Attachment 1 - JLSQ192007_ADAL B107 G-ASNT_Final Drawings.pdf

PROJECT SITE

C o n t r a c t D r a w i n g s F o r I N D E X O F D R A W I N G S

INDEX OF DRAWINGS

SHEET # DESCRIPTION

B-3 ISSUED FOR BID

ADAL B107 G-ASNT

PITTSBURGH

INTERNATIONAL

AIRPORT

Project No. JLSQ192007 Contract No. W912KC20F0026

Date: 11/19/2021

00- GENERAL (G)

G-000 COVER SHEET

G-001 CODE ANALYSIS

G-002 CODE COMPLIANCE SITE PLAN

G-003 LIFE SAFETY PLAN

01- DEMOLITION

D-100 OVERALL DEMOLITION PLAN

D-101 DEMOLITION PLAN

02- CIVIL (C)

C-001 EXISTING CONDITIONS PLAN

C-100 SITE PLAN

C-101 DETAILS

08 - STRUCTURAL (S)

S-100 STRUCTURAL NOTES

S-101 FOUNDATION / ROOF FRAMING PLAN

S-501 CONCRETE AND FOUNDATION DETAILS

S-502 CONCRETE AND FOUNDATION DETAILS II

S-503 MASONRY DETAILS

S-504 STEEL AND METAL DECK DETAILS

S-505 STAIR DETAILS

S-506 WALL SECTIONS

09 - ARCHITECTURAL (A)

A-001 LEGEND AND SYMBOLS

A-002 TYPICAL ABA DETAILS

A-100 OVERALL PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-103 FURNITURE PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-400 INTERIOR ELEVATIONS

A-501 PARTITION TYPES AND DETAILS

A-502 ROOF DETAILS

A-505 ROOF DETAILS

A-506 DOOR DETAILS

A-601 SCHEDULES

13 - MECHANICAL HVAC (M)

MD-101 HVAC DEMO PLAN

M-101 PLAN

M-201 SCHEDULES

M-301 DETAILS

15 - FIRE PROTECTION (F)

F-001 FIRE PROTECTION NOTES AND LEGEND

FAD-101 FIRE ALARM DEMOLITION PLAN

F-101 FIRE PROTECTION PLAN

FA-101 FIRE ALARM PLAN

F-501 FIRE PROTECTION DETAILS

FA-501 FIRE ALARM DETAILS

FA-502 FIRE ALARM RISER DIAGRAM AND MATRIX

16 - ELECTRICAL (E)

BI

M

://1

1_ Pa

AN

G_

AD

AL

_B

7_

/10

_B

7_

A.

rvt

/1 9/

:4

9:

A M

ED101 DEMOLITION PLAN

ED102 COMMUNICATIONS DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN

E-102 POWER PLAN

E-103 ROOF POWER AND LIGHTING PLAN

E-104 LIGHTING PLAN

E-105 COMMUNICATIONS PLAN

E-501 LIGHTNING PROTECTION DETAILS

E-502 COMMUNICATIONS DETAILS

E-601 ONE LINE DIAGRAM

E-602 PANEL SCHEDULES

INDEX OF DRAWINGS

SHEET # DESCRIPTION

01- DEMOLITION

D-100 OVERALL DEMOLITION PLAN 11/19/2021

D-101 DEMOLITION PLAN 11/19/2021

02- CIVIL (C)

C-001 EXISTING CONDITIONS PLAN 11/19/2021

C-100 SITE PLAN 11/19/2021

C-101 DETAILS 11/19/2021

08 - STRUCTURAL (S)

S-100 STRUCTURAL NOTES 11/19/2021

S-101 FOUNDATION / ROOF FRAMING PLAN 11/19/2021

S-501 CONCRETE AND FOUNDATION DETAILS 11/19/2021

S-502 CONCRETE AND FOUNDATION DETAILS II 11/19/2021

S-503 MASONRY DETAILS 11/19/2021

S-504 STEEL AND METAL DECK DETAILS 11/19/2021

S-505 STAIR DETAILS 11/19/2021

S-506 WALL SECTIONS 11/19/2021

09 - ARCHITECTURAL (A)

A-001 LEGEND AND SYMBOLS 11/19/2021

A-002 TYPICAL ABA DETAILS 11/19/2021

A-100 OVERALL PLAN 11/19/2021

A-101 FIRST FLOOR PLAN 11/19/2021

A-102 ROOF PLAN 11/19/2021

A-103 FURNITURE PLAN 11/19/2021

A-201 EXTERIOR ELEVATIONS 11/19/2021

A-301 BUILDING SECTIONS 11/19/2021

A-302 WALL SECTIONS 11/19/2021

A-400 INTERIOR ELEVATIONS 11/19/2021

A-501 PARTITION TYPES AND DETAILS 11/19/2021

A-502 ROOF DETAILS 11/19/2021

A-505 ROOF DETAILS 11/19/2021

A-506 DOOR DETAILS 11/19/2021

A-601 SCHEDULES 11/19/2021

13 - MECHANICAL HVAC (M)

MD-101 HVAC DEMO PLAN 11/19/2021

M-101 PLAN 01/07/2022

M-201 SCHEDULES 11/19/2021

M-301 DETAILS 11/19/2021

15 - FIRE PROTECTION (F)

F-001 FIRE PROTECTION NOTES AND LEGEND 11/19/2021

FAD-101 FIRE ALARM DEMOLITION PLAN 11/19/2021

F-101 FIRE PROTECTION PLAN 11/19/2021

FA-101 FIRE ALARM PLAN 11/19/2021

F-501 FIRE PROTECTION DETAILS 11/19/2021

FA-501 FIRE ALARM DETAILS 11/19/2021

FA-502 FIRE ALARM RISER DIAGRAM AND MATRIX 11/19/2021

16 - ELECTRICAL (E)

00-GENERAL

G-000 COVER SHEET 11/19/2021

G-001 CODE ANALYSIS 11/19/2021

G-002 CODE COMPLIANCE SITE PLAN 11/19/2021

G-003 LIFE SAFETY PLAN 11/19/2021

ED101 DEMOLITION PLAN 11/19/2021

ED102 COMMUNICATIONS DEMOLITION PLAN 11/19/2021

E-101 ELECTRICAL SITE PLAN 11/19/2021

E-102 POWER PLAN 11/19/2021

E-103 ROOF POWER AND LIGHTING PLAN 11/19/2021

E-104 LIGHTING PLAN 11/19/2021

E-105 COMMUNICATIONS PLAN 11/19/2021

E-501 LIGHTNING PROTECTION DETAILS 11/19/2021

E-502 COMMUNICATIONS DETAILS 11/19/2021

E-601 ONE LINE DIAGRAM 11/19/2021

E-602 PANEL SCHEDULES 11/19/2021

ISSUE DATE

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 ISSUED FOR CONSTRUCTION

%%32 %%32

R E

F

SEE D-101

FOR

DEMOLITION

SCOPE

REMOVE EXISTING CEILING TILES AND STORE FOR REUSE. ALL

DIFFUSERS, ELECTRICAL AND EXISTING EQUIPMENT IS TO

REMAIN.

AT ALL AREAS:

MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, MISCELLANEOUS

EQUIPMENT, AND ALL CONTROLS AND ACCESSORIES BELOW THE

CEILING LEVEL TO REMAIN IN PLACE. ALL DUCTOWORK,

INSULATION, FLEXIBLE DUCTWORK, REGISTERS, DIFFUSERS,

EXHAUST FANS, CONTROL WIRING, LIGHTING, CONDUITS AND ANY

ASSOCIATED ITEMS ABOVE THE CEILING LEVEL SHALL REMAIN IN

PLACE AND BE REUSED TO THE GREATEST EXTENT

POSSIBLE. WHEN REMOVAL IS REQUIRED, DISCONNECT FROM

THE ASSOCIATED SYSTEMS BELOW THE CEILING LEVEL AND

REINSTALL IN THE EXACT LOCATION AS REQUIRED. WHEN REUSE

IS NOT POSSIBLE, PROVIDE EXACT REPLACEMENT MATCHING

EXISTING AND REINSTALL IN THE EXACT LOCATION AS

REQUIRED. CONTRACTOR TO VERIFY EXTENT OF WORK.

REMOVE ENTIRE CEILING SYSTEM AND GRID AND REPLACE WITH

NEW GRID AND CEILING TILES. ALL DIFFUSERS, ELECTRICAL AND

EXISTING EQUIPMENT INSTALLED IN GRID SHALL BE

TEMPORARILY SUPPORTED FOR REINSTALLATION INTO NEW

GRID. SALVAGE TILES IN GOOD CONDITION TO USE AS

REPLACEMENT TILES IN OTHER AREAS.

NO WORK

EXISTING GYPSUM BOARD CEILING TO REMAIN. PATCH AND

REPAINT CEILING AS REQUIRED FOR SPRINKLER INSTALLATION.

REMOVE CEILING SYSTEM AND GRID AS REQUIRED FOR

ELECTRICAL CONDUIT INSTALLATION. ALL DIFFUSERS,

ELECTRICAL AND EXISTING EQUIPMENT INSTALLED IN GRID SHALL

BE TEMPORARILY SUPPORTED FOR REINSTALLATION INTO NEW

GRID. SUPPLY NEW CEILING TILES IN ENTIRE AREA SHOWN.

SALVAGE TILES IN GOOD CONDITION AND TURN IN TO

GOVERNMENT TO USE AS REPLACEMENT TILES IN OTHER AREAS.

EXISTING GYPSUM BOARD CEILING TO REMAIN. PATCH AND

REPAINT CEILING AS REQUIRED FOR ELECTRICAL CONDUIT

INSTALLATION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

1/16" = 1'-0"B

IM

/1

P a A

N G

A

D A

L B

/1

B

A

.r v t

/2

/2

:5 :4

P

M

D-100

JLSQ192007

C. QUIROZ

10239241_B107_A.rvt

OVERALL DEMOLITION PLAN

ADAL B107 G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1/16" = 1'-0"

OVERALL DEMOLITION PLAN

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 FINAL DESIGN SUBMITTAL

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

T

C

D

E

F

6 7 8 9 10 11

E-A

3'-4"

4"

D11

/4 "D1

D2

D5

D5

D5

D10D10

D9D9

D2

D3D3

D1

D4

D10D10

D5D5

SRC ROOM

CAT ROOM

MECHANICAL

ADMIN

AREA

WCP

ROOM

KIT

161A

LAT

161B

D5D5

D5D5

D2

D11

TELECOM

EX-160

D10D10

D10D10

D10D10

D10D10

D10D12

D13D13

40'-2 3/4"

/8

/8

/2

13'-3 1/8" 15'-9 1/8"

18'-3 7/8"

/4

REMOVE EXISTING

GENERATOR ENCLOSURE UP

TO EXISTING FACILITY.

DEMOLISH EXISTING

BOLLARD

DEMOLISH GATES IN THEIR

ENTIRETY

EXISTING DOOR TO BE

DEMOLISHED

EXISTING DOOR TO REMAIN

EXISTING LIGHT TO BE

DEMOLISHED

EXISTING LIGHT TO BE

DEMOLISHED

EXISTING WALL

EXISTING DOOR

EXISTING

ACCESS

FLOORING

WALL TO BE

DEMOLISHED

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

A

.r v t

/1

/2

:4 :2

A

M

D-101

JLSQ192007

C. QUIROZ

10239241_B107_A.rvt

DEMOLITION PLAN

ADAL B107 G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN

KEYNOTES

D1 DEMOLISH PORTION OF WALL. DEMOLISH

TO INCLUDE ALL FINISHES, STRUCTURE,

AND ASSOCIATED HARDWARE. ALL WALL

RETURNS NOT SCHEDULED FOR A NEW

DOOR SHALL HAVE FINISHED RETURNS

D2 DEMOLISH DOOR, FRAME AND ALL

ASSOCIATED HARDWARE.

D3 REMOVE PLUMBING FIXTURES. REFER

TO PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION

D4 REMOVE PORTION OF EXTERIOR CAVITY

MASONRY CAVITY WALL. LOCATE

OPENING TO ALIGN WITH MASONRY

JOINTS. PATCH CMU AS REQUIRED

AFTER DEMOLITION. SEE STRUCTURAL

FOR NEW LINTEL

D5 REMOVE FLOOR FINISHES AND RAISED

ACCESS PANELS. EXISTING RAISED

ACCESS FLOORING STRUCTURE TO

REMAIN

D9 REMOVE CONCRETE SLAB AND MASONRY

SCREEN WALLS IN THEIR ENTIRETY

D10 REMOVE SUSPENDED CEILING IN ITS

ENTIRETY INCLUDING CEILING PANELS

GRID AND ALL ASSOCIATED HARDWARE

D11 REMOVE EXISTING ALUMINUM WINDOWS

IN THERE ENTIRETY.

D12 REMOVE EXISTING TILE FLOORING IN ITS

ENTIRETY.

D13 REMOVE EXISTING CARPETING.

1/16" = 1'-0"

EXISTING ENCLOSURE

NOT TO SCALE

DEMOLITION LEGEND

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 FINAL DESIGN SUBMITTAL

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

GENERAL

G1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND

APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT

WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF

THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND

ANSWERED IN WRITING PRIOR TO CONSTRUCTION.

G2. APPLICABLE SPECIFICATIONS AND CODES

A. ANGETL 15-01-01 SUSTAINABLE DESIGN, DEVELOPMENT AND RESOURCE CONSERVATION

B. 2018 INTERNATIONAL BUILDING CODE

C. UFC 1-200-01 DOD BUILDING CODE GENERAL REQUIREMENTS

D. UFC 3-301-01 STRUCTURAL ENGINEERING

E. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

F. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

G. ACI 530-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

H. AISC MANUAL FOR STEEL CONSTRUCTION, 15TH EDITION

I. AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS

J. GASNT SYSTEM FOOTPRINT REVISION 7

G3. DESIGN CRITERIA

1. APPLIES TO ALL STRUCTURES (UNO)

A. DEAD LOAD:

1. ACTUAL TRIBUTARY STRUCTURE WEIGHT

2. SUPERIMPOSED DEAD LOAD:

a. APA AND ACU ROOF UNITS: 33 PSF

B. LIVE LOAD:

1. STORAGE ROOM (LIGHT): 150 PSF

2. ROOF LIVE LOAD (NON-REDUCIBLE): 20 PSF

3. PLATFORM LIVE LOAD (ELEVATED): 60 PSF

C. WIND:

1. BASIC WIND SPEED: 110 MPH

2. EXPOSURE: B

3. IMPORTANCE FACTOR: 1.0

4. DIRECTIONALITY FACTOR: 0.85

5. STRUCTURE IS ENCLOSED

6. RISK CATEGORY: ll

D. SEISMIC:

1. ABOVE GRADE, NON WATER BEARING STRUCTURES:

a. SEISMIC DESIGN CATEGORY: B

b. SITE CLASS: D

c. SPECTRAL RESPONSE ACCELERATION, SS: 0.1121G

d. SPECTRAL RESPONSE ACCELERATION, S1: 0.0529G

e. SPECTRAL RESPONSE CO-EFFICIENT, SDS: 0.120

f. SPECTRAL RESPONSE CO-EFFICIENT, SD1: 0.085

g. BASE SEISMIC FORCE RESISTING SYSTEM: MASONRY SHEAR WALLS

h. SEISMIC RESPONSE MODIFICATION FACTOR: 2.0

i. IMPORTANCE FACTOR: 1.25

E. SNOW LOAD:

1. GROUND SNOW LOAD = 25 PSF

2. FLAT ROOF SNOW LOAD = 22 PSF (NOT INCLUDING DRIFT)

3. EXPOSURE FACTOR = B

4. IMPORTANCE FACTOR = 1.10

5. THERMAL FACTOR = 1.0

6. FROST DEPTH: 38"

G4. THE FOLLOWING GEOTECHNICAL REPORT WAS DEVELOPED FOR THE ADJACENT STRUCTURE

AND IS THE BASIS OF THIS STRUCTURAL DESIGN:

GEOTECHNICAL FIRM NAME: GEOMECHANICS, INC.

REPORT DATE: JULY 2001

SOIL BEARING PRESSURE = 2000 PSF

G5. SAFETY

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE

LOADS ONLY AS A COMPLETED STRUCTURE.

G6. OPENINGS

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE

STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

G7. SPECIAL INSPECTIONS

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 17

OF THE IBC 2018. THE CONTRACTOR SHALL HIRE A 3RD PARTY INSPECTOR

RESPONSIBLE TO THE GOVT TO COMPLETE THESE INSPECTIONS.

THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK

BY THE SPECIAL INSPECTOR AND SHALL PROVIDE FOR THESE INSPECTIONS IN HIS

CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A SPECIAL

INSPECTION PLAN WILL BE SUBMITTED UNDER SEPARATE COVER WITH THE PERMIT

APPLICATION. THE SPECIAL INSPECTION PROGRAM AND STATEMENT OF SPECIAL

INSPECTIONS SHALL BE IN ACCORDANCE WITH SECTION 1704.3.

G8. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF

CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE

SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF GOVT IN WRITING FOR

SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.

G9. THE CONTACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

G10. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS,

VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES,

AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR

FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND

PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO

SUPPORT THE EQUIPMENT.

CONCRETE

C1. DESIGN STRENGTHS:

F'c = 4000 PSI Fy = 60,000 PSI

C2. CONCRETE COVER

UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:

CONCRETE DEPOSITED AGAINST EARTH: 3"

TIE REINFORCING AT COLS & PILASTERS: 1½"

ALL OTHER: 2"

SEE DRAWINGS FOR EXCEPTIONS

C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.

C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS

AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES AND 1/2" CHAMFERS AT JOINTS AS

SHOWN. NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS.

C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.

C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A

REGISTERED PROFESSIONAL ENGINEER IN PENNSYLVANIA, RETAINED BY THE CONTRACTOR, IN ACCORDANCE

WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR

REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT

PRIOR TO CASTING CONCRETE.

C8. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING

BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE GOVT IAW TAB D.

C9. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN {PER SPECIFICATION 03311}

IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.

C10. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS SHALL COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE

IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

MASONRY

M1. DESIGN STRENGTHS:

F'm= 2000 PSI

Fy = 60,000 PSI

M2. GROUT FOR FILLING MASONRY CAVITIES TO BE COARSE GROUT UNO, MAXIMUM COARSE

AGGREGATE SIZE IS 3/8 INCH.

M3. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE

PROVIDED IN THE BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN

PERMISSION IS OBTAINED FOR HIGH LIFT GROUTING.

M4. RESTRICTED BAR ANCHORAGE:

IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE

BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON

SHOP DRAWINGS AND HIGHLIGHT WITH A BOX TO BRING TO ENGINEER'S ATTENTION.

M5. ANCHOR BOLTS:

ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

M6. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT

DIFFERENT ELEVATIONS, EXTEND REIFORCING OF BOTH BOND BEAMS AROUND

INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION.

M7. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS

WHERE BOND BEAMS AND LINTELS COINCIDE.

STEEL

S1. DESIGN STRENGTHS:

WIDE FLANGE AND TEES: Fy=50 KSI PIPES: Fy=35 KSI STAINLESS STEEL: Fy=33 KSI HSS SECTIONS: Fy=46 KSI ALL OTHER PLATES AND SHAPES: Fy=36 KSI

S2. DIMENSIONS:

TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND

BACKS OF CHANNELS AND ANGLES UNO.

S3. ELEVATIONS:

TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.

S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON

MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.

S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS

OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT

SLIP-CRITICAL CONNECTIONS.

S6. CONFORM TO AISC 360, STEEL CONSTRUCTION MANUAL AND AISC 341, SEISMIC DESIGN

MANUAL.

S7. ALL EXPOSED STEEL SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE.

STEEL DECK:

SD1. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING SHALL BE IN

ACCORDANCE WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI

DIAPHRAGM MANUAL

SD2. STEEL ROOF DECK IS 1-1/2 INCH X 20 GAUGE AS SHOWN ON THE PLANS DESIGNED FOR THE DEAD, LIVE AND SNOW LOADS INDICATED.

SD3. STEEL ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE FASTENED AS

SHOWN ON THE DRAWINGS; SHALL BE CONNECTED TO THE STRUCTURE AS

INDICATED IN THE METAL DECK SCHEDULE ;SHALL BE CONNECTED TO THE

STRUCTURE AS INDICATED IN THE SPECIFICATIONS.

SD4. THE PLANS INDICATE DECK SPAN DIRECTION.

SD5. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE

SUPPORTED FROM THE STEEL DECK.

SPECIAL INSPECTIONS:

SD1. SPECIAL INSPECTIONS SHALL BE PROVIDED FOR THE FOLLOWING WORK IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, CHAPTER 17. CONTRACTOR SHALL NOTIFY AND ACCOMODATE THE APPLICABLE INSPECTOR DURING APPROPRIATE PHASES OF THE WORK AS REEQUIRED FOR EACH TYPE OF INSPECTION. INSPECTION SHALL CONSIST OF VISUAL OBSERVATION OF THE WORK OUTLINED BELOW AND TESTING AS INDICATED BELOW OR IN SPECIFICATIONS.

CONCRETE WORK (NOT INCLUDING SITEWORK CONCRETE)

INSPECT TAKING OF SPECIMENS: CONCRETE CYLINDERS, AIR ENTRAINMENT AND SLUMP.......PERIODIC INSPECT PLACEMENT OF REINFORCED CONCRETE..........................................................................PERIODIC INSPECT PLACING OF FOUNDATION CONCRETE................................................................................PERIODIC

ANCHOR BOLTS INSTALLED IN CONCRETE

PRE-CONCRETE PLACEMENT INSPECTION

INSPECT PLACEMENT OF CONCRETE...................................................................................................PERIODIC

REINFORCING STEEL

INSPECT REINFORCING STEEL PRIOR TO CLOSING FORMS OR DELIVERY OF CONCRETE...........PERIODIC

STRUCTURAL STEEL

MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS.........................................................................PERIODIC INSPECTION OF HIGH STRENGTH BOLTS...............................................................................................PERIODIC MATERIAL VERIFICATION OF STRUCTURAL STEEL...............................................................................PERIODIC INSPECTION OF HIGH STRENGTH BOLTS...............................................................................................PERIODIC

MASONRY

MATERIAL VERIFICATION OF MASONRY..................................................................................................PERIODIC INSPECT PLACEMENT OF REINFORCED MASONRY...............................................................................PERIODIC

SUBGRADE

INSPECT EXISTING SUBSURFACE CONDITIONS DURING FILL PLACEMENT AND LOAD BEARING

REQUIREMENTS..........................................................................................................................................CONTINUOUS

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

3/4" = 1'-0"B

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-100 10239241

C. QUIROZ

10239241_B107_S.RVT

STRUCTURAL NOTES

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

11/19/21 ISSUED FOR CONSTRUCTIONB-3

ML-1

W12X40

ML-1

TO MASONRY WALL EL = 120'-0"

TYPICAL

OPENING FOR ROOF HATCH

W12X26

5'-0" 5'-0" 5'-0" 5'-0" 6'-2"

D

E

E-A

W14X22

S-504

/8

/4

/8

25'-11"

MCJ MCJ

MCJ MCJ

S-504

L X

X

/4

L X

X

/4

W12X26W12X26

S-504

TO MASONRY WALL

EL = 116'-8"

W12X26W12X26W12X26

T Y

P

SEE NOTE 8

W12X22

W12X22

FACE OF STONE VENEER

1'-3" , FIELD VERIFY

1" 25'-1 5/8"

8 3/8"

S-506

S-506

S-505

DOOR STOOP

APPROACH SLAB

EXISTING BUILDING FOUNDATION

S-501

D

E

E-A

S-501

S-501

CJ

CJ

C J

C J

C J

CJ

TO

P O

F E X

IS

TIN

G

FTG

E

L = 97'-4"

FIELD

V

ER

IFY

F .V

TO

P O

F E X

IS

TIN

G

FTG

L = 97'-4"

FIELD

V

ER

IFY

TOP OF EXISTING

FTG EL = 98'-4"

FIELD VERIFY

TOP OF EXISTING

FTG EL = 96'-4"

FIELD VERIFY

TOP OF EXISTING

FTG EL = 97'-4"

FIELD VERIFY

TOP OF EXISTING

FTG EL = 97'-4"

FIELD VERIFY

TO

P O

F C O

N C R

ETE

W

ALL

E L

= 9 7' -4

25'-11"

SIM

S-501

S-502

S-502

S-502

S-502

S-502

D

E

E-A

W X

W X

W X

W12X45

W12X45

12'-0" 7'-0"

W X

W X

4'-6"

SEE

NOTE 7

SEE

NOTE 5

SEE NOTE 6

SEE

NOTE 8

8'-0" 7'-4"

PLATFORM SHALL BE 18-30" IN HEIGHT WITH

A VERTICAL CLEARANCE BETWEEN BOS

STEEL AND TOS ROOF OF 18" (MIN) FOR

WORKER ACCESS.

SEE NOTE 1, TYP

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

1/8" = 1'-0"B

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-101 10239241

C. QUIROZ

10239241_B107_S.RVT

FOUNDATION / ROOF FRAMING PLAN

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1/8" = 1'-0"

ROOF FRAMING PLAN

ROOF FRAMING NOTES:

1. TOS STEEL FRAMING EL = 116'-0" UNO

2. LOAD BEARING CMU WALLS ARE TO BE 10" THK.

3. ML-1 - (SEE DRAWING 1/S-503 FOR LINTEL AT OPENING DETAIL AND MASONRY LINTEL

REINFORCEMENT SCHEDULE).

4. MCJ = MASONRY CONTROL JOINT, SEE DETAIL 3/S-503.

5. FOR ROOF DECK CONNECTIONS, REFER TO SHEET S-504.

6. W14X22 (GALVANIZED) COLUMNS -SEE PLATFORM FRAMING PLAN FOR LOCATIONS.

7. FOR BEAM BEARING DETAILS ON CMU, SEE 5/S-504.

8. COORDINATE STEEL FRAMING CONNECTION TO ROOF STRUCTURE WITH CRANE

SUPPLIED. PROVIDE 1 OR TWO W12X26 BEAMS AS REQUIRED FOR MOUNTING OF CRANE.

9. FOR STAIR LANDING, SEE DRAWING 8/S-505.

1/8" = 1'-0"

SLAB AND FOUNDATION PLAN

FOUNDATION NOTES:

1. SLAB-ON-GRADE IS TO BE 8" THK, W/ #6@12" OC T&B EW.

2. ADDITIONAL REINFORCEMENT IS TO BE PLACED AT SLAB EDGES AND

OPENINGS (SEE DETAIL 4/S-501).

3. ARCH FINISH FLOOR EL 100'-0" = CIVIL FINISH FLOOR EL = 1111.67.

4. SLAB-ON-GRADE DESIGNED TO CARRY THE FOLLOWING LOADING:

A. WEIGHT OF THE PALLETS AND THE EQUIPMENT ON EACH PALLET: 3500

LBS

B. UNIFORM LIVE LOAD: 150 PSF

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING FOUNDATIONS

AND INFORM GOVT OF ANY DISCREPENCIES BETWEEN THE CONDITIONS

IN THE FIELD AND THE CONTRACT DOCUMENTS

6. TOS FOUNDATION WALL EL = 99'-4".

7. TOS FOOTING EL = 97'-4" TO MATCH THE EXISTING BUILDING (SEE NOTE 5).

8. PROVIDE 12" OF COMPACTED ENGINEERED FILL BELOW SLAB.

9. FOR TYPICAL SLAB ON GRADE JOINTS, SEE DRAWING 5/S-501.

LEGEND:

SPAN DIRECTION OF ROOF DECK

11/19/21 ISSUED FOR CONSTRUCTION

1/8" = 1'-0"

PLATFORM FRAMING PLAN

PLATFORM FRAMING NOTES:

1. ALL STEEL COLUMNS ARE TO BE W14X22 GALVANIZED UNO. ALL STEEL FRAMING

MEMBERS SHALL ALSO BE GALVANIZED.

2. FINAL PLATFORM IS TO BE DESIGNED FOR THE FOLLOWING LOADS:

A. DEAD LOAD = 500 LBS

B. LIVE LOAD = 60 PSF

C. SNOW LOAD = 22 PSF

D. WIND LOAD = 32 PSF (PLUS 20 PSF UPLIFT)

E. SEE NOTE 9 FOR OTHER REQUIREMENTS

3. FINAL DESIGN AND LOADS SHALL BE SUBMITTED FOR APPROVAL BY GOVT.

4. TOP OF GRATING EL = 119'-5".

5. GRATING: 19W4 5/16x1 GALVANIZED.

6. STAIR STRINGERS ARE MC10X8.4 GALVANIZED.

7. PLATE 3/4x3'-0"x3'-0" (GALVANIZED). COORDINATE HOLE SIZE AND LOCATIONS IN

PLATE FOR MOUNTING EQUIPMENT.

8. DAVIT CRANE

9. RESONANCE FREQUENCY FOR PLATFORM FRAMING SHALL BE 25 HZ (MIN) WITH A

ROTATIONAL STIFFNESS OF 2.7E-8 RAD/IN-LB (MAX). SEE GASNT FOOTPRINT REV 7

FOR MORE.

10.MAIN PLATFORM FRAMING HAS BEEN DESIGNED TO MEET THE REQUIREMENTS IN

NOTES 2 AND 9. CONTRACTORS FINAL COMPLETED PLATFORM DESIGN SHALL ALSO

MEET THESE REQUIREMENTS.

B-3

W

X 26W

X

W

X

W

X

6" CONCRETE SLAB

W/ #4@16 EW CENTERED

GRANULAR FILL TYP

#4@12 EW EF

3 SIDES TYP

FOR FOUNDATION

REINFORCING-

SEE SECTIONS

4" #5@12

30"

30"

RIGID

INSULATION

SEE ARCH

#4 x 3'-4"@16

FULL WIDTH

OF SLAB

EXPANSION

JOINT

SEE CIVIL

2"

SLOPE VARIES

SEE CIVIL

1/2" COMPRESSIBLE

FILLER & SEALANT

WALL OPENING

NOTCH AS REQD

TO CLEAR STOOP

3/4"1'-0"

1/4"

1/8"

SEE PLAN

SEE PLANS

C L R

C L R

SLOPE

SEE CIVIL

#5@8 TOP

#7@8 BOTTOM

COMPACTED

GRANULAR BASE

SEE SECTIONS FOR

WALL & SLAB REINF

#4@12 x 2'-0"

CENTERED ON CJ

FULL WIDTH OF

SLAB (AT DOOR

OPENINGS ONLY)

EXPANSION JOINT

SEE CIVIL

CONC SLAB WHERE

SHOWN ON PLAN

3/8" COMPRESSIBLE JOINT

MATERIAL W/ SEALANT.

LOCATE UNDER SILL

#7@8 BOTTOM

"6

CMU WALL BEYOND

SLAB ON GRADE

#3

CONCRETE REINFORCING LAP SPLICE SCHEDULE

BAR

SIZE

#4

#5

#6

3" 1'-4" 1'-6"

VERTICAL OTHER

LAPS FOR BARS SPACED GREATER

THAN MIN BAR SPACING

1'-4" 1'-6"

VERTICAL OTHER

LAPS FOR BARS SPACED LESS THAN MIN

BAR SPACING

1'-7"

1'-11"

2'-4"

2'-0"

2'-6"

3'-0"

1'-8"

2'-7"

3'-8"

2'-2"

3'-4"

4'-9"

NOTES:

1. ALL REBAR SPLICE LENGTHS SHALL BE AS SHOWN UNDER HEADING "VERTICAL" EXCEPT IF SPLICED BARS ARE HORIZONTAL BARS WITH 12" OR MORE CONCRETE BELOW. THEN SPLICE LENGTH SHALL BE AS SHOWN UNDER

HEADING "OTHER".

2. *AT SPLICES THE BAR SPACING IS THE CENTER TO CENTER DISTANCE BETWEEN ADJACENT REBAR.

3. ALL SPLICES SHALL BE CONTACT SPLICES AND WIRED TOGETHER.

4. NO WELDED OR MECH SPLICES ARE PERMITTED UNLESS INDICATED OTHERWISE.

5. UNLESS OTHERWISE SHOWN, SPLICES FOR BOTTOM REINF BARS IN BEAM AND SLABS SHALL BE CENTERED OVER THE SUPPORTS. SPLICES FOR TOP REINFORCING BARS SHALL BE LOCATED ON THE CENTERLINE OF SPAN.

MINIMUM LAP SPLICE LENGTHS F'c = 4000 psi

MIN BAR

SPACING

#7 3'-6" 4'-6" 4'-11" 6'-5"

#8 4'-7" 5'-11" 6'-6" 8'-6"

#9 5'-9" 7'-6" 8'-3" 10'-9"

#10 7'-4" 9'-6" 10'-6" 13'-7"

#11 9'-0" 11'-8" 12'-10" 16'-8"

3"

3"

4"

4"

4"

4 1/2"

5"

5 5/8"

2 - #4 x 2'-0" LONG

2" BELOW SURFACE

SLAB EDGE

INTERNAL CORNER

DISCONTINUOUS JOINT INTERSECTION

2 - #4 x 2'-0" LONG

2" BELOW SURFACE

2"

2"

CJ

AT EXPOSED FLOORS,

1/4" WIDE x 1/2" DEEP

GROOVE W/ SEALANT

C L R

'T

T /2

STOP SLAB REINF

2" FROM JOINT TYP

3/4" DIA SMOOTH DOWELS x

1'-4" LONG @ 1'-6" OC (PAINT

AND OIL ONE END)

BUTT JOINT

SAWCUT 1/4" WIDE AT EXPOSED

FLOORS AND 1/8" WIDE ELSEWHERE,

STOP 2/3 OF SLAB REINF EACH SIDE OF

JOINT

C L R

'T

AT EXPOSED FLOORS

JOINT FILLER AND SEALANT

CONSTRUCTION JOINT (CJ, DCJ)

CONTROL (CONTRACTION) JOINT (CJ)

NOTES:

1. AT CONTRACTORS OPTION, CONSTRUCTION JOINTS MAY BE

SUBSTITUTED FOR CONTROL JOINTS.

2. LOCATE DCJ IN SLAB ON GRADE WHERE SPECIFIED ON PLANS.

T /4

1/2" EXP JOINT (1/2" RECESS)

NOTES:

1. TOS FOUNDATION WALL SHALL BE SET 8" (ONE CMU COURSE) BELOW

FINISHED GRADE.

#5 @ 18" OC

10" CMU WALL

4" BRICK VENEER

#5 @ 12" OC EF

FULLY GROUT ONE

COURSE BELOW

FINISHED GRADE

SLAB ON GRADE

4 - #5 CONT EQ SPACED

5'-4"

TOS CONCRETE WALL

EL = 99'-4"

TOS NEW FOOTING

EL = 97'-4" (UNO)

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-501 10239241

C. QUIROZ

10239241_B107_S.RVT

CONCRETE AND FOUNDATION DETAILS

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

S-101 12" = 1'-0"

1 TYPICAL DOOR STOOP

S-101 12" = 1'-0"

2 TYPICAL APPROACH SLAB

12" = 1'-0"

3 CONCRETE LAP SPLICE SCHEDULE

3/4" = 1'-0"

4 TYPICAL SLAB ON GRADE REINFORCING

3/4" = 1'-0"

5 TYPICAL SLAB ON GRADE JOINTS

S-101 3/4" = 1'-0"

6 TYPICAL FOUNDATION SECTION

11/19/21 ISSUED FOR CONSTRUCTIONB-3

1'-0"

#5 @ 12" OC EF

ENGINEERED FILL

SLAB ON GRADE - SEE PLAN

1/2" EXPANSION JOINT FILLER MATERIAL

#6 DOWELL BAR @ 12" OC - EPOXY

INTO EXISTING FOOTING (6" EMBED)

#6 @ 9" OC

FULLY GROUT ONE COURSE BELOW

FINISHED GRADE

10" CMU WALL

1" COMPRESSIBLE FILLER

MATERIAL

TOS EXISTING FOOTING

SEE PLAN/FIELD VERIFY

REINFORCING TO MATCH

NEW CMU WALL ABOVE

EXISTING CONCRETE

WALL - FIELD VERIFY

LOCATION

CONTRACTOR SHALL

FIELD VERIFY VENEER

AND CONCRETE WALL

BELOW ARE FLUSH -

NOTIFY CONTRACTING

OFFICER IF NOT

(F

IE

L

D V

E R

IF

Y

1'-0"

#5 @ 12" OC EF

ENGINEERED FILL

SLAB ON GRADE - SEE PLAN

1/2" EXPANSION JOINT FILLER MATERIAL

FULLY GROUT ONE COURSE BELOW FINISHED GRADE

10" CMU WALL

1" COMPRESSIBLE FILLER

MATERIAL

2'-4" (VIF)

(V

IF

EXISTING CONCRETE

WALL - VIF LOCATION

MASONRY DOWEL TO MATCH SIZE

AND SPACING OF CMU WALL

EXISTING FOOTING

EXISTING CONCRETE

WALL - VIF LOCATION

1'-0"

#5 @ 12" OC EF

ENGINEERED FILL

SLAB ON GRADE - SEE PLAN

1/2" EXPANSION JOINT FILLER MATERIAL

FULLY GROUT ONE COURSE BELOW FINISHED GRADE

10" CMU WALL

3 - #5 CONT

TOS FOOTING

EL = SEE PLAN

2'-0"

(V

IF

NEW FOOTING

#6 CONT REINFORCING

#6 DOWEL BAR TO MATCH SPACING OF

FOOTING REINFORCING - EPOXY INTO

EXISTING FOOTING (6" EMBED)

EPOXY #5 VERTICAL INTO

EXISTING FOOTING (4"

EMBED)

EXISTING FOOTING

#5 VERTICAL

BARS, EACH FACE

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-502 10239241

C. QUIROZ

10239241_B107_S.RVT

CONCRETE AND FOUNDATION DETAILS II

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

11/19/21 ISSUED FOR CONSTRUCTION

S-101 1" = 1'-0"

1 SECTION AT EXISTING CONTINUOUS FOOTING

S-101 3/4" = 1'-0"

2 SECTION AT EXISTING FOOTING

S-101 3/4" = 1'-0"

3 INTERIOR FOUNDATION WALL SECTION

S-101 1/2" = 1'-0"

4 NEW FOOTING TO EXISTING FOOTING CONNECTION DETAIL

B-3

ML-1

MASONRY LINTEL REINFORCEMENT SCHEDULE

MARK

0'-0" THROUGH 3'-4"

"W"

2 - #3

"R" "L"

8"

"H" STIRRUPS REMARKS

- -12"

"R

B A

R

/4

C L

R T

O

A N

D G

R O

U T

S O

L

ID

"H

F

IL

L H

E A

D J

O

IN

T S

O P

E N

IN

G

W A

L L A

B O

V E

O P

E N

IN

G

"R"

TYPICAL WALL

REINFORCING BARS

TOP LINTEL BARS

WHEN SCHEDULED

STIRRUPS (WHEN

SCHEDULED) WITH

180° HOOK EA END

SEE PLAN

BOND BEAM, SEE SCHEDULE

FOR TYP BAR SIZE, QUANTITY,

AND SPACNG

T Y

P

"H

TYP

"L" "W"

LINTEL AT OPENING

GROUT LINTEL, TYP

SEE SCHEDULE AND NOTE 2

TYP

"L"

TERMINATE BOND

BEAM AT OPENINGS

SEE DRAWINGS FOR TYP VERT

REINF BARS SIZE AND SPACING

TERMINATE BOND BEAM AND

JOINT REINF EACH SIDE OF

MCJ EXCEPT AS NOTED

CONTINUE BOND BEAM REINF

THROUGH MCJ AT TOP OF WALL AND

INTERMEDIATE FRAMING/ FLOORS

"R"

"R"

SEE TYPICAL DETAIL FOR VERT

REINF AT JAMB OF OPENINGS

DOWELS IN FOUNDATION W/ STD

HOOKS AT ALL VERTICAL BARS,

SEE NOTE 4

#4 CONT AT TOP OF FOOTING OR IN

A BOND BEAM AT FLOOR LEVEL

O P

E N

IN

G

F O

U N

D A

T

IO

N M

A S

O N

R Y

B L O

C K

W A

L L

L A

P

WALL ELEVATION

NOTES:

1. ONLY LINTEL GROUT IS SHOWN. GROUT SOLID ALL REINFORCED CELLS.

SEE CMU WALL REINFORCING SCHEDULE.

2. WHERE OTHER DRAWING DETAILS INDICATE SOLID MASONRY SILL, PLACE BOND

BEAM REINF IN FIRST COURSE BELOW SOLID CMU.

3. PROVIDE BOND BEAM AT ALL ELEVATED FLOORS WITH SAME REINFORCING AS

TOP OF WALL, UNO

4. STRAIGHT BARS EMBEDDED ONE CONCRETE LAP LENGTH INTO CONC

FOUNDATION MAY BE USED AT CONTRACTOR'S OPTION.

5. LINTEL REINFORCING AND BARS PASSING THROUGH "H" SHALL NOT BE SPLICED.

6. SHORE LINTEL MINIMUM 7 DAYS AFTER GROUTING OR UNTIL GROUT ATTAINS FULL

DESIGN STRENGTH.

NOTES:

1. OPENINGS 8" OR LESS WIDE MAY OCCUR WITHOUT LINTEL REINFORCING AS LONG AS

NO REINFORCINGS IS INTERUPTED.

2. ML-1 TO BE USED ONLY AT NON-LOAD BEARING SITUATIONS, UNO

3. SEE DRAWINGS FOR LINTEL TYPES. WHERE LINTEL TYPES ARE NOT SHOWN, PROVIDE

LINTELS FROM THE ABOVE SCHEDULE BASED ON THICKNESS OF WALL AND MAX

CLEAR OPENING WIDTH AND VERIFY LINTEL TYPE WITH ENGINEER PRIOR TO

CONSTRUCTION.

MCJ, WHERE

NOTED ON PLANS,

TYP

CORNER INTERSECTION

LAP LENGTH

ONE CORNER BAR

SAME SIZE AS BOND

BEAM BARS

CORNER VERTS

(WHEN SCHEDULED)

CORNER VERT

L A

P L

E N

G T

H

STD 90° HOOK, TYP

TERMINATE

INTERMEDIATE HORIZ

REINF AT ALL MCJ'S

SPECIFIED

INTERSECTION

VERTS, SEE

SCHEDULE

JAMB OR END OF WALL MASONRY CONTROL JOINT (MCJ)

ROOF BOND BEAM

REINFORCING SHOWN

JAMB VERTS,

SEE SCHEDULE

PROVIDE HAIRPINS SIZED

TO MATCH WALL REINF.

LAP TO HORIZ WHERE

INDICATED ON PLAN

PROVIDE HAIRPINS SIZED

TO MATCH WALL REINF.

LAP TO HORIZ WHERE

INDICATED ON PLAN

MCJ FULL HEIGHT

HORIZ REBAR CONTINUOUS

THROUGH MCJ AT ROOF LEVEL

BOND BEAM (SHOWN) &

DISCONTINUOUS AT MCJ AND

ALL OTHER REINFORCED

ELEMENTS SUCH AS LINTELS

AND INTERMEDIATE BOND

BEAMS (NOT SHOWN)

L A

P L

E N

G T

H

MCJ VERTS, SEE

SCHEDULE

VERTS (WHEN

SCHEDULED)

RAKE OUT MORTAR AND

APPLY SEALANT, TYP EA

FACE, UNO

NOTES:

1. FOR REINFORCING, SEE CMU WALL REINFORCING SCHEDULE.

2. INDICATES LOCATION OF VERTICAL BARS AT CENTERLINE OF WALL, UNO IN SCHEDULE.

3. EXTEND MCJ FULL HEIGHT OF MASONRY BOND BEAM.

4. LIMIT DISTANCE BETWEEN MCJ TO MAX 24'-0".

SEE DRAWINGS FOR LOCATIONS.

5. HORIZONTAL JOINT REINFORCING NOT SHOWN.

6. MODIFY BAR CONFIGURATION SHOWN AS REQUIRED WHERE TWO VERTICAL REINFORCING BARS

ARE SHOWN ON THE SCHEDULE.

7. SEE ARCHITECTURAL DRAWINGS FOR MCJ DETAILS AND REMAINDER OF JOINT DETAILS.

OPTION "A"

MASONRY CONTROL

JOINT (SASH) BLOCK

CONTROL JOINT

KEY AS SPECIFIED

PROVIDE REINFORCING EACH SIDE OF

MCJ IN WALLS WITH REINFORCEMENT

PER CMU REINFORCING SCHEDULE

BUILDING PAPER ONE

SIDE AND GROUT FULL

OPTION "B"

NOTE:

1. PROVIDE REBAR POSITIONERS BY DUROWALL OR EQUAL

AS REQUIRED TO PLACE REINFORCING AS DETAILED

V E

R T

IC

A

L

REINFORCING LOCATION

VERTICAL BARS

JAMBS

CORNERS / INTERSECTIONS

MCJ

CMU WALL REINFORCING SCHEDULE

10" WALL THICKNESS

#5@24" OC SINGLE CENTERED

1 - #5 SINGLE CENTERED EA SIDE

3 - #5 SINGLE CENTERED

1 - #5 SINGLE CENTERED EA SIDE

H O

R

IZ

O N

T A

L

TOP OF WALL BOND BEAMS

HORIZ JOINT REINF

BELOW OPENINGS

LINTELS

INTERMEDIATE BOND BEAMS

2 - #5 CONTINUOUS

9 GAGE WIRE, JOINT REINF AT 16" VERT

SPACING BETWEEN BOND BEAMS

1 - #5

SEE CMU LINTEL REINF. SCHEDULE

NA

NOTES:

1. PROVIDE REINFORCING NOTE FOR ALL MASONRY WALLS UNLES NOTED

OTHERWISE ON PLAN.

2. MAINTAIN MINIMUM 3"x3" CONTINUOUS VERTICAL CELL AT EACH REBAR. PLACE

WALLS TO MAXIMUM 4'-0" HEIGHT BEFORE GROUTING.

3. PLACE REBAR IN WALL WITH LAP SPLICE LENGTH PER MASONRY REINFORCING

SPLICE TABLE.

4. GROUT ONLY THE CELLS WITH REINFORCING IN SCHEDULE. LOCATE ONE

VERTICAL RUN OF REINFORCEMENT AT ALL CORNERS AND EACH SIDE OF ALL MCJ'S.

5. PROVIDE WIRE REBAR POSITIONERS TO HOLD BARS IN PLACE.

6. STOP GROUT POUR 1/2" BELOW TOP OF COURSE AT EACH GROUT LIFT.

REMARKS

E Q

E Q

SINGLE CENTERED

SEE NOTE 5

#4

MASONRY REINFORCING SPLICE TABLE

BAR

SIZE

#5

#6

#7

2'-1"

BAR @ CL

6" BLOCK

3'-3"

2'-1" 2'-7"

BAR @ CL BAR @ EDGE

8" BLOCK

2'-1" 2'-5"

BAR @ CL BAR @ EDGE

10" BLOCK

2'-1" 2'-4"

BAR @ CL BAR @ EDGE

12" BLOCK

2'-7"

4'-9"

6'-7"

4'-0"

8'-2"

2'-7"

4'-4"

5'-1"

2'-7"

4'-4"

5'-1"

3'-10"

7'-8"

10'-5"

3'-7"

7'-3"

9'-10"

WHEN REQUIRED SPLICE LENGTH EXCEEDS 4'-8" - USE MECHANICAL TENSION SPLICES

WITH LOW LIFT GROUTING.

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-503 10239241

C. QUIROZ

10239241_B107_S.RVT

MASONRY DETAILS

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1 1/2" = 1'-0"

1 MASONRY WALL REINFORCING

3/4" = 1'-0"

2 CMU WALL REINFORCING

3/4" = 1'-0"

3 CMU WALL REINFORCING II

11/19/21 ISSUED FOR CONSTRUCTION

12" = 1'-0"

4 CMU SPLICE TABLE

NOTES:

1. DIAPHRAGM PERIMETER SHALL BE ATTACHED WITH MOST STRINGENT AT POINTS

PARALLEL OR POINTS PERPENDICULAR AS APPLICABLE PER SCHEDULE

2. WELDING SHALL BE 5/8"∅ PUDDLE WELD. SPACING AS INDICATED PER SCHEDULE

3. SEE TABLE FOR ATTACHMENT SCHEDULE.

METAL DECK SCHEDULE

TYPE

ATTACHMENT

AT SUPPORTS

PERPENDICULAR