CMU IS

REMOVED AT EXISTING JOINTS. VERIFY IN FIELD AND REMOVE CMU TO

NEAREST CMU JOINT WHERE FIELD CONDITIONS DIFFER FROM WHAT IS

INDICATED, U.O.N.

M. WHERE PARTIAL DEMOLITION OF WALL IS INDICATED FOR A NEW DOOR,

REFER TO DOOR SCHEDULE FOR SIZE OF OPENING REQUIRED.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR

MATERIALS. A FINAL REMOVAL DATE WILL BE AGREED UPON PRIOR TO

THE CONTRACTOR COMMENCING WORK. ANY ITEMS REMAINING AFTER

THAT DATE SHALL BE DISPOSED OF BY THE CONTRACTOR.

NO STRUCTURAL ELEMENTS ARE TO BE REMOVED OR DAMAGED DURING

DEMOLITION UNLESS SPECIFICALLY NOTED TO BE DEMOLISHED. ANY

STRUCTURAL DISCREPANCIES THAT MAY AFFECT THE STRUCTURAL

INTEGRITY OF THE BUILDING SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER.

REMOVE ANY FORMERLY ABANDONED DUCT WORK, PIPING OR CONDUIT.

ALL HAZARDOUS MATERIAL SHOULD BE ABATED PRIOR TO THE

DEMOLITION. IF MATERIAL BELIEVED TO BE HAZARDOUS IS

ENCOUNTERED, CONTACT THE ROIC IMMEDIATELY FOR DIRECTION.

DO NOT SCALE DRAWINGS. QUESTIONS OR DISCREPANCIES REGARDING

DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE PROCEEDING.

REFER TO ADDITIONAL DEMOLITION NOTES ON SHEET AD130.

WHERE PARTIAL DEMOLITION OF CMU WALLS IS INDICATED, DIMENSIONS

PROVIDED ARE INTENDED TO BE ON CMU COURSING SO THAT CMU IS

REMOVED AT EXISTING JOINTS. VERIFY IN FIELD AND REMOVE CMU TO

NEAREST CMU JOINT WHERE FIELD CONDITIONS DIFFER FROM WHAT IS

INDICATED, U.O.N.

WHERE PARTIAL DEMOLITION OF WALL IS INDICATED FOR A NEW DOOR,

REFER TO DOOR SCHEDULE FOR SIZE OF OPENING REQUIRED.

CONTRACTOR TO PATCH AND REPAIR WALLS, FLOORS, CEILINGS ETC.

WHERE OTHER CONTRACTORS HAVE REMOVED EQUIPMENT. MATERIALS

SHALL MATCH ADJACENT MATERIALS AND FINISH.

CONTRACTOR TO REMOVE FURNITURE, LOCKERS, BENCHES, WALL

HANGINGS, ETC. PRIOR TO CONSTRUCTION. ALL ITEMS SHALL BE PLACED

IN GOVERNMENT'S ON-SITE STORAGE AND REINSTALLED ONCE

CONSTRUCTION HAS BEEN COMPLETED.

DEMOLISHED CONSTRUCTION DEBRIS AND TRASH TO BE REMOVED BY

CONTRACTOR.

KEEP MATERIALS TO BE SALVAGED. REFER TO SPECIFICATION TABLE

FOR OFFICE FURNITURE RELOCATION.

M GHJKL

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0"

EXISTING EPDM

ROOF MEMBRANE

TO REMAIN

A-310

LOC

LOC

A R

B

I C

21' - 6"

A

KEY PLAN

LOC

DN

HJ

EXIST

MEZZANINE

STORAGE

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019 42

GTP 210-168

503 Martindale Street, Suite 400

Pittsburgh, PA 15212-5722

Tel: (412) 201-5500

As indicated

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129

KAW

RAD

TLK

A-110

DEMOLITION PLANS - AREA A

ARCHITECTURAL

1/8" = 1'-0"

BUILDING 129 - FIRST FLOOR DEMOLITION - AREA A

DEMOLITION KEYED NOTES DEMOLITION GENERAL NOTESDEMOLITION PLAN NOTES

1/8" = 1'-0"

BUILDING 129 - ROOF DEMOLITION - AREA A

N

1/8" = 1'-0"

BUILDING 129 - MEZZANINE DEMOLITION

1 6-18-20 ADDITIONAL ITEM TO DEMOLISH BDK

UPUP

R E

F

DN

A-210

A-211

A-210

A-310

M GHJKL

LP

PP

EXISTING TRENCH

NEW 8" LIGHT GAGE

FRAME WITH 1 LAYER OF

GYPSUM BOARD TO 21'-0"

AFF

WASH BAY

AGE

MAINTENANCE

BAY

UNIVERSAL JACK

TESTER

AGE

PARTS/TOOLS/BATTERY

EXISTING

MECHANICAL

EXISTING

MECHANICAL

AGE OFFICES

AGE PARTS

ROOM

A-411 1

27' - 4" 34' - 9"

MENS ROOM

WOMENS ROOM

A-410

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0"

AGE

CLASS/BREAK/COMPUTER

ROOM

COMM

D-151A

D-148A

D-146A

D-143A

2' - 4"

RO

6' - 4" 2' - 4 3/8"

/8

/8

FIELD VERIFY

14' - 0" 2' - 9"

MO

3' - 4" 19' - 11"

/1

M O

4' - 10"

24' - 6"

RO

3' - 4"

10"

8"

27' - 11" 9' - 5 5/8" 10' - 0 1/8" 2' - 11 5/8" 9' - 6 1/8"

T Y

P

27' - 3"

RELOCATED

CAGED LADDER

A-310

A-310

10' HIGH WIRE MESH

FENCING, WIRECRAFTERS

MODEL 840 OR EQUAL.

STANDARD MESH AND

SYSTEM COLOR, NO LOCK

AT HINGED 3' X 7' DOOR

60' - 0"

20' - 0" 20' - 0" 15' - 0" 5' - 0"

2' - 0"3' - 4" 4' - 5"

R.O.

12' - 0"

12'-0" HIGH OPENING W/

ULINE VINYL STRIP DOOR

KIT MODEL H-1410 OR

APPROVED EQUAL

A R

E A

B

N

IC

LOC

LOC

NOTE:

REFER TO SHEET A-114 FOR FURNITURE LAYOUT

FURNITURE IS SHOWN ONLY AS A REPRESENTATION.

FURNITURE IS NIC AND WILL BE PROVIDED BY OWNER.

PROVIDE ONE-HOUR FIRE STOPPING AT ALL

PENETRATIONS AT ROOMS 143 AND 147

A-610

A

A-610

B

D-151B

D-150A

A-610

E

/4

A-610

D

PROVIDE UNISTRUT

TO SUPPORT

COMPRESSED AIR

A-4114

D-149Z

D-148B

D-142A

D-149

D-144

A-610

N

BOLLARD, TYP.

A

KEY PLAN

LOC

A. DO NOT SCALE DRAWINGS. QUESTIONS FOR

DISCREPANCIES REGARDING DIMENSIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING.

B. PROVIDE BLOCKING IN GYPSUM PARTITIONS, SOFFITS

AND CEILINGS WHERE SCHEDULED TO RECEIVE WALL

MOUNTED TACK BOARDS. MARKER BOARDS, DOOR

STOPS, AND OTHER FURNITURE AND EQUIPMENT

ITEMS.

C. REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF

NEW SLAB.

D. DOORS WITH NO DOOR TAGS ARE EXISTING TO

REMAIN, TYP.

M GHJKL

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0"

4' - 6"

25' - 1"

EXISTING EPDM

ROOF MEMBRANE

TO REMAIN

METAL COPING AT

ROOF PERIMETER

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

GUTTER AND DOWNSPOUT

RELOCATED CAGED LADDER

27' - 4" 34' - 2"

F V

NEW THRU-WALL

OVERFLOW SCUPPER -

LOCATE SCUPPER

NEAR EXITING ROOF

CRICKET

A-310

A-310

A R

E A

B

N

IC

LOC

LOC

5' - 10 5/8" 20' - 7"

HJ

15' - 7" 11' - 6 7/8"

LOCKERS

EXISTING

STAIR

/8

/4

1' - 6" 12' - 0 1/4"

4' - 7"

D -1

3' - 8" 3' - 0 3/8"

4' - 5"

/4

3' - 0"

/8

INFILL WALL WHERE

DOOR WAS REMOVED.

WALL INFILL TO MATCH

EXISTING

_ 1/8" = 1'-0"

1 BUILDING 129 - FIRST FLOOR PLAN - AREA A

GENERAL NOTES

NN

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :3

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-111

FLOOR AND ROOF PLANS - AREA A

ARCHITECTURAL

_ 1/8" = 1'-0"

2 BUILDING 129 - ROOF PLAN - AREA A

_ 1/8" = 1'-0"

3 BUILDING 129 - MEZZANINE PLAN - AREA A

A-310

M GHJKL

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

10' - 0" A.F.F.

GWB ON MTL. STUD

8' - 0"

A.F.F.

GWB ON MTL. STUD

8' - 0"

A.F.F.

GWB ON MTL. STUD

20' - 6"

OPEN TO

ABOVE

OPEN TO

ABOVE

OPEN TO

ABOVE

OPEN TO

ABOVE

OPEN TO

ABOVE

A-310

A-310

EPOXY PAINTED

GWB CEILING AT

20'-6" AFF

A-610

J

A-610

G

A.F.F.

2' x 2' ACT

9' - 0"

Metal Joist 10" - GYP Finish

A.F.F.

2' x 2' ACT

9' - 0"

LOC

LOC

A-610

B

SIM

WASH BAY

AGE

MAINTENANCE

BAY

UNIVERSAL JACK

TESTER

AGE

PARTS/TOOLS/BATTERY

EXISTING

MECHANICAL

EXISTING

MECHANICAL

AGE OFFICES

AGE PARTS

ROOM

MENS ROOM

WOMENS ROOM

AGE

CLASS/BREAK/COMPUTER

ROOM

COMM

/2

/2

18' - 11 15/16"

MAINTAIN CLEARANCE

AROUND EXISTING

OVERHEAD DOOR

OPEN TO

ABOVE

18"x18" OPNG FOR

FIRE DAMPER, SEE

HVAC DRAWINGS

PROVIDE 24"x16" OPNG

FOR REGISTER GRILLE IN

NEW WALL PARTITION,

SEE HVAC DRAWINGS

PROVIDE 18"x18"

LOUVER, SEE HVAC

DRAWINGS

CABLE TRAY, SEE

ELECTRICAL

DRAWINGS

FENCE, BELOW

10' - 0" 15' - 7" 2' - 4"

2' - 5"

PROVIDE 32"x32" OPNG

FOR TRANFER GRILLE IN

EXISTING WALL, SEE

HVAC DRAWINGS

A-610

I

A

KEY PLAN

LOC

HJ

A.F.F.

2' x 2' ACT

9' - 0"

OPEN TO ABOVE

PROVIDE 12"x12" OPNG FOR

EXHAUST GRILLE IN EXISTING

WALL, SEE HVAC DRAWINGS

ACCOUSTICAL CEILING

TILE (2'-0" x 2'-0")

DRYWALL CEILING

EXPOSED STRUCTURE

REFLECTED CEILING PLAN LEGEND

_ 1/8" = 1'-0"

1 BUILDING 129 - FIRST FLOOR RCP - AREA A

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :4

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-112

REFLECTED CEILING PLAN - AREA A

ARCHITECTURAL

N

_ 1/8" = 1'-0"

2 BUILDING 129 - MEZZANINE RCP - AREA A

F

UP

A-210

A-211

A-210

M GHJKL

A-411 1

AGE

MAINTENANCE

BAY

WASH BAY

AGE OFFICES

COMM

AGE PARTS

ROOM

EXISTING

MECHANICAL

EXISTING

MECHANICAL

AGE

CLASS/BREAK/COMPUTER

ROOM

AGE

PARTS/TOOLS/BATTERY

UNIVERSAL JACK

TESTER

NOTE:

ALL WALLS TO BE PAINTED PA-1

UNLESS NOTED OTHERWISE.

LOC

LOC

A R

E A

B

N

IC

SC-1 SC-1

A-4114

HJ

LOCKERS

PT-1

PE-1

SC-1

LEGEND - AREA A:

QT-1

NOT IN SCOPE

PAINT – SHERWIN WILLIAMS (ACRYLIC / LATEX)

PA-1

PA-2

PA-3

PA-4

PP-1

GENERAL PAINT, #SW 7064 – PASSIVE (SATIN)

ACCENT PAINT, #SW 7066 – GRAY MATTERS (SATIN)

ACCENT PAINT, #SW 9138 – STARDEW (SATIN)

WALL PAINT, #SW 7007 – BRIGHT WHITE (EGGSHELL)

PRIMER, WHITE (MATTE)

PORCELAIN TILE

PT-1

PT-2

PT-3

MANUF.: DALTILE; STYLE: VOLUME 1.0; COLOR: VL 71 DEGREES SILVER; SIZE: 12” X 24” X 8 MM

MANUF.: DALTILE; STYLE: VOLUME 1.0; COLOR: VL 75 SONIC WHITE; SIZE: 12” X 24” X 8 MM

MANUF.: CROSSVILLE - LAMINAM; STYLE: FOKOS - SALE; DYELOT: L3914.10207SAM, 3+1M3M; SIZE: 2.25” X 7” (SHOWERS)

GROUT – CUSTOM BUILDING PRODUCTS

GR-1

GR-2

FLOOR AND SHOWER GROUT COLOR - #386 OYSTER GRAY

WALL GROUT COLOR - #545 BLEACHED WOOD

CONCRETE SEALER / HARD

SC-1 STYLE: HOT & HEAVY, COO75 GROWN UP; COLOR: 628 LENOX; SIZE: 9” X 59” X 20 MM

QUARTZ TILE – UPOFLOOR

QT-1 STYLE: QUARTZ – MOSAIC COLLECTION; COLOR: 619303, SIZE: 24” X 24” X 20 MM

RUBBER BASE 4” – FLEXCO

RB-1 COLOR: 014 MEDIUM GRAY

SOLID SURFACE MATERIAL

SS-1

SS-2

MANUFACTURER: BRADLEY; COLOR: POLAR ICE (RESTROOMS)

MANUFACTURER: AVONITE; STYLE: FOUNDATIONS; COLOR: F1-7556 SHARK FIN (BREAKROOMS)

TOILET PARTITIONS – SCRANTON PRODUCTS

TP-1 STYLE: HINY HIDERS; COLOR: CHARCOAL GRAY; FINISH: ORANGE PEEL

ACT – ARMSTRONG CEILING

ACT-1 CIRRUS ANGLED TEGULAR 584HRC 24”X24” WITH 15/16” PRELUDE WHITE GRID; COLOR: WHITE

PLASTIC LAMINATE UPPER CABINETS – WILSONART

PLAM-1 MANUFACTURER: WILSONART; STYLE: 4879-38; COLOR: STEEL MESH; FINISH: MATTE

PLASTIC LAMINATE BASE CABINETS – WILSONART

PLAM-2 MANUFACTURER: WILSONART; STYLE: 4880-38; COLOR: CARBON MESH; FINISH: MATTE

FIBERGLASS REINFORCED PANELS – NUCO PRODUCTS

FRP-1 STYLE: FIBERCORR; COLOR: WHITE; SIZE: 4’ X 10’; TEXTURE: SMOOTH

FINISH LEGEND

PE-4 FLOOR PAINT (EPOXY), #SW 7007 - BRIGHT WHITE (GLOSS)

PA-5 CEILING PAINT, #SW 7007 – BRIGHT WHITE (EGGSHELL)

A

KEY PLAN

LOC

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :4

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-113

FINISH PLAN AND FURNITURE LAYOUT -

AREA A

ARCHITECTURAL

_ 1/8" = 1'-0"

1 BUILDING 129 - FIRST FLOOR FINISH PLAN - AREA A

_ 1/8" = 1'-0"

3 BUILDING 129 - MEZZANINE FINISH PLAN - AREA A

F

M GHJKL

WASH BAY

AGE

MAINTENANCE

BAY

UNIVERSAL JACK

TESTER

AGE

PARTS/TOOLS/BATTERY

AGE

CLASS/BREAK/COMPUTER

ROOM

EXISTING

MECHANICAL

EXISTING

MECHANICAL

AGE OFFICES

AGE PARTS

ROOM

MENS ROOM

WOMENS ROOM

COMM

A-4114

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

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

/2

:0 :4

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129Designer

Author

Checker

A-114

FURNITURE LAYOUT - AREA A

ARCHITECTURAL

NOTE.: ALL FURNITURE AND EQUIPMENT IS

SHOWN FOR REPRESENTATION AND IS N.I.C.

(TO BE PROVIDED BY OWNER)

_ 1/8" = 1'-0"

1 BUILDING 129 - FIRST FLOOR FURNITURE PLAN - AREA A

FIRST FLOOR

+0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 36'

+36' - 0"

ROOF @ 46'

+46' - 0"

MB C D E F G H J K LA

NEW FACE BRICK TO

MATCH EXISTING

21' - 0"20' - 0"19' - 11"20' - 0"20' - 0"40' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 0"

ROOF @ 30'

+30' - 0"

NEW 1 1/2" PROFILE

METAL PANEL TO

MATCH EXISTING

NEW CONCRETE BOLLARD W/

PLASTIC SLEEVE TO MATCH

EXISTING SIZE AND COLOR

EXTERIOR LIGHT FIXTURE

(SEE ELECTRICAL DRAWINGS)

NEW METAL

COPING AT ROOF

PERIMTER

UNIVERSAL JACK TESTER

BUILDING ADDITION

HOLLOW METAL DOOR

AND FRAME (PAINT TO

MATCH EXISTING)

EXISTING ROLL-UP

DOOR AND TRACK

ASSEMBLY, TYPICAL

EXISTING DOOR AND

FRAME, TYPICAL

EXISTING METAL

PANEL, TYPICAL

A-310

A-310

18"x18" LOUVER AND

FRAME ASSEMBLY

FIRST FLOOR

+0"

TOP OF MASONRY

+8' - 0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

ROOF @ 36'

+36' - 0"

ROOF @ 46'

+46' - 0"

M BCDEFGHJKL A

ROOF @ 30'

+30' - 0"

UNIVERSAL JACK TESTER

BUILDING ADDITION

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0" 40' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 21' - 0"

NEW FACE BRICK TO

MATCH EXISTING

NEW 1-1/2"

PROFILED METAL

PANEL TO MATCH

EXISTING, TYPICAL

NEW CONCRETE BOLLARD W/

PLASTIC SLEEVE TO MATCH

EXISTING SIZE AND COLOR

EXTERIOR LIGHT FIXTURE

(SEE ELECTRICAL DRAWINGS)

NEW METAL

COPING AT ROOF

PERIMTER

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

EXISTING ROLL-UP

DOOR AND TRACK

ASSEMBLY, TYPICAL

EXISTING DOOR AND

FRAME, TYPICAL

EXISTING METAL

PANEL, TYPICAL

12"x12" LOUVER AND FRAME

ASSEMBLY, TYPICAL OF 3

RELOCATED CAGED LADDER

SECURE LOWER PORTION TO

BRICK VENEER AND UPPER

PORTION CMU BACKUP

GUTTER AND

DOWNSPOUT

EXISTING WINDOW AND

FRAME, TYPICAL

A-310

A-310

32"x32" LOUVER AND

FRAME ASSEMBLY

_ 1/8" = 1'-0"

1 BUILDING 129 - NORTH ELEVATION

BUILDING 129 - SOUTH ELEVATION

NOTE: EXISTING ROOF STRUCTURES NOT SHOWN FOR CLARITY

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

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

/2

:0 :5

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-210

EXTERIOR ELEVATIONS

ARCHITECTURAL

TOP OF MASONRY

+8' - 0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

ROOF @ 36'

+36' - 0"

ROOF @ 46'

+46' - 0"1

A-310

2345678 1

ROOF @ 30'

+30' - 0"

5' - 8" 14' - 9" 15' - 0" 15' - 0" 20' - 0" 19' - 0" 19' - 0"

NEW FACE BRICK TO

MATCH EXISTING

NEW 1-1/2"

PROFILED METAL

PANEL TO MATCH

EXISTING, TYPICAL

NEW CONCRETE BOLLARD W/

PLASTIC SLEEVE TO MATCH

EXISTING SIZE AND COLOR

EXTERIOR LIGHT FIXTURE

(SEE ELECTRICAL DRAWINGS)

NEW METAL

COPING AT ROOF

PERIMTER

UNIVERSAL JACK TESTER

BUILDING ADDITION

RELOCATED

CAGED LADDER

NEW OVERFLOW THRU-

WALL SCUPPER LOCATION

EXISTING DOOR AND

FRAME, TYPICAL

EXISTING METAL

PANEL, TYPICAL

EXISTING ROLL-UP

DOOR AND TRACK

ASSEMBLY, TYPICAL

24"x24" LOUVER AND

FRAME ASSEMBLY

INSULATED OVERHEAD

DOOR

FIRST FLOOR

+0"

TOP OF MASONRY

+8' - 0"

ROOF @ 20'

+20' - 0"

ROOF @ 36'

+36' - 0"

ROOF @ 46'

+46' - 0"

2345678

EXISTING BRICK TO

REMAIN, TYPICAL

EXISTING WINDOW TO REMAIN

EXISTING DOOR AND FRAME TO

REMAIN, TYPICAL

ROOF @ 30'

+30' - 0"

5' - 8" 14' - 9" 15' - 0" 15' - 0" 20' - 0" 19' - 0" 19' - 0"

EXISTING METAL PANELS TO REMAIN AT

UNIVERSAL JACK TESTER BUILDING ADDITION

UNIVERSAL JACK TESTER

BUILDING ADDITION LOCATION2

FIRST FLOOR

+0"

TOP OF MASONRY

+8' - 0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

ROOF @ 36'

+36' - 0"

ML

21' - 0"

EXISTING BRICK TO

REMAIN, TYPICAL

EXISTING METAL PANELS TO REMAIN AT

UNIVERSAL JACK TESTER BUILDING ADDITION

UNIVERSAL JACK TESTER

BUILDING ADDITION LOCATION

REMOVE EXISTING METAL PANEL AND FACE BRICK AS REQUIRED FOR NEW WORK. SEE DEMOLITON

ELEVATIONS AND NEW WORK PLANS FOR MORE INFORMATION. SEE SHEET A-211 AND A-111.

REMOVE ENTIRE OVERHEAD COILING DOOR AND TRACK ASSEMBLY. INCLUDING MOTOR, CONTROLS AND ASSOCIATED CONDUIT AND WIRING. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

REMOVE PORTION OF CONCRETE APRON TO ALLOW FOR INSTALLATION OF NEW UNIVERSAL JACK TESTER FOUNDATIONS AND SLAB ON GRADE. OVER EXCAVATED AS REQUIRED PER STRUCTURAL DRAWINGS.

REMOVE BOLLARD AND ASSOCIATED FOUNDATION.

REMOVE PAVEMENT STRIPING AS REQUIRED FOR NEW WORK. SEE NEW WORK PLAN FOR NEW PAINT

STRIPING LOACTIONS.

REMOVE AND SALVAGE ENTIRE CAGE LADDER ASSEMBLY. SEE NEW WORK PLANS FOR LADDER

RELOCATION. GROUT ANCHOR HOLES WITH GROUT - TROWEL SMOOTH WITH BLOCK.

REMOVE ENTIRE DOOR ASSEMBLY AND ASSOCIATED ACCESSORIES.

REMOVE 8” MASONRY PARTITION. PATCH AND REPAIR ADJACENT WALLS AND FLOORS TO MATCH EXISTING

MATERIAL AND FINISH.

REMOVE ENTIRE CEILING ASSEMBLY. PREPARE ADJACENT SURFACES TO RECEIVE NEW CEILING SYSTEM.

REMOVE ENTIRE TOILET/URINAL PARTITIONS AND ASSOCIATED HARDWARE.

REMOVE PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE WALL AND FLOOR TILE THROUGHOUT TOILET/LOCKER ROOM.

REMOVE ENTIRE SHOWER STALL AND ASSOCIATED FIXTURES.

REMOVE LOCKERS.

REMOVE PORTION CONCRETE FLOOR SLAB FOR NEW PLUMBING SANITARY LINES. PREPARE ADJACENT

SURFACES FOR NEW CONCRETE FLOOR. FINISH TO MATCH ADJACENT FLOORING.

SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE PORTION OF WALL ASSEMBLY TO CREATE NEW WALL OPENING. PREPARE OPENING TO RECEIVE

NEW LINTEL. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

REMOVE METAL COPING AND WOOD NAILER. EXCESS EPDM MEMBRANE LAP OVER PARAPET TO REMAIN.

REMOVE THRU-WALL ROOF SCUPPER.

REMOVE GWB PARTITION AS REQUIRED, PREPARE SURFACES FOR NEW WORK.

REMOVE STEEL TUBE BOLLARD AS REQUIRED TO PROVIDE FLUSH FLOOR SURFACE.

_ 1/8" = 1'-0"

3 BUILDING 129 - WEST ELEVATION

NOTE: EXISTING ROOF STRUCTURES NOT SHOWN FOR CLARITY

_ 1/8" = 1'-0"

1 BUILDING 129 - WEST DEMOLITION ELEVATION

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :5

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-211

EXTERIOR ELEVATIONS

ARCHITECTURAL

_ 1/8" = 1'-0"

2 BUILDING 129 - NORTH DEMOLITION ELEVATION

DEMOLITION KEYED NOTES

ROOF @ 36'

+36' - 0"

ROOF @ 46'

+46' - 0"

M BCDEFGHJKL A

ROOF @ 30'

+30' - 0"

A-310

21' - 0" 20' - 0" 19' - 11" 20' - 0" 20' - 0" 40' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 21' - 0"

AGE

MAINTENANCE

BAY

WASHBAY ENCLOSURE

W/ METAL DECKING LID

12'-0"H x 12'-0"W

OPENING

A-310

A-310

FENCING

FIRST FLOOR

+0"

ROOF @ 32'

+32' - 0"

ROOF @ 20'

+20' - 0"

ROOF @ 36'

+36' - 0"

A-310

2345678 1

MEZZANINE

+10' - 0"

5' - 8" 14' - 9" 15' - 0" 15' - 0" 20' - 0" 19' - 0" 19' - 0"

AGE

MAINTENANCE

BAY

WASH BAY

AGE

CLASS/BREAK/COMPUTER

ROOM

AGE

PARTS/TOOLS/BATTERY

/8

" WASHBAY ENCLOSURE

W/ METAL DECKING LID

12'-0"H x 12'-0"W

OPENING

EXISTING OVER HEAD

DOOR TO REMAIN

EPOXY PAINTED

GWB CEILING

/8

A-310

A

FIRST FLOOR

+0"

TOP OF MASONRY -

HANGAR

+16' - 0"

M L

ROOF @ 30'

+30' - 0"

27' - 4 7/8"

M O

E

21' - 0"A-311

A-310

A-311

FIRST FLOOR

+0"

ROOF @ 32'

+32' - 0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

TOP OF PARAPET -

SUPPORT SPACES 1980

+18' - 0"

ROOF @ 36'

+36' - 0"

A-310 34

ROOF @ 30'

+30' - 0"

A-311

A-311

5/8" GWB

5/8" GWB

/8

/4

/8

4" 4"

8" 5/8"3/4"

9 3/8"

3/4" PLYWOOD

5/8" GWB

8" METAL STUD

AT 16" O.C.

8" METAL STUD

AT 16" O.C.

STEEL MEMBER,

SEE STRUCTURAL

MEMBER

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :0

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-310

BUILDING SECTIONS

ARCHITECTURAL

_ 1/8" = 1'-0"

1 BUILDING 129 - EAST-WEST SECTION

_ 1/8" = 1'-0"

2 BUILDING 129 - SECTION THRU WASH BAY

_ 1/4" = 1'-0"

3 BUILDING 129 - EAST-WEST SECTION @ JACK STAND TESTER

_ 1/4" = 1'-0"

4 BUILDING 129 - EAST-WEST SECTION @ ADDITION

DETAIL

1 1/2" = 1'-0"

WASHBAY CEILING

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 30'

+30' - 0"

M O

12" CMU, SEE STRUCTURAL

DRAWINGS FOR REINFORCING

REQUIREMENTS

CMU FOUNDATION, SEE

STRUCTURAL DRAWINGS

2" RIGID INSULATION AND

EXTRUDED REINF.

FIBERGLASS ZEE

FURRING CHANNELS AT

16" O.C.

CONCRETE FOOTING, SEE

STRUCTURAL DRAWINGS

INSULATED OVERHEAD

COILING DOOR AND TRACK

ASSEMBLY

REPLACE CONCRETE APRON

TO MATCH EXISTING AT OVER

EXCAVATED PERIMETER

AROUND UNIVERSAL JACK

TEST BUILDING ADDITION

UNIVERSAL JACK

TESTER

NEW 1-1/2"

PROFILED METAL

PANEL TO MATCH

EXISTING, TYPICAL

NEW CONCRETE BOLLARD W/

PLASTIC SLEEVE TO MATCH

EXISTING SIZE AND COLOR

EXTERIOR LIGHT FIXTURE

(SEE ELECTRICAL DRAWINGS)

CONT. ALUMINUM

COPING AT ROOF

PERIMETER, TYPICAL

DAMPPROOFING FROM

GRADE TO BASE OF

FOOTING, TYPICAL

OVERHEAD DOOR

JAMB BENT PLATE,

BEYOND

VAPOR RETARDER

UNDER ENTIRE SLAB

MATCH EXISTING GRAVEL

SUBSTRATE DEPTH

(FIELD VERIFY),

SEE CIVIL DRAWINGS

CONCRETE SLAB ON

GRADE, SEE STRUCTURAL

DRAWINGS

1' - 4 5/8"

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

1-1/2" METAL DECKING

CONT. WOOD BLOCKING

NAILER ROOF PERIMETER

A-610

C

GRAVEL BASE

FIRST FLOOR

+0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 30'

+30' - 0"

12" CMU, SEE STRUCTURAL

DRAWINGS FOR REINFORCING

REQUIREMENTS

CMU FOUNDATION, SEE

STRUCTURAL DRAWINGS

2" RIGID INSULATION AND

EXTRUDED REINF.

FIBERGLASS ZEE

FURRING CHANNELS AT

16" O.C.

CONCRETE FOOTING, SEE

STRUCTURAL DRAWINGS

REPLACE CONCRETE APRON

TO MATCH EXISTING AT OVER

EXCAVATED PERIMETER

AROUND UNIVERSAL JACK

TEST BUILDING ADDITION

NEW 1-1/2"

PROFILED METAL

PANEL TO MATCH

EXISTING, TYPICAL

CONT. ALUMINUM

COPING AT ROOF

PERIMETER, TYPICAL

DAMPPROOFING FROM

GRADE TO BASE OF

FOOTING, TYPICAL

VAPOR RETARDER

UNDER ENTIRE SLAB

MATCH EXISTING GRAVEL

SUBSTRATE DEPTH

(FIELD VERIFY),

SEE CIVIL DRAWINGS

CONCRETE SLAB ON

GRADE, SEE STRUCTURAL

DRAWINGS

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

1-1/2" METAL DECKING

CONT. WOOD BLOCKING

NAILER ROOF PERIMETER

UNIVERSAL JACK

TESTER

A-610

C Sim

1' - 4 5/8"

A-610

F

A-610

H

FIRST FLOOR

+0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

TOP OF PARAPET -

SUPPORT SPACES 1980

+18' - 0"

ROOF @ 30'

+30' - 0"

8" CMU BLOCK WALL

EXISTING CMU

BLOCK WALL

8" CMU, SEE STRUCTURAL

DRAWINGS FOR REINFORCING

REQUIREMENTS

2" RIGID INSULATION AND

EXTRUDED REINF.

FIBERGLASS ZEE

FURRING CHANNELS AT

16" O.C.

NEW 1-1/2"

PROFILED METAL

PANEL TO MATCH

EXISTING, TYPICAL

GUTTER AND

DOWNSPOUT

VAPOR RETARDER

UNDER ENTIRE SLAB

CONCRETE SLAB ON

GRADE, SEE STRUCTURAL

DRAWINGS

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

CONT. WOOD BLOCKING

NAILER ROOF PERIMETER

EXISTING FOUNDATION

A-610

K

A-610

L

EXISTING INSULATED

EPDM ROOF

FIRST FLOOR

+0"

TOP OF MASONRY -

HANGAR

+16' - 0"

ROOF @ 20'

+20' - 0"

L

ROOF @ 30'

+30' - 0"

EXISTING FOUNDATION

EXISTING CMU

BLOCK WALL

8" CMU, SEE STRUCTURAL

DRAWINGS FOR REINFORCING

REQUIREMENTS

CONT. ALUMINUM COPING

AT ROOF PERIMETER,

TYPICAL

VAPOR RETARDER

UNDER ENTIRE SLAB

CONCRETE SLAB ON

GRADE, SEE

STRUCTURAL

DRAWINGS

EPDM ROOFING MEMBRANE

OVER 5" RIGID INSULATION

CONT. WOOD BLOCKING

NAILER ROOF PERIMETER

A-610

M

EXPANSION JOINT BELLOW

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

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

/2

:0 :0

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-311

WALL SECTIONS

ARCHITECTURAL

_ 1/2" = 1'-0"

1 WALL SECTION

_ 1/2" = 1'-0"

2 NORTH-SOUTH WALL SECTION

_ 1/2" = 1'-0"

3 NORTH-SOUTH WALL SECTION @ LOW ROOF

_ 1/2" = 1'-0"

4 BUILDING 129 - EAST-WEST WALL SECTION @ EXIST. BLDG

M

IN

BOTTOM OF SKIRT,

IF APPLICABLE

M

IN

M A

X

/2

M A

X

GARMENT

HOOK

M A

X

RIM EXTENDS

14" FROM WALL MIN.

F.E. BRACKET F.E. CABINET

URINAL

SANITARY

NAPKIN

DISPOSAL

SINK / MIRROR HOOKEWC

WATER CLOSET

FOLDING

SHOWER SEAT

MIRROR SHOWER

BENCH

SEMI RECESSED

SANITARY NAPKIN

DISPENSER

M A

X T

O S

P O

U T

17" - 19"

8" MIN.

M

IN

M

IN

/1

M

IN

LOCATE SHOWER

SET AT CENTERLINE

OF SHOWER, TYP.

SET CONTROL

@ 4'-0" A.F.F.

CL

/8

/1

MAX.

1' - 0" 3' - 6" MIN.

4' - 6" MIN.

3' - 0" MAX.

M

IN

3' - 0"

1' - 0" MIN.

TOILET PAPER DISPENSER

250 FT./LB. MIN.

FORCE IN ANY DIRECTION3'-3" - 3'-5"

16" - 18"

6"

36" GRAB BAR 250

FT./LB. MIN.

FORCE IN ANY

DIRECTION

JK

MENS ROOM

WOMENS ROOM

A-410

A-410 6

3 5

NEW FLOOR TILE

NEW TOILET PARTITIONS

NEW PLUMBING

FIXTURES, SEE

PLUMBING DRAWINGS

NEW LOCKERS

1' - 8 1/2" 2' - 11" 3' - 0 1/4" 3' - 0 1/4"

10' - 8"

/8

/8

/2

/2

PROVIDE BLOCKING/WALL

REINF. FOR WALL MOUNTED

HANDICP ACCESSORIES (TYP)

/2

/8

/8

PRIVACY SCREEN

9 1/2"

3' - 0" 3' - 0" 3' - 0" 1' - 8"

MENS ROOM

WALL TILE TO CEILING, TYP.

LAY-IN CEILING

NEW LOCKERS

GWB CEILING

GWB BULKHEAD

WALL TILE TO CEILING, TYP.

LAY-IN CEILING

MENS ROOM

NEW LOCKERS

WALL TILE TO CEILING, TYP.

LAY-IN CEILING

NEW RESTROOM FIXTURES, TYP,

MENS ROOM

WALL TILE TO CEILING, TYP.

LAY-IN CEILING

NEW RESTROOM FIXTURES, TYP,

MENS ROOM

SHOWER CURTAIN AND ROD

SURFACE MOUNTED MIRROR

WOMENS ROOM

WALL TILE TO

CEILING, TYP.

LAY-IN CEILING

NEW LOCKERS

NEW WALL TILE TO

CEILING

NEW GWB CEILING

NEW LAY-IN CEILING

WOMENS ROOM

NEW WALL TILE TO CEILING

NEW LAY-IN CEILING

NEW RESTROOM FIXTURES

WOMENS ROOM

SURFACE MOUNTED MIRROR

NEW LAY-IN CEILING

NEW WALL TILE TO CEILING

EXISTING DOOR

WOMENS ROOM

TOILET GRAB BARS - A = 18”, B = 36”, C = 42”

1 OF EA REQ'D IN HANDICAP STALLS

SURFACE MOUNTED SOAP DISPENSER - 1 PER EA SINK

PAPER TOWEL DISPENSER/WASTE RECEPTACLE - 1 PER TOILET

ROOM LOCATED NEAR SINK

TOILET TISSUE DISPENSER - 1 PER TOILET STALL

SANITARY NAPKIN DISPOSAL - 1 PER TOILET STALL (WOMENS ONLY)

MIRROR UNITS - ONE PER SINK

SHOWER CURTAIN ROD - 1 PER SHOWER

SHOWER CURTAIN AND CURTAIN HOOKS - 1 PER SHOWER

SHOWER GRAB BARS - 1 SET PER SHOWER

FOLDING SHOWER SEAT - 1 PER SHOWER

SHOWER SOAP DISH - 1 PER SHOWER

TOWEL BAR - 1 PER SHOWER

DOUBLE ROBE HOOK - 1 PER SHOWER, 1 PER TOILET STALL

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

ISSUED 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

106718-231406

JLSS-17-0011 10/08/2019

GTP 210-168

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

As indicated1 /1

/2

:0 :1

P

M

RENOVATE/ADD FOR AGE SHOP/OFFICES, B129KAW

RAD

TLK

A-410

RESTROOM PLANS ELEVATIONS AND

DETAILS

ARCHITECTURAL

SCALE: NTS

MOUNTING HEIGHTS

1/4" = 1'-0"A-111

1 BUILDING 129 - ENLARGED PLAN - RESTROOMS

3/8" = 1'-0"A-410

2 MENS ROOM 1

3/8" = 1'-0"A-410

3 MENS ROOM 2

3/8" = 1'-0"A-410

4 MENS ROOM 3

3/8" = 1'-0"A-410

5 MENS ROOM 4

3/8" = 1'-0"A-410

6 WOMENS ROOM 1

3/8" = 1'-0"A-410

7 WOMENS ROOM 2

3/8" = 1'-0"A-410

8 WOMENS ROOM 3

3/8" = 1'-0"A-410

9 WOMENS ROOM 4

TOILET ACCESSOIES

9' - 2" 3' - 0" 3' - 0" 3' - 0"

STRIP

1" FILLER

3' - 0" 3' - 0" 3' - 0"

STRIP

1" FILLER

" 1

18' - 3"

P. LAM WALL CABINET,

TYPICAL

P. LAM BASE CABINET W/

DOUBLE DOORS AND 2

DRAWERS, TYPICAL

SOLID SURFACE

COUNTERTOP W/ 4"

BACKSPLASH

AGE

CLASS/BREAK/COMPUTER

ROOM

MICROWAVE (NIC)

REF.

(NIC)

FLOOR STANDING

TRASH RECEPTACLE

(NIC)

ADJUSTABLE SHELF

SUPPORTS

P LAM ON 3/4"

SUBSTRATE ON ALL

EXPOSED SURFACES

ADJUSTABLE SHELF

SUPPORTS

P LAM ON 3/4" SUBSTRATE

ON ALL EXPOSED SURFACES

3"

/2

1' - 0" 1' - 0"

"SOLID SURFACE

COUNTER TOP &

BACKSPLASH

FOR ADA UNIT

3'-8" A.F.F.

3/4" RADIUS TOP

EDGE, TYP.

RUBBER BASE

ON SUBSTRATE

P LAM ON 3/4"

SUBSTRATE

ON ALL

EXPOSED

SURFACES

ADJUSTABLE

SHELF SUPPORTS

P LAM ON 3/4" SUBSTRATE

ON ALL EXPOSED

SURFACES

/2

1' - 0"

SOLID SURFACE

COUNTER TOP &

BACKSPLASH

3"

FOR ADA UNIT

3'-8" A.F.F.

3/4" RADIUS TOP

EDGE, TYP.

RUBBER BASE

ON SUBSTRATE

DROP-IN

S.S. SINK

FIRST FLOOR

+0"

MASONRY WALL INFILL

RECEPTACLES, SEE

ELECTRICAL DRAWINGS

AGE PARTS

ROOM

P.LAM OVER MDF BOARD

COUNTERTOP

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

ISSUED FOR CONSTRUCTION

FOR…