A15_Attachment_3_Drawings.pdf

FIRST FLOOR

0' - 0"

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

B

A-10

/2

19'-2" 5 5/8"

7 5/8" 8'-1" 1'-2 3/8" 9'-3"

A-123

WOMEN'S

A-102

MEN'S

A-104

F

IE

L D

V E

R

IF

Y

/4

REMOVE CMU

BULLNOSE UNITS AT

JAMBS OF OPENING,

ALIGN AND TOOTH-IN

NEW 6" CMU INFILL

A-129

NVG TESTING

A-105

JANITORS

A-103

NVG HELMET

STORAGE

A-101

VESTIBULE 'A'

A-102A VESTIBULE 'B'

A-104A

HIGH BAY

A-100

REMOVE TOILET PARTITIONS,

CLEAN AND SALVAGE

FOR REINSTALLATION

NEW PARTITION TO

MATCH EXISTING W/

NEW TOILET

ACCESSORIES

REMOVE URINAL PARTITIONS,

CLEAN AND SALVAGE

FOR REINSTALLATION

ALIGN

REMOVE TOILET

PARTITIONS, CLEAN

AND SALVAGE

FOR REINSTALLATION

EXISTING SHOWER TO

REMAIN, PROVIDE NEW

SHOWER CURTAIN AND

HOOKS

EXISTING SHOWER

TO REMAIN, PROVIDE

NEW SHOWER

CURTAIN AND HOOKS

FIRST FLOOR

0' - 0"

A-10

WOMEN'S

A-102

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING CEILING

TO REMAIN, TYP

(PAINT)

EXISTING CMU

PARTITION, TYP

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

PAINT EXISTING

DOOR AND

FRAMES, TYP

FIRST FLOOR

0' - 0"

B

WOMEN'S

A-102

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING STEEL

COLUMN (PAINT)

PAINT EXISTING

INTERIOR FACE OF

PRECAST PANEL

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

EXISTING CEILING

TO REMAIN (PAINT)

FIRST FLOOR

0' - 0"

A-10

WOMEN'S

A-102

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING STEEL

COLUMN (PAINT)

EXISTING CEILING

TO REMAIN (PAINT)

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

REMOVE TOILET

PARTITIONS, CLEAN

AND SALVAGE

FOR REINSTALLATION

EXISTING SHOWER TO

REMAIN, PROVIDE NEW

SHOWER CURTAIN

AND HOOKS

NEW PARTITION TO

MATCH EXISTING W/ NEW

TOILET ACCESSORIES

EXISTING MIRROR

TO REMAIN

FIRST FLOOR

0' - 0"

B

WOMEN'S

A-102

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

PAINT EXISTING

DOOR AND

FRAMES, TYP

NEW PARTITION TO

MATCH EXISTING

FIRST FLOOR

0' - 0"

A-10

MEN'S

A-104

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING SHOWER

TO REMAIN,

PROVIDE NEW

SHOWER CURTAIN

AND HOOKS

EXISTING CEILING

TO REMAIN (PAINT)

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

REMOVE TOILET AND

PARTITIONS, CLEAN

AND SALVAGE

FOR REINSTALLATION

REMOVE URINAL PARTITIONS, CLEAN

AND SALVAGE FOR REINSTALLATION

PAINT EXISTING

INTERIOR FACE OF

PRECAST PANEL

FIRST FLOOR

0' - 0"

MEN'S

A-104

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

PAINT EXISTING

INTERIOR FACE OF

PRECAST PANEL

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

EXISTING CEILING

TO REMAIN (PAINT)

REMOVE TOILET PARTITIONS,

CLEAN AND SALVAGE

FOR REINSTALLATION

FIRST FLOOR

0' - 0"

A-10

MEN'S

A-104

VESTIBULE 'B'

A-104A

REMOVE CMU

BULLNOSE UNITS AT

JAMBS OF OPENING,

ALIGN AND TOOTH-IN

NEW 6" CMU INFILL

(PAINT)

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING CEILING

TO REMAIN (PAINT)

EXISTING CMU

PARTITION, TYP

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

PAINT EXISTING

DOOR AND

FRAMES, TYP

NEW GWB BOARD

CEILING (PAINT)

FIRST FLOOR

0' - 0"

MEN'S

A-104

STAINLESS STEEL

WAINSCOT TO REMAIN W/A

(NO WALL BASE), TYPICAL

PT-1, 6" BASE

(AT ALL PT-1

LOCATIONS)

EXISTING CEILING

TO REMAIN (PAINT)

PAINT EXISTING

CMU PARTITIONS IN

TOILET ROOMS AND

VESTIBULES, TYP

PAINT EXISTING

DOOR AND

FRAMES, TYP

REMOVE URINAL

PARTITIONS, CLEAN

AND SALVAGE

FOR REINSTALLATION

B

A-10

12"x24" PORCELIN TILE (PT-1)

1/2 RUNNING BOND PATTERN

(SEE FINISH LEGEND AND SCHEDULES

ON DRAWING A-7 AND A-13)

WOMEN'S

A-102

MEN'S

A-104

FINISHED WALL SURFACE

6" PORCELIN TILE BASE (CUT

12"x24" TILE, EXPOSE FINISH EDGE

FOR TILE BASE ONLY, INSTALL CUT

EDGE BELOW FINISH FLOOR)

MORTAR BED

12"x24" PORCELIN TILE

(INSTALL TILE FLOOR AFTER

TILE BASE INSTALLATION)6

FINISHED EDGE OF TILE

GROUT

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-12

ENLARGED TOILET ROOM PLANS AND

ELEVATIONS

_ 3/8" = 1'-0"

1 ENLARGED TOILET ROOM PLAN

_ 3/8" = 1'-0"

3 ELEVATION - WOMENS A-114

_ 3/8" = 1'-0"

4 ELEVATION - WOMENS A-114

_ 3/8" = 1'-0"

5 ELEVATION - WOMENS A-114

_ 3/8" = 1'-0"

6 ELEVATION - WOMENS A-114

_ 3/8" = 1'-0"

9 ELEVATION - MENS A-111

_ 3/8" = 1'-0"

8 ELEVATION - MENS A-111

_ 3/8" = 1'-0"

7 ELEVATION - MENS A-111

_ 3/8" = 1'-0"

10 ELEVATION - MENS A-111

N _ 3/8" = 1'-0"

2 ENLARGED FINISH FLOOR PLAN

PORCELIN TILE 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

/2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-1

STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS

A. DESIGN CRITERIA

1. CODES: ALL STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

a. PENNSYLVANIA BUILDING CODE (UNIFORM CONSTRUCTION CODE)

b. INTERNATIONAL BUILDING CODE 2015

2. DESIGN STANDARDS: ALL STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

FOLLOWING DESIGN STANDARDS:

a. ACI 318-14 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"

b. ACI 530-13 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES."

c. AISC STEEL CONSTRUCTION MANUAL 14TH EDITION: ALLOWABLE STRESS DESIGN.

d. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES."

e. AWS D1.1-04 "AWS STRUCTURAL WELDING CODE."

f. SDI DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS - NO.31

B. DESIGN LOADS

1. LIVE LOADS

MEZZANINE STORAGE LEVEL ...................................... 125 PSF

STAIRS ............................................................................. 100 PSF

2. SEISMIC LOADS

SITE CLASS ................................................................... D

SPECTRAL RESPONSE COEFFICIENT:

Ss ....................................................................... 0.112g Si ........................................................................ 0.053g SDS .................................................................... 0.119g SDI ...................................................................... 0.085g

IMPORTANCE FACTOR Ie ............................................. 1.0

SEISMIC DESIGN CATEGORY ...................................... B

C. GENERAL CONDITIONS

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

FIRE PROTECTION, ELECTRICAL, HEATING AND VENTILATING, AND PLUMBING DRAWINGS

AND SPECIFICATIONS.

2. SEE ARCHITECTURAL, FIRE PROTECTION, HEATING AND VENTILATING, ELECTRICAL AN

PLUMBING DRAWINGS FOR REGLETS, PIPE SLEEVES, CONDUITS OR OTHER ITEMS TO BE

EMBEDDED OR PASSED THROUGH CONCRETE.

3. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND

REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE

STRUCTURES. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING

THE WORK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING

CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR

STABILITY UNDER THE FINAL CONFIGURATION ONLY.

5. SPECIAL INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET

FORTH IN CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, (IBC).

D. FOUNDATIONS

1. ALL NEW FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 4 KSF.

2. SEE SPECIFICATIONS FOR FILL, BACKFILL AND COMPACTION REQUIREMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY SHORING AND FOR THE

STABILITY OF ALL TEMPORARY EARTH CUTS AND SLOPES.

E. CAST IN PLACE CONCRETE

1. REINFORCED CONCRETE SHALL COMPLY WITH ACI 318.

2. MINIMUM CONCRETE STRENGTH AT 28 DAYS:

STRUCTURAL CONCRETE, UNO: ............................................................... f'c = 4000 PSI

3. REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM

SPECIFICATION A615 GRADE 60.

4. REINFORCING STEEL FABRICATION SHALL BE IN COMPLIANCE WITH THE CRSI MANUAL

OF STANDARD PRACTICE. PROVIDE ACI SEISMIC HOOKS FOR ALL BEAM STIRRUPS

AND COLUMN TIES.

5. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE

COVER UNO:

a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: ............... 3"

b. CONCRETE SURFACES IN CONTACT WITH SOIL, WATER OR

EXPOSED TO WEATHER ................................................................................................ 2"

c. CONCRETE SURFACES NOT IN CONTACT WITH SOIL, WATER OR

EXPOSED TO WEATHER:

BEAMS AND COLUMNS (PRINCIPAL REINFORCEMENT TIES AND

STIRRUPS): ................................................................................... 11/2"

WALLS AND TOP AND BOTTOM OF SLABS: ........................................................ 1"

6. SPLICED BARS SHALL HAVE A MINIMUM LAP OF CLASS B TENSION LAP SPLICE PER

SCHEDULE BELOW, UNO.

CLASS B TENSION LAP SPLICE LENGTHS TENSION DEVELOPMENT LENGTHS

IN WALLS AND SLABS (INCHES) IN WALLS AND SLABS (INCHES)

NOTES:

a. MINIMUM BAR SPACING = 6" OC

b. MINIMUM CONCRETE COVER = 1"

c. HORIZONTAL BAR IS CONSIDERED A TOP BAR IF MORE THAN 12" OF FRESH

CONCRETE IS CAST DIRECTLY BELOW THE BAR.

7. CONSTRUCTION JOINTS SHALL NOT BE PLACED AT LOCATIONS OTHER THAN THOSE

SHOWN ON THE DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.

8. ALL EXPOSED CORNERS OF CONCRETE TO HAVE 3/4" MINIMUM CHAMFER, UNO.

9. SEE ARCHITECTURAL, MECHANICAL, HVAC, AND ELECTRICAL DRAWINGS FOR SIZE AND

LOCATION OF EQUIPMENT PADS. COORDINATE FINAL SIZE, LOCATION AND ANCHOR

BOLTS WITH APPROVED EQUIPMENT SUBMITTALS AND CONTRACTOR.

10. PROVIDE ADDITIONAL BARS IN WALLS AND SLABS AS SHOWN IN TYPICAL DETAILS.

11. EPOXY GROUT DOWELS INTO EXISTING CONCRETE WITH HILTI HIT HY200 ADHESIVE OR MINIMUM

EMBEDMENT SHALL BE 5" FOR #4 AND 6" FOR #5 DOWELS, UNO.

12. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

STRUCTURAL GENERAL NOTES: STRUCTURAL ABBREVIATIONS:

F. STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE

AISC STEEL CONSTRUCTION MANUAL 14TH EDITION.

2. MATERIALS:

A. BEAMS, COLUMNS AND STRUCTURAL TEES (W SHAPES): ASTM A992 (FY 50 KSI)

B. S SHAPES, CHANNELS, ANGLES AND PLATES: ASTM A36

C. STRUCTURAL TUBES: ASTM A500 GRADE B

D. STRUCTURAL PIPES: ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B

3. CONNECTIONS:

A. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING

CODE - STEEL". WELDING FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX

LOW HYDROGEN ELECTRODES. WELDERS SHALL BE AWS CERTIFIED. SUBMIT

COPY OF ALL CERTIFICATIONS TO THE ENGINEER. SURFACES TO BE WELDED

SHALL BE WIRE BRUSHED CLEAN BEFORE WELDING.

B. ALL FIELD CONNECTIONS SHALL USE BOLTS, UNO. ALL SHOP CONNECTIONS SHALL BE

WELDED, UNO. ALL SHOP AND FIELD INSTALLED BOLTS SHALL BE 5/8"∅ ASTM A-325

TYPE N BOLTS IN STANDARD HOLES AND SNUG TIGHT, UNO.

C. ALL BOLTED CONNECTIONS 2 BOLTS MINIMUM, UNO.

D. FABRICATE AND ERECT ALL STRUCTURAL STEEL WITH RESIDUAL MILL CAMBER

UPWARDS.

E. MACHINE BOLTS SHALL BE ASTM A307.

4. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36, UNO.

5. ALL STRUCTURAL STEEL MEMBERS SUCH AS BRICK SUPPORT ANGLES, LINTELS IN

EXTERIOR WALLS & ALL CONNECTION MATERIAL OF MEMBERS EXPOSED TO WEATHER

SHALL BE HOT DIP GALVANIZED, UNO.

6. ALL MAIN MEMBERS AND SECONDARY MEMBERS SUCH AS ANGLES, PLATES, ETC NOT

EXPOSED TO WEATHER, EXCEPT AS MENTIONED IN NOTE 6, SHALL BE PRIME PAINTED

WITH A MINIMUM DRY FILM THICKNESS OF 2.5 MILS. SURFACES IN CONTACT WITH

CONCRETE OR GROUT, SURFACES TO BE WELDED, GALVANIZED OR RECEIVE SPRAY ON

FIREPROOFING AND FAYING SURFACES OF SLIP CRITICAL CONNECTIONS SHALL NOT BE PRIME

PAINTED.

7. ENDS OF ALL HOLLOW STRUCTURAL SECTIONS (HSS) AND STRUCTURAL PIPE SHALL BE

CLOSED WITH 1/4" PLATE AND SEAL WELDED, UNO.

8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

G. STEEL DECK NOTES

1. STEEL DECK SHALL CONFORM TO ASTM A653 AND STEEL DECK INSTITUTE.

2. THE MINIMUM YIELD STRENGTH OF METAL ROOF DECK SHALL BE 33 KSI.

THE MINIMUM YIELD STRENGTH OF COMPOSITE METAL FLOOR DECK SHALL BE 50 KSI.

3. STEEL DECK SHALL BE INSTALLED IN NOT LESS THAN THREE SPAN LENGTHS EXCEPT

WHERE STEEL LAYOUT DOES NOT PERMIT.

4. STEEL FLOOR DECK F1 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

- 1 1/2"-20 GA NON-COMPOSITE FLOOR DECK

- GALVANIZED COATING

- IP = 0.222 IN4//FT

- IN = 0.186 IN4//FT

- SP = 0.231 IN3//FT

- SN = 0.224 IN3//FT

5. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE -

SHEET STEEL". WELDING FILLER MATERIAL SHALL BE AWS A5.1 OR A5.5 E60XX LOW

HYDROGEN ELECTRODES. WELDERS SHALL BE AWS CERTIFIED. SUBMIT COPY OF

ALL CERTIFICATIONS TO THE ENGINEER.

6. SCREWS FOR DECK ATTACHMENT SHALL BE #10 TEK FASTENERS WHERE SPECIFIED.

7. ATTACH STEEL DECK TO ALL SUPPORTS WITH 5/8" DIA PUDDLE WELDS AND

AT PANEL SEAMS WITH #10 SCREWS. SEE NOTES BELOW FOR DECK ATTACHMENT:

9. EDGE OF DECK AT OPENING SHALL BE AT EDGE OF FRAMING ANGLE, UNO.

10. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

f'c=4000 PSI

BAR SIZE

TOP BARS

OTHER BARS

OTHER BARS

f'c=4000 PSI

BAR SIZE

TOP BARS

DECK TYPE 1 1/2" NON-COMP FLOOR DECK (F1)

AT PERPENDICULAR SUPPORTS

(5/8" DIA WELDS)

AT PARALLEL EDGE SUPPORTS

(5/8" DIA WELDS)

AT SIDE LAPS

(#10 SCREWS)

12" OC

12" OC

12" MAX OC

AB

ABV

ADDL

AFF

AFG

AGG

AL

ALT

APPROX

ARND

ASSY

ASTM

B TO B

BITUM

BF

BLDG

BLKG

BM

BOD

BOT

BRG

BS

BSMT

CHAM

CIP

CIRC

CJ

CL

CLJ

CLR

CMU

COL

COMP

CONC

CONN

CONST

CONT

CONTR

CRS

CTG

CTR

CU FT

DEG

DET

DIA

DIAG

DIM(S)

DL

DO

DWG

DWL(S)

EA

EB

EE

EF

EL

ENGR

EOD

EOS

EQ

ES

EW

EXP JT

EXIST

EXT

f'c f'm

FAB

FD

FDN

FF

FIN

FL

FRP

FS

FT

FTG

FV

GA

GALV

GR

GRT

GRTG

HAS

HCA

HOR, H

HP

HR

IAW

ID

IF

IN

INFO

INSUL

INT

INV

ISOL

JT

JT FLR

L

LAD

ABBREVIATION NOTES:

1. ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE

CURRENT MANUAL OF STEEL CONSTRUCTION BY AISC

2. ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE

FOUND IN THE SPECIFICATIONS.

3. WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.

AND

AT

DEGREES

DIAMETER

NUMBER

ANCHOR BOLT

ABOVE

ADDITIONAL

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AGGREGATE

ALUMINUM

ALTERNATE(ING)

APPROXIMATELY

AROUND

ASSEMBLY

AMERICAN SOCIETY FOR

TESTING MATERIALS

BACK TO BACK

BITUMINOUS

BOTTOM FACE

BUILDING

BLOCKING

BEAM

BOTTOM OF DECKING

BOTTOM

BEARING

BOTH SIDES

BASEMENT

CHAMFER

CAST IN PLACE

CIRCUMFERENTIAL

CONSTRUCTION JOINT

CENTERLINE

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNITS

COLUMN

COMPRESSIBLE

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COURSE(S)

COATING

CENTER(ED)

CUBIC FEET

DEGREES

DETAIL

DIAMETER

DIAGONAL

DIMENSION(S)

DEAD LOAD

DITTO

DRAWING

DOWEL(S)

EACH

EXPANSION BOLT

EACH END

EACH FACE

ELEVATION

ENGINEER

EDGE OF DECK

EDGE OF SLAB

EQUAL(LY)

EACH SIDE

EACH WAY

EXPANSION JOINT

EXISTING

EXTERIOR

CONCRETE COMPRESSION STRENGTH

MASONRY COMPRESSIVE STRENGTH

FABRICATE(D)(OR)

FLOOR DRAIN

FOUNDATION

FAR FACE

FINISH(ED)

FLOOR

FIBERGLASS REINFORCED PLASTIC

FAR SIDE

FEET/FOOT

FOOTING

FIELD VERIFY

GAGE

GALVANIZED

GRADE

GROUT

GRATING

HEADED ANCHOR STUD

HEADED CONCRETE ANCHOR

HORIZONTAL

HIGH POINT

HANDRAIL

IN ACCORDANCE WITH

INSIDE DIAMETER

INSIDE FACE

INCH

INFORMATION

INSULATION

INTERIOR

INVERT

ISOLATOR, ISOLATION

JOINT

JOINT FILLER

STRUCTURAL ANGLE

LADDER

LB(S)

LF

LG

LLH

LLV

LNTL

LOC

LONG

LP

LT

LW

MAS

MATL

MAX

MB

MCJ

MECH

MEMB

MFR

MIN

MISC

MO

MTL

NF

NIC

NOM

NS

NSG

NTS

NW

OC

OD

OF

OPNG(S)

OPP

OPP HD

OPT

OVS

PCF

PJF

PL

PNL

PC

PRMLD

PROJ

PSF

PSI

PVC

PVMT

QUAN

R

RAD

RD

REF

REINF

REQD

REV

RFG

RLG

RO

RT

SECT

SHT

SIM

SLNT

SLV

SOG

SP

SPEC(S)

SQ

SST

STD

STIF

STIR

STL

STRUC

SYM

SWP

T T/ T&B

TECH

TF

THD

THK

THRU

TOC

TOF

TOJ

TOM

TOPG

TOS

TOW

TYP

UNO

UT

VB

VERT, V

VIF

W/ W/O

WEA

WP

WPG

WS

WWF

POUND(S)

LINEAL FEET

LONG

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LINTEL

LOCATION/LOCATED

LONGITUDINAL

LOW POINT

LEFT

LIGHT WEIGHT

MASONRY

MATERIAL

MAXIMUM

MACHINE BOLT

MASONRY CONTROL JOINT

MECHANICAL

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL

NEAR FACE

NOT IN CONTRACT

NOMINAL

NEAR SIDE

NON-SHRINK GROUT

NOT TO SCALE

NORMAL WEIGHT

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING(S)

OPPOSITE

OPPOSITE HAND

OPTIONAL

OVERSIZED

POUNDS PER CUBIC FEET

PREMOLDED JOINT FILLER

PLATE

PANEL

PRECAST

PREMOLDED

PROJECTION

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

PAVEMENT

QUANTITY

RISER(S)

RADIUS

ROOF DRAIN

REFERENCE/REFER

REINFORCE(D, ING)

REQUIRED

REVISION

ROOFING

RAILING

ROUGH OPENING

RIGHT

SECTION

SHEET

SIMILAR

SEALANT

SLEEVE

SLAB ON GRADE

SPACE(S)(ED)

SPECIFICATION(S)

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STIRRUP

STEEL

STRUCTURE(S)(URAL)

SYMMETRICAL

SLAB WORK POINT

TREAD(S)

TOP OF

TOP AND BOTTOM

TECHNICAL

TOP FACE

THREADED

THICK, THICKNESS

THROUGH

TOP OF CONCRETE

TOP OF FOOTING

TOP OF JOIST

TOP OF MASONRY

TOPPING

TOP OF STEEL

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

ULTRASONIC TESTING

VAPOR BARRIER

VERTICAL

VERIFY IN FIELD

WITH

WITHOUT

WEDGE TYPE EXPANSION ANCHOR

WORKING POINT

WATERPROOFING

WATERSTOP

WELDED WIRE FABRIC

A B C

D E F

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

(TYP)

9' - 2" +/- 2' - 10" +/-

EXIST 8" CMU WALL

TO BE REMOVED

(TYP)

APPROXIMATE LIMITS

OF SLAB DEMO

(TYP)

(TYP)

9' - 2" +/-

/8

/8

/8

/8

/8

2' - 0"

(TYP)

4' - 10" +/-

EXIST WALL FOOTING

REMOVE ONLY WHERE REQD

(T Y

P

4' - 7" +/-

/2

2' - 8"

11' - 4" 3' - 3" 5' - 0" 5' - 0" 10' - 0" 10' - 0" 5' - 0" 6' - 6" 18' - 6" 5' - 0" 5' - 0" 20' - 0" 5' - 0" 5' - 3 3/8" 11' - 0 5/8" 4' - 4" 8"

5' - 1" +/- 5' - 1" +/-

5' - 11" +/-

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"0 /2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-2

DEMOLITION PLAN

3/16" = 1'-0"

EXISTING FLOOR SLAB DEMOLITION PLAN

N

A B C

D E F

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

/8

/8

/8

/8

/8

2' - 0"

5'-6" SQ x 1'-2" THICK

CONC FOOTING, REINF

W/ #4@6 EW T&B (TYP @ ALL

INTERIOR COLUMNS, UNO)

5'-6" x 2'-0" x 1'-6" THICK

CONC FOOTING, REINF

W/ #4@6 EW T&B (TYP @ ALL

EXTERIOR COLUMNS, UNO)

EXIST COL FTG

(TYP)

EXIST WALL FTG

(TYP)

EXIST 12" CMU FDN WALL

(TYP)

EXIST COL PIER

(TYP) HSS 6x6x1/2 POST

(TYP) AT 23 LOCATIONS

S-6

B

S-6

A

(TYP)

(TYP)

UNO

2' - 9"

UNO

2' - 9"

REMOVE PORTION OF EXIST FTG

FLUSH W/ INSIDE FACE OF CMU WALL

TO ACCOMODATE NEW COL FTG

(DO NOT REMOVE ANY PORTION OF

EXIST COLUMN FOOTING) (TYP)

EXIST 12" CMU FDN WALL

(TYP)

S-6

/2

2' - 8"

11' - 4" 3' - 3" 5' - 0" 5' - 0" 10' - 0" 10' - 0" 5' - 0" 6' - 6" 18' - 6" 5' - 0" 5' - 0" 20' - 0" 5' - 0" 5' - 3 3/8" 11' - 0 5/8" 4' - 4" 8"

6'-6" SQ x 1'-4" THICK

CONC FOOTING, REINF

W/ #5@6 EW T&B

6'-0" x 2'-0" x 1'-6" THICK

CONC FOOTING, REINF

W/ #4@6 EW T&B

7'-0" x 2'-0" x 3'-3" THICK

CONC FOOTING, REINF

W/ #4@6 EW T&B

7'-0" x 2'-0" x 3'-3" THICK

CONC FOOTING, REINF

W/ #4@6 EW T&B

3' - 0" 3' - 0"

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"0 /2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-3

FOUNDATION PLAN

3/16" = 1'-0"

FOUNDATION PLAN

A B C

/2

D E F

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

A B C D E F

4.9

F1

/8

/8

/8

/8

/8

11"

HSS 6x6x1/2 POST

(TYP)

NOTE: SEE ARCH DWGS FOR

NEW STAIRS UP TO

MEZZANINE.

S-6

APPROXIMATE LIMITS

OF SLAB REPLACEMENT

(TYP) SEE NOTE 1

(TYP)

9' - 2" +/-

(TYP)

4' - 10" +/-

(T Y

P

12' - 2" +/- 3' - 10" +/- 7' - 3" +/-

(TYP)

9' - 2" +/-

(T Y

P

2' - 8"

11' - 4" 3' - 3" 5' - 0" 5' - 0" 10' - 0" 10' - 0" 5' - 0" 6' - 6" 18' - 6" 5' - 0" 5' - 0" 20' - 0" 5' - 0" 5' - 3 3/8" 11' - 0 5/8" 4' - 4" 8"

5' - 11" +/-

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"0 /2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-4

FIRST FLOOR PLAN

3/16" = 1'-0"

FIRST FLOOR PLAN

N

NOTES:

1. NEW CONC SLAB TO HAVE #4@12 REINFORCMENT EW.

E/W BARS TO BE LOCATED ABOVE N/S BARS (TYP,UNO)

A B C

D E F

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

W12X50W12X50 W12X87 W12X50 W12X50

W

X

W

X

W

X

W

X

W12X50 W12X50 W12X50 W12X50 W12X50 W18X106

W

X

W10X30

W10X30

W10X30

W10X30

W10X30

W10X30

W10X30

W10X30

W10X30

W

X

W

X

C10X30

W

X

W

X

W

X

C10X30

W

X

W

X

W

X

C10X30

W

X

W

X

W

X

C10X30

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

C

X

W10X30

C

X 0W10X30

W

X

W10X30

S-6

S-6

(TYP)

1' - 6"

/8

/8

S

P

/8

S

P

/8

L4x4x3/8 (TYP)

S-6

Sim

S-6

Sim

(T Y

P

S-6

C

S-6

S-6

Sim

S-6

Sim

2' - 0" 4' - 8"

6 1/4"

GUARDRAIL

(TYP)

3 1/2" CONC SLAB W/

WWF 4x4 - W2.9xW2.9

ON 1 1/2" MTL DECK

(DECK F1) TOTAL DEPTH = 5"

/2

3' - 3"

5' - 0"

S-6

W

X

4' - 8"

3 1/2" CONC SLAB W/

WWF 4x4 - W2.9xW2.9

ON 1 1/2" MTL DECK

(DECK F1) TOTAL DEPTH = 5"

S-7

A

S-7

B

S-7

D

S-7

C

(TYP @ W10)

(TYP @ W12)

7 SP @ 5'-0" = 35' - 0" 6' - 6" 3' - 6" 10 SP @ 5'-0" = 50' - 0" 5' - 3 3/8" 16' - 0 5/8"

ADDL BARS #4 x 6'-0" LONG @ 12" OC.

CENTER ON W12 BM W/ 1" CLEAR

FROM TOP OF SLAB

S-7

D Sim

S-7

C Sim

S-7

D Sim

(NOTE 1)

NOTES:

1. PROVIDE 3/4" MAX CAMBER IN BEAM.

2. = MOMENT CONNECTION

HVAC EQUIP PAD

SEE DTL G/SD-1.

COORDINATE SIZE &

LOCATION W/ EQUIP MFR

OPNGS IN MEZZANINE

FLOOR SLAB & EQUIPMENT PAD.

SEE HVAC DWGS. COORDINATE

SIZE & LOCATION W/ EQUIPMENT MFR.

PROVIDE FORMS FOR OPNGS. DO NOT

CUT DECK BEFORE CONCRETE HARDENS

STAIRS, SEE ARCH DWGS

STAIRS, SEE ARCH DWGS

S-7

G Sim

(TYP, UNO)

S-7

D Sim

S-7

G Sim

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"0 /2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-5

MEZZANINE PLAN

3/16" = 1'-0"

MEZZANINE PLAN

S-6

VARIES, SEE PLAN VARIES, SEE PLAN

CL

V A

R

IE

S S

E E

P L

A N

V A

R

IE

S S

E E

P L

A N

C L

NEW CONC FTG

VARIES, SEE PLAN VARIES, SEE PLAN

CL

C L

REMOVE PORTION OF EXIST FTG

FLUSH W/ INSIDE FACE OF CMU WALL

TO ACCOMODATE NEW COL FTG

(DO NOT REMOVE ANY PORTION OF

EXIST COLUMN FOOTINGS) CONSULT

ENGINEER IF SPACE DOES NOT

ALLOW FOR REQD FOOTING SIZE &

LOCATION SHOWN ON DWGS

EXIST 12" CMU WALL

S-6

FIRST FLOOR

0.00

HSS6x6

VARIES

S-6

6" COMPACTED FILL

1/2" PJF & SEALANT

ALL AROUND EXIST 6" CONC SLAB

(4) 5/8" DIA AB'S W/ 6" MIN EMBED

SEE NOTE 2

INTERIOR

FOUNDATION

-1.33

(REMOVE & REPLACE EXIST FLOOR SLAB)

9' - 2" +/- (TYP, UNO)

V A

R

IE

S

REINF VARIES, SEE PLAN

VARIES

N S

G

C L

DWLS #4@12, EMBED 4 1/2"

W/ EPOXY ADHESIVE (TYP)

#4@12

EW

(TYP)

LAP SPLICE

MEZZANINE

12.00

POUR STOP

L5x5x1/4 CONT

L4x4

EXIST STL COL

C10

W10

W12

POUR STOP

L5x5x1/4 @

3 SIDES OF COL

1"

PL 1/4x5x5

3/16

3/16

3/16

3/16

3/16

1" GAP

COPE FLANGES OF W12 TO SUIT

MEZZANINE

12.00

POUR STOP

L5x5x1/4 CONT

L4x4

W12

3 1/2" CONC SLAB

ON 1 1/2" STL DECK

W10

HSS6x6

1" GAP

3/16

MEZZANINE

12.00

POUR STOP

L5x5x1/4 CONT

W10W12

GUARDRAIL

6 5/8"

5/8" DIA x 1'-6" LG DEFORMED BAR ANCHOR

(INSTALL IN FIELD) PROVIDE 2 @ 6" OC

AT EACH RAIL POST

C

S-6

S-6

(TYP)

1"

C10

W

L x

W

L x

L x x /8

L x x /8

W12W12

HSS6x6

(TYP)

W

PER PLAN PER PLAN

L x x /8

L x x /8

LOCATE TO SUIT EXIST

FIRST FLOOR

0.00

EXTERIOR

FOUNDATION

-3.33

HSS6x6 W/

3/4" BASE PL

6" COMPACTED FILL

1/2" PJF ALL

AROUND

(4) 5/8" DIA AB'S W/ 6" MIN EMBED

SEE NOTE 2

EXIST WALL FTG

EXIST 12" CMU FDN WALL

EXIST CONC FILL

S-6

Sim

5' - 2"

COMPACTED FILL

V A

R

IE

S

V A

R

IE

S

ROUGHEN (TYP)

BOND BREAKER

3' - 10" 1' - 4"

REINF VARIES, SEE PLAN

8"

N S

G

DWLS #4@12, EMBED 4 1/2"

W/ EPOXY ADHESIVE

#4@12 EW

C L

LAP SPLICE

6" 6"

4 1/2"4 1/2"

/2

/2

3/16

HSS6x6

PL 1x12x1'-0" W/

(4) 15/16" DIA

HOLES FOR 5/8"

DIA AB'S (TYP)

SEE NOTE 1

NOTES:

1. PROVIDE 1 1/8" THICK PLATE AT

COLUMN E2-4.2

FIRST FLOOR

0.00

INTERIOR

FOUNDATION

-1.33

EXIST 6" CONC SLAB

6" CONC SLAB

INFILL

(REMOVE & REPLACE EXIST FLOOR SLAB)

2' - 10" +/-

EXIST 8" CMU WALL

DEMOLISH DOWN TO TOP OF FTG

EXIST FTG TO REMAIN

(DEMOLISH AT ONE LOCATION

WHERE NOTED ON PLAN)

COMPACTED

FILL

2' - 0"

ROUGHEN (TYP)

LAP SPLICE

DWLS #4@12, EMBED 4 1/2"

W/ EPOXY ADHESIVE (TYP)

#4@12

C L

MEZZANINE

12.00

POUR STOP

L5x5x1/4 CONT

W10

W18

GUARDRAIL

6 5/8"

5/8" DIA x 1'-6" LG DEFORMED BAR ANCHOR

(INSTALL IN FIELD) PROVIDE 2 @ 6" OC

AT EACH RAIL POST

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 indicated0 /2

/2

:4

:1

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-6

SECTIONS AND DETAILS

3/4" = 1'-0"S-3

A INTERIOR FOOTING DETAIL

3/4" = 1'-0"S-3

B EXTERIOR FOOTING DETAIL

1" = 1'-0"S-6

2 SECTION

1" = 1'-0"S-5

5 SECTION

1" = 1'-0"S-5

6 SECTION

1" = 1'-0"S-5

7 SECTION

3/4" = 1'-0"S-5

C DETAIL

1" = 1'-0"S-6

3 SECTION

3" = 1'-0"S-6

4 SECTION

1" = 1'-0"S-3

1 SECTION

1" = 1'-0"S-5

8 SECTION

NOTES:

2. ANCHOR BOLTS TO BE 5/8" DIA W/ NUT & WASHER AT TOP

AND NUT & 3"x3" PLATE WASHER AT BOTTOM. PROVIDE 9"

EMBEDMENT INTO FOOTING.

/2

(TYP)

2"

1/4"

5/8" DIA BOLTS

(TYP)

PL 1/4x6 1/2x9 1/2

W10

PL 1/4x3x6

3/16

3/16

(TYP)

3/16

3/16

3/16

(TYP) 3

SIDES

HSS6x6

CL

PL 1/4x6 1/2x3 1/4

(T Y

P

/2

(T Y

P

(TYP)

2"

1/4"

5/8" DIA BOLTS

(TYP)

PL 1/4x8x9 1/2

W12

PL 1/4x3x9 W/

(3) 5/8" DIA BOLTS

3/16

3/16

(TYP)

3/16

3/16

(TYP) 3

SIDES

HSS6x6

CL

PL 1/4x8x3 1/4

5/8" DIA BOLTS

(TYP)

W12

1/4

HSS6x6

PL 1 1/8x8x11

(T Y

P

(T Y

P

3 1/4" 6 1/4"

/4

/4

PL 1/4

W10

HSS6x6 BELOW

1 1/4"CL

C L

(T Y

P

(T Y

P

3 1/4" 6 1/4"

PL 1/4

W12

HSS6x6 BELOW

1 1/4"

CL

C L

5 1/2" 5 1/2"

PL 1 1/8

W12

HSS6x6 BELOW

CL

C L

4 1/4"4 1/4"

TYPICAL BEAM-TO-BEAM SHEAR CONNECTIONS

SIZE

VERT LOAD

(ASD)

MIN # OF

BOLT ROWS

C10x30

W10x30

10K

15K

P E

R T

A B

L E

O

F R

O W

S O

F B

O L

T S

MIN 1/4" THICK

V

NOTE:

1. ALL BEAM AND GIRDER CONNECTIONS TO BE

DESIGNED BY FABRICATOR'S ENGINEER. SEE

SCHEDULE FOR CONNECTION LOADS.

W BM

TYPICAL BEAM-TO-COLUMN SHEAR CONNECTIONS

SIZE

VERT LOAD

(ASD)

MIN # OF

BOLT ROWS

W10x30

W12x50

(TYP, UNO)

W18x106

15K

24K

40K

MIN 1/4" THICK

NOTE:

1. ALL BEAM AND GIRDER CONNECTIONS TO BE

DESIGNED BY FABRICATOR'S ENGINEER. SEE

SCHEDULE FOR CONNECTION LOADS.

W BM

HSS6x6

8 1/2" 8 1/2"

/4

/4

PL 1 1/2

W12

HSS6x6 BELOW

CL

C L

W10

END PL 5/8

PL 5/8

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

5/8" DIA BOLTS

(TYP)

W12

1/4

HSS6x6

PL 1 1/2x8 1/2x1'-5"

W10

END PL

HSS6x6

W12

W10

PL 1 1/2

PL 5/8PL 5/8

1/4 1/4 6

1/4 6

1/4

AT T&B

FLANGES

NOTE: SEE SECT 4/-

FOR PARTS NOT NOTED

5/8" DIA BOLTS W/ NUT (TYP)

IN STD HOLES

(T Y

P

1/4

EA FLANGE

T&B

5/8" DIA BOLTS

(TYP)

W12

1/4

HSS6x6

PL 1/2x8x11"

W10 W12

HSS6x6

STIF PL 3/8 AT INNER

FACE WHERE NO

FRAMING BEAM EXISTS

5 1/2" 5 1/2"

PL 1/2

W12

HSS6x6 BELOW

CL

C L

4 1/4"4 1/4"

3/16

3/16

TYP @ WEB &

FLANGES

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" = 1'-0"0 /2

/2

:4

:2

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

S-7

STEEL FRAMING DETAILS

_ 3" = 1'-0"

1 SECTION - MOMENT CONNECTION

_ 3" = 1'-0"

2 SECTION - MOMENT CONNECTION

_ 3" = 1'-0"

3 SECTION - MOMENT CONNECTION

3" = 1'-0"S-5

A DETAIL - MOMENT CONNECTION

3" = 1'-0"S-5

B DETAIL - MOMENT CONNECTION

3" = 1'-0"S-5

C DETAIL - MOMENT CONNECTION

1 1

2 2

3 3

_ 3" = 1'-0"

E DETAIL - SHEAR CONNECTIONS - BEAM TO BEAM

_ 3" = 1'-0"

F DETAIL - SHEAR CONNECTIONS - BEAM TO COLUMN

3" = 1'-0"S-5

D DETAIL - MOMENT CONNECTION

_ 3" = 1'-0"

4 SECTION - MOMENT CONNECTION

4 4

_ 3" = 1'-0"

5 SECTION - MOMENT CONNECTION

_ 3" = 1'-0"

G DETAIL - TYPICAL CAP PL CONNECTIONS

6 6

SECTION 6-6

ALTERNATE DETAIL

6 6

T

(2

M A

X

T /4

1/4" MAX

TOOLED OR SAW CUT JOINT,

FILL W/ BACKER ROD & SEALANT

CONC SLAB

T = SLAB THICKNESS

#4@12 DOWELS

AT PERIMETER

DIMENSIONS OF PAD AS REQD TO SUIT

EQUIP (4" MIN HEIGHT UNLESS PAD

#4@12

EW

BASE PLATE BY

EQUIP MFR

MIN 1" GROUT

GROUTED SLEEVE

ANCHOR BOLT SIZE,

NUMBER AND LOCATION

TO BE SUPPLIED

/3

L E

N G

T H

(6

M A

X

L E

N G

T H

A S

R E

Q D

B Y

E Q

U

IP

M F

R O

R M

IN

W H

IC

H

E V

E R

I S

G R

E A

T E

R

BEND AS REQD

IS CAST INTEGRALLY WITH SLAB)

12" MIN

(TYP)

C ANCHOR BOLTL

3" MIN

BY EQUIP MFR

WATERPROOFING

WHERE APPLICABLE

T/ EQUIP PAD

TOP OF SLAB OR FNDN

CONC STRUC ELEMENT

N E

W I

N F

IL

L

W A

L L

E X

IS

T

W A

L L

HOHMANN & BARNARD PTA 420 ANCHOR

(GALV) @ 32" OC, CONN TO EXIST LINTEL

BOND BM W/ 2-#4 AT TOP OF WALL

#4@16 VERT REINF IN GROUTED CORES

9 GA HOR JT REINF @ 16" OC, UNO

(ATTACH INTO EXIST CMU WALL W/

9 GA WIRE ANCHORING SYSTEM)

BOND BM W/ 1-#4

VERT DWL. MATCH SIZE & SPACING OF VERT

REINF IN WALL. EMBED 6" INTO EXIST CONC

W/ EPOXY ADHESIVE, UNO

BOND BM W/ 1-#4 AT TOP OF EACH GROUT

LIFT (TYP)

3"x3" MIN CUT MASONRY INSPECTION

& CLEANOUT HOLE AT REINF (REQD

FOR GROUT POUR HEIGHTS GREATER

THAN 4 FEET)

P R

O J

L A

P

G R

O U

T L

IF

T

G R

O U

T L

IF

T

P R

O J

L A

P

NEW CMU WALL, THICKNESS TO MATCH EXIST

END POSTAT HORIZONTAL SURFACE AT STAIR

CONTINUOUS

TOP RAIL

RAILS & POSTS

TOEBOARD

UON

GUARDRAIL POST

MOUNTING DETAIL

SEE DET J/-

WALKING

SURFACE

1.

/4

M A

X

TOEBOARD SHALL BE PROVIDED UNLESS SPECIFICALLY NOTED

OTHERWISE ON PLANS OR IN SPECS. TOEBOARD NOT REQUIRED

WHEN CONCRETE CURBS 4" OR HIGHER ARE PROVIDED.

UON

TOEBOARD

CONTINUOUS POST

AT MAX 3'-8" OC

SPACING TYP

AS SPECIFIED

RAILS & POSTS

TOP RAIL

CONTINUOUS

SURFACE

WALKING

1'-0"

(TYP)

2" (MIN)

E

Q U

A L S

P A

C E

S

1'-0" T

T = TYP TREAD LENGTH

CONTINUOUS POST

AT MAX 3'-8" OC

SPACING TYP

AS SPECIFIED

GUARDRAIL POST

MOUNTING DETAIL

SEE DET J/- (TYP)

4 1/2"

/2

C L

FIELD DRILL

HOLES IN ANGLE

FOR SST BOLTS

MOUNTING

BRACKET

1"

POST

2 1/2" (TYP)

CL

STL ANGLE

STL ANGLE

C L

2 1/2" (TYP)

/2

STL ANGLE

POST

4 1/2"

LC

MOUNTING

BRACKET -

WELDED TO PIPE

SLEEVE

WELD 1/4"

CLOSURE

PLATE TO

SLEEVE

CLOSE FITTING PIPE

SLEEVE MAX I.D. = O.D.

OF POST + 1/8"

FIELD DRILL

HOLES IN ANGLE

FOR SST BOLTS

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 indicated0 /2

/2

:4

:2

A

M

RENOVATE FACILITY FOR AFE BUILDING 411G. HOLBROOK

B. BENNETT

J. ZANOTTI

SD-1

STANDARD DETAILS

DETAIL

1" = 1'-0"

F

TOOLED CONTROL JOINT

DETAIL

1" = 1'-0"

E

EQUIPMENT PAD

DETAIL

1/2" = 1'-0"

A

TYPICAL CMU WALL REINFORCING

DETAIL

1" = 1'-0"

B

GUARDRAIL

DETAIL

1" = 1'-0"

C

SIDE MOUNTED GUARDRAIL

DETAIL

1" = 1'-0"

D

REMOVABLE SIDE MOUNTED GUARDRAIL

1. HVAC EQUIPMENT, DUCTWORK AND PIPING SYSTEM LAYOUTS ARE DIAGRAMMATIC AND

INTENDED TO SHOW PIPING AND DUCT BASIS OF DESIGN. IF THE CONTRACTOR PROPOSES TO

FURNISH EQUIPMENT THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT

INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT

TO THE ENGINEER FOR APPROVAL, DETAILED ARCHITECTURAL, STRUCTURAL, PLUMBING, HVAC

AND ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND

EMBODYING ALL FEATURES OF THE EQUIPMENT HE PROPOSES TO FURNISH. THIS INFORMATION

SHALL INCLUDE BUT NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF ALL

APPURTENANCES REQUIRED. SUCH CHANGES IF APPROVED BY THE ENGINEER SHALL BE AT

NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL ASSUME THE COST OF, AND THE

RESPONSIBILITY FOR SATISFACTORILY ACCOMPLISHING ALL THE NECESSARY CHANGES

CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED

INCLUDING CHANGES TO ALL OTHER TRADES TO SATISFACTION OF ENGINEER. REFER TO

SPECIFICATIONS FOR FURTHER DETAILS.

2. THE CONTRACTOR SHALL PROVIDE A METHOD OF PROCEDURE PER THE REQUIREMENTS OF

SPECIFICATION SECTION 01040 AND A SCHEDULE PER THE REQUIREMENTS OF SPECIFICATION

SECTION 01050.

3. ALL WORK, INCLUDING BUILDING SERVICES AND UTILITY SHUTDOWNS, SHALL BE

COORDINATED AND SCHEDULED WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL REMOVE CONSTRUCTION DEBRIS AND ALL OTHER DEBRIS MADE

DURING THE WORK THEY HAVE COMPLETED, AT THE END OF EACH WORK DAY.

5. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED EQUIPMENT, CEILING, WALLS,

ETC. WHICH HAVE BEEN DAMAGED BY THE WORK OF THIS PROJECT AT NO COST TO THE

OWNER.

6. NOTED ELEVATIONS ARE GIVEN AS REFERENCE FOR THE INTENDED ROUTING OF SYSTEMS.

THE CONTRACTOR SHALL COORDINATE THE EXACT ROUTING. ALL WORK SHALL BE INSTALLED

WITH THE PROPER PITCH. COORDINATE WITH OTHER TRADES AND FIELD CONDITIONS TO

AVOID INTERFERENCES.

7. ACCESS DOORS SHALL BE INSTALLED IN DUCTS ADJACENT TO ALL FIRE DAMPERS, SPLITTER

DAMPERS, CONTROL DEVICES, ETC. PROVIDE FIRE OR FIRE/SMOKE DAMPERS IN ALL DUCTS

WHICH PENETRATE FIRE-RATED WALLS OR FLOORS. PROVIDE AND COORDINATE ACCESS

DOORS IN DRYWALL WITH GENERAL TRADE.

8. DUCT TRANSITIONS SHALL BE A MINIMUM OF FOUR TO ONE RATIO.

9. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL DUCTS, GRILLES, DIFFUSERS, ETC.

WITH THE LIGHTS, BEAMS, PIPING, ETC. PRIOR TO FABRICATION OF DUCTWORK. COORDINATE

WORK WITH OTHER TRADES AND EXISTING CONDITIONS. CONTRACTOR SHALL PROVIDE

OFFSETS AND TRANSITIONS AS REQUIRED AT NO COST TO OWNER. EXPOSED DIFFUSERS,

DUCTWORK AND PIPING IN SHALL BE PAINTED. REFER TO SPECIFICATIONS.

10. CONTRACTOR SHALL PROVIDE ALL OPENINGS IN THE STRUCTURE REQUIRED FOR WORK.

REFER TO ROUTINGS SHOWN ON PLAN DRAWINGS.

11. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE LOCATED OVER ELECTRICAL PANELS

OR THROUGH ELECTRICAL ROOMS.

12. COORDINATE ALL MOTOR SIZES, STARTERS, DISCONNECT SWITCHES, CONTROLS, ETC. WITH

ELECTRICAL CONTRACTOR PRIOR TO THE RELEASE OF ANY EQUIPMENT.

13. INSTALL TURNING VANES IN ALL 90° DUCT ELBOWS AND AT DUCT TEES. INSTALL AIR VOLUME

EXTRACTORS OR SPLITTER DAMPERS AT ALL BRANCHES TO MAIN DUCT CONNECTIONS.

14. ALL T-STATS SHALL BE MOUNTED IN LINE WITH CENTERLINE OF LIGHT SWITCH AT 48" A.F.F.

UNLESS OTHERWISE NOTED. VERIFY MOUNTING HEIGHT IS 48" PRIOR TO BALANCING SYSTEMS.

CONTRACTOR SHALL CALIBRATE ALL THERMOSTATS.

15. WHERE DUCTWORK AND PIPING PASS THROUGH RATED ASSEMBLIES THE CONTRACTOR

SHALL MAINTAIN INTEGRITY OF THE ASSEMBLIES USING U.L. APPROVED SEALING METHODS TO

MATCH RATING.

16. CONTRACTOR SHALL PROVIDE HIGH POINT VENTS AND LOW POINT DRAINS AS REQUIRED IN

FINAL ROUTING OF PIPING.

17. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

18. EXISTING GRADES, STRUCTURES, ELEVATIONS, PIPING AND UTILITIES ARE INDICATED IN

THEIR APPROXIMATE LOCATIONS ON THE PLANS; HOWEVER, THE INFORMATION IS NOT

GUARANTEED TO BE CORRECT AND/OR COMPLETE, HAVING BEEN PLOTTED FROM AVAILABLE

DRAWINGS, RECORDS AND SURVEYS. ALL SUCH DATA SHALL BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. THE EXISTENCE OF STRUCTURES,

PIPING, ETC. WHICH ARE NOT SHOWN AND WHICH MAY BE ENCOUNTERED WILL NOT BE A BASIS

FOR A CLAIM FOR EXTRA WORK.

19. THE ELEVATIONS ARE BELIEVED TO BE REASONABLY CORRECT, BUT DO NOT PURPORT TO

BE ABSOLUTELY SO, AND ARE PRESENTED ONLY AS APPROXIMATIONS.

20. CONTRACTOR SHALL PROVIDE CONCRETE PADS FOR INSTALLED EQUIPMENT.

HVAC GENERAL NOTESHVAC SYMBOLS

MANUAL VOLUME DAMPER

COMBINATION

FIRE/SMOKE DAMPER

-1.5(1-1/2HR RATED)

MOTOR OPERATED

DAMPER

DIRECTION OF FLOW

DUCT SIZE-FIRST

NUMBER IS SIDE SHOWN

DUCT SECTION,

POSITIVE PRESS. FIRST

NUMBER IS TOP

DUCT SECTION,

NEGATIVE PRESS.

FIRST NUMBER IS TOP

ELEVATION CHANGE

(R) RISE, (D) DROP

ACCESS DOOR

FLEXIBLE CONNECTION

FLEXIBLE DUCT

DUCT LINING

TRANSITION

TURNING VANES

SIDE MOUNTED

DEVICE

BOTTOM MOUNTED

DEVICE

R

AD

12X20

20X12 16X8

20X12

20X12

12X20

VD

HUMIDISTAT

PRESS. DIFF. W/

INDICATOR LIGHT &

REMOTE ALARM @ ATC

THERMOSTAT

STATIC PRESSURE SENSOR

AIRFLOW SWITCH

TO SPACE

FROM SPACE

1" U

60 CFM

UNDERCUT DOOR

20X12 LD OR DG

200 CFM

LOUVER DOOR OR

DOOR GRILLE

U

FS

SP

T

PD

H

TYPICAL TAG

_ _ - _ _ _ - _ _ X _ _

M

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE OR

EXHAUST AIR GRILLE

TRANSFER AIR GRILLE

GRILLE TYPE:

"R" = RETURN

"S" = SUPPLY

"T" = TRANSFER

"E" = EXHAUST

AIRFLOW IN CFM

SIZE

SIZE

ACCU

AD

AG

AHU

ALT

AP

ATC

AUTO

AUX

AVG

AIR COOLED CONDENSING UNIT

ACCESS DOOR

ABOVE GRADE

AIR HANDLING UNIT

ALTITUDE

ACCESS PANEL

AUTOMATIC TEMPERATURE CONTROL

AUTOMATIC

AUXILIARY

AVERAGE

A

BBD

BHP

BMS

BOT

BTU

BACK DRAFT SELF ACTING DAMPER

BRAKE HORSEPOWER

BUILDING MANAGEMENT SYSTEMS

BOTTOM

BRITISH THERMAL UNIT

B

CC CENTER TO CENTER

CENT CENTRIFUGAL

CL

CLG

COL

CTR

CENTER LINE

CEILING

COLUMN

CENTER

C

D TO DRAIN (NEAREST)

DG DOOR GRILLE

DIA DIAMETER

DISCH DISCHARGE

Ø DIAMETER

D

EUH ELECTRIC UNIT HEATER

EA EACH/EXHAUST AIR

EF EXHAUST FAN

ENT ENTERING

ELEC ELECTRICAL

ELEV ELEVATION

EMERG EMERGENCY

EXH EXHAUST

E

F FAHRENHEIT

FC FLEX CONNECTION

FD

FLR

FOB

FOT

FPVRT

FS

FIRE DAMPER/FLOOR DRAIN

FLOOR

FLAT ON BOTTOM

FLAT ON TOP

FAN POWERED VARIABLE VOLUME REHEAT

FLOW SWITCH

F

GA GAUGEG

HOA HAND OFF AUTO

HVAC HEATING VENTILATING & AIR

CONDITIONING

HZ HERTZ

H

ID INSIDE DIAMETER

IN INCHES

INSTR INSTRUMENT(ATION)

I

LAT LEAVING AIR TEMPERATURE

LBS

LWT

LVG

POUNDS

LEAVING WATER TEMPERATURE

LEAVING

L

M MOTOR

M

MBH THOUSAND BTU PER HOUR

MATL

MAX

MCA

MECH

MFR

MIN

MISC

MOCP

MATERIAL

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MAXIMUM OVER CURRENT PROTECTION

NC

NORMALLY CLOSED/ NOISE RATING

N NO

NORMALLY OPEN

NOM NOMINAL

NPT AMERICAN NATIONAL TAPER

PIPE THREAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

O

PH PHASE

PSI POUNDS PER SQUARE IN

PSIA PSI ABSOLUTE

PSIG PSI GAUGE

P

RA RETURN AIR

RF RETURN AIR FAN

REG REGISTER

RH RELATIVE HUMIDITY

RLA RUNNING LOAD AMPS

R

SA SUPPLY AIR

SD SUPPLY AIR DIFFUSER

SF SUPPLY AIR FAN

SCH SCHEDULE

SP STATIC PRESSURE

SPEC SPECIFICATION

SS STAINLESS STEEL

S

TD TEMPERATURE DIFFERENCE

TEMP TEMPERATURE

TOS TOP OF STEEL

TXV THERMAL EXPANSION VALVE

T

U HEAT TRANSFER COEFFICIENT

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

U

V VOLTS

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VRT VARIABLE VOLUME REHEAT

V

W/ WITH

W/O WITHOUT

WB WET BULB

W

HVAC ABBREVIATIONS

DB DRY BULB

DWG DRAWING

DX DIRECT EXPANSION COIL

CO CLEAN OUT

EAT ENTERING AIR TEMPERATURE

LV LOUVER

LRA LOCKED ROTOR AMPS

APD AIR PRESSURE DROP

ESP EXTERNAL STATIC PRESSURE

KW KILOWATTSK

OAT OUTSIDE AIR TEMERATURE

SENS SENSIBLE

WG WATER GAUGE

RPM REVOLUTIONS PER MINUTE

MCC MOTOR CONTROL CENTER

MTD MOUNTED

RG RETURN GRILLE

NOTE:

THIS IS A GENERAL LIST OF SYMBOLS AND

ABBREVIATIONS. NOT ALL ITEMS ARE SHOWN

HERE APPEAR ON THE CONTRACT 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

GTP 210-168

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

As indicated4 /2

/2

:4 :3

P

M

RENOVATE FACILITY FOR AFE BUILDING 411S TASCARELLA

G LUISI

H-1

HVAC SYMBOLS, ABBREVIATIONS, NOTES

AND SCHEDULES

VAV BOXES W/ REHEAT SCHEDULE

TAG AREA SERVED ACTUAL CFM MAX CFM MIN CFM

INLET SIZE

(IN) MAX APD REHEAT kW

NUMBER OF

STEPS V/PH/Hz MANUFACTURER & MODEL

VAV-1 A-115,A-116 500 700 210 8 0.36 3 2 208/1/60 TITUS DESV 300 OX 8

VAV-2 A-114 950 1200 360 10 0.43 5 2 208/1/60 TITUS DESV 300 OX 10

VAV-3 A-113 300 300 90 5 0.40 1.5 2 208/1/60 TITUS DESV 300 OX 5

VAV-4 A-112 850 1200 360 10 0.43 5 2 208/1/60 TITUS DESV 300 OX 10

VAV-5 A-110 100 200 60 4 0.39 1 2 208/1/60 TITUS DESV 300 OX 4

1. PROVIDE FACTORY WIRING TO THE CONTROLS AND REHEAT

COIL.

AIR HANDLING UNIT SCHEDULE

UNIT AREA SERVED CFM

MINIMUM OA

CFM TYPE

SUPPLY FAN COOLING SECTION HEATING SECTION ELECTRICAL

FILTER TYPE

SIZE WEIGHT (LBS)

MANUFACTURER

& MODEL REMARKSFAN TYPE ESP. IN WG

FAN SPEED

RPM BHP MOTOR HP COIL TYPE NOM. TONS

NET COOLING CAPACITY EAT (°F) LAT (°F)

OAT (°F)

NUMBER OF

COMPRESSORS

COMPRESSOR

TYPE

NUMBER OF

CONDENSER

FANS

REFRIGERANT

TYPE INPUT KW STAGES EAT (°F) LAT (°F) MCA MOCP V/PH/HzTOTAL MBH SENS MBH DB WB DB WB

RTU-1 A-111,A-112,A-113,A-114,

A-115,A-116

2700 255 ROOFTOP PLENUM 1.50 1768 1.75 2 CU/AL 6 75.5 63.8 76.9 63.4 54.7 53.6 95 1 MODULATING 1 R410A 15 2 63.4 81.0 61 70 208/3 2" MERV 8 860 AAON RN-006 1,2,3,4,5,6,7,8,9,10,11,12,13, 14,15

NOTES:

1. PROVIDE 6" HIGH ROOF CURB.

2. PROVIDE STAINLESS STEEL DRAIN PAN.

3. CONDENSING UNIT IS REMOTE OUTDOORS. DX COOLING TO 35 F.

4. PROVIDE INDEPENDENT REFRIGERATION CIRCUIT FOR EACH COMPRESSOR WITH INTERTWINED EVAPORATOR COILS IF MULTIPLE COMPRESSORS.

5. DIGITAL SCROLL COMPRESSORS.

6. PROVIDE ELECTRIC HEATING WITH 2 STAGES OR SCR CONTROLLER.

7. PROVIDE EC MOTOR OR VFD CONTROL FOR SUPPLY FAN.

8. MOUNT SUPPLY FAN ON 1 INCH DEFLECTION SPRING ISOLATORS.

9. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY PROVIDED, INTEGRAL, NON-FUSED DISCONNECT SWITCH.

10. PROVIDE AIR SIDE ECONOMIZER CONTROL WITH DUAL ENTHALPY SENSORS.

11. DOUBLE WALL 2" THICK INSULATED CABINET.

12. PROVIDE FACTORY MOUNTED, WIRED AND TESTED DDC CONTROL PANEL, SENSORS, AND CONTROLLED DEVICES WITH GATEWAY TO INTERFACE WITH THE BUILDING'S DDC SYSTEM.

13. PROVIDE FACTORY MOUNTED AND WIRED SMOKE DETECTOR AT SUPPLY AIR AND RETURN AIR CHAMBERS WITH AUXILIARY CONTACTS FOR SIGNAL TO FIRE ALARM PANEL.

14. DX HOT GAS REHEAT COIL FOR DEHUMIDIFICATION MODE.

15. RETURN AIR TEMPERATURE/ HUMIDITY SENSOR AND DISCHARGE AIR SENSOR.

SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE

TAG AREA SERVED

AIRFLOW FAN COOLING COIL HEATING COIL

V/PH/Hz BASIS OF DESIGN REMARKS

TOTAL CFM MIN OA TYPE ESP(IN WG) MOTOR

CAPACITY EAT LAT REFRIGERANT

TYPE

KW

HEAT COIL

EAT

HEAT COIL

LATTOTAL MBH SENS MBH DB(°F) WB(°F) DB(°F) WB(°F)

AHU-1 A-110 390 0 INTEGRAL 0.30 30W 12.0 10.3 75.0 62.5 55.0 54.0 R410A - - - 208/1/60 MITSIBISHI PKA-A126A

PUY-A12NHA

AIR COOLED CONDENSING UNIT SCHEDULE

Mark SERVES

TOTAL

CAPACITY

(MBH) REFRIG. TYPE

REFRIG. SAT.

COND. TEMP. (F)

CAPACITY

(MBH)

AMB. AIR TEMP.

NO. OF

CIRCUITS

COMPRESSORS COMPRESSOR FAN MOTORS ELECTRICAL

MANUFACTURER & MODEL REMARKSMAX. MIN. NO. LRA EACH RLA EACH NO.. RPM HP EACH V/PH/Hz MCA

ACCU-1 AHU-1 NOM. 1 TON R410A 50 12.0 95 35 1 1 - 12 1 - - 208/1/60 13 MITSUBISHI - PUY-A12NHA 3

ACCU-2 AHU-2 NOM. 6 TON R410A 50 65.3 95 35 1 1 - 16.9 1 1140 0.33 208/3/60 24 AAON CFA-006 1,2

DIFFUSER SCHEDULE

MARK SERVICE TYP E SIZE INLET (IN) MAX CFM MAX- APD NC MANUFACTURER MODEL #

SD-1 SUPPLY LAY-IN 24"X24" 6 100 0.1 17 TITUS TDCA

SD-2 SUPPLY LAY-IN 24"X24" 8 200 0.1 21 TITUS TDCA

SD-3 SUPPLY LAY-IN 24"X24" 10 335 0.1 22 TITUS TDCA

RG-1 RETURN LAY-IN 24"X24" 6 100 0.1 17 TITUS TDCA

RG-2 RETURN LAY-IN 24"X24" 8 200 0.1 20 TITUS TDCA

RG-3 RETURN LAY-IN 24"X24" 10 320 0.1 22 TITUS TDCA

RG-4 RETURN LAY-IN 24"X24" 12 500 0.1 24 TITUS TDCA

NOTES:

1. SINGLE POINT POWER NON-FUSED DISCONNECT.

2. 115VAC CONVEINIENCE OUTLET- FACTORY WIRED.

3. ACCU-1 PROVIDES POWER TO AHU-1.

AHU-2

NOTES:

1. AHU-1 IS POWERED FROM ACCU-1

A B C D E F

4.9

F1

MENS

E-104

MENS LOCKER

ROOM

E-105

MECHANICAL

ROOM

E-106

PARTS CLEANING

E-107

BREAK/TRAINING

E-108

Unoccupied

E-109

VEST

E-110

JC

E-111

1 2

1 2

1 2

1 2

1 2

1 2

1 2

1 2

1 2

R1-200-12X6

R1-200-12X6 S1-200-8

1 2

S1-200-8

1 2

E1-125-8X8

S1-100-6

U

25 CFM

U

50 CFM

1 2

E1-325-10X10

S1-250-10

R1-300-12X8

S2-300-12X8

S1-170-8

R2-0-24X24

R2-800-14X12

1 2

T2-170-18X18

S1-440-10

S1-440-10

3U

80 CFM

4 E1-50-6X6

1 2

T1-75-8X8

1 MEASURE EXISTING AIRFLOWS FOR ALL

SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR

PRIOR TO DEMOLITION AND SUBMIT TO

CONTRACTING OFFICER FOR USE AFTER NEW

WORK IS INSTALLED. THIS PLAN DOES NOT

SHOW ALL GRILLES. BALANCER SHALL LOCATE

AND RECORD ALL EXISTING FLOWS AS PART OF

ESTABLISHING EXISTING CONDITIONS.

EXISTING GRILLE TO REMAIN. AIR FLOWS

INDICATED ARE LAST KNOWN AIR FLOWS AND

SHALL BE INCLUDED ON BALANCING REPORT

FOR EXISTING CONDITIONS PRIOR TO

DEMOLITION. NOT ALL DEVICES ARE SHOWN,

HOWEVER BALANCER SHALL LOCATE AND

RECORD ALL DEVICES.

AIRFLOW SHOWN IS ASSUMED TO BALANCE

ROOM.

BALANCER SHALL LOCATE AND MEASURE

PRESUMED GRILLE IN THIS AREA AND RECORD

AIRFLOW ON BALANCING REPORT FOR

EXISTING CONDITIONS.

EXISTING PARTS CLEANING HOOD AND FAN

ASSUMED TO BE ABANDONED IN PLACE WITH

DORMANT RETURN GRILLE AT CEILING TO

REMAIN.

KEYED NOTES

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

:4 :4

P

M

RENOVATE FACILITY FOR AFE BUILDING 411S TASCARELLA

G LUISI

Checker

H-2

HVAC PLAN - EXISTING

3/16" = 1'-0"

1 HVAC FLOOR PLAN - EXISTING

N

3/16" = 1'-0"

10'6'2' 4'

SCALE:

SEWING

FABRICATION

A-109

OXYGEN TESTING

A-108

BREAK ROOM

A-107

EXISTING

MECHANICAL

E-106

NVG TESTING

A-105

MEN'S

A-104

WOMEN'S

A-102

NVG HELMET

STORAGE

A-101

CLASSROOM

TRAINING

A-112

CHEM WARFARE

TESTING

A-113

PARACHUTE

ROOM

A-114

MANAGER

A-116

VESTIBULE 'B'

A-104A

VESTIBULE 'A'

A-102A

HIGH BAY

A-100

U

15 CFM

U

60 CFM

U

15 CFM

U

30 CFM

U

30 CFM

U

15 CFM

OFFICE

A-115

SKL ROOM

A-110

DATA

A-111

JANITORS

A-103

U

45 CFM

U

60 CFM

V A

V

-2 VAV-3

VAV-4

VAV-5

SD-2

8" NECK

120 CFM

TYP OF 3

SD-2

8" NECK

150 CFM

RG-2

8" NECK

135 CFM

RG-3

10" NECK

320 CFM RG-4

12" NECK

445 CFM

TYP OF 2

SD-2

8" NECK

160 CFM

TYP OF 6 RG-3

10" NECK

285 CFM

SD-2

8" NECK

150 CFM

TYP OF 2

SD-3

10 " NECK

215 CFM

TYP OF 4

SD-1

6 "

100 CFM

RG-4

12" NECK

365 CFM

TYP OF 2

RG-1

6" NECK

85 CFM

A B C

D E F

AHU-1

ACCU-1

VAV-1

10"x8"

"x

10"x8"

"x

14"x12"

10"ø

14"x14"

14"x14"14"x16"

8"ø

10"ø

10"ø

6"x6"

8"x14"

6"x12"

8"ø

14"x14" 16"x14"

"x

12"x16"

6"x12"

8"ø

8"x14"

12"ø

12"x8"

10"ø

8"ø

8"x12"

8"ø

8"ø 6"x12"

10"ø

8"ø 8"ø

8"x12" 6"x12" 8"ø

8"ø

BOTTOM TAP

5"ø

10"ø

8"ø

30" X 14" SA TO ABOVE.

TRANSITION TO AHU-2.

30" X 14" RA TO ABOVE.

TRANSITION TO AHU-2.

10"x14"

16"x12"

10"x12"

10"ø

10"ø

REQUIRED

CLEARANCE (TYP)

ACCU-2

8"ø

CONCRETE PAD WITH EQUIPMENT

RAILS. COORDINATE WITH

ARCHITECTURAL. SEE DETAIL B ON H-5.

5 4

5 5

PROVIDE EQUIPMENT

RAILS. SEE DETAIL B ON H-5.

VD

VDVD

VD

VD

VD

VD

VD

VD

VD

VDVD VD

VD

VD

VD

VD VD

VD

VD

VD

VD

VD

VD

VD

VD

VD VD

VD

VD

VD

VD

T

T

T

T

T T

SP

S1-250-10

R2-250-10

T2-170-18X18

S1-240-10

R2-240-14X12 R2-600-12X12

S1-300-10 S1-300-10

1 COORDINATE WITH ELECTRICAL DRAWINGS

FOR LOCATION OF HVAC EMERGENCY SHUT

OFF SWITCH.

RE-BALANCE EXISTING GRILLE TO MATCH

AIRFLOW PRIOR TO DEMOLITION.

GRILLE LOCATION NOT SHOWN. RE-BALANCE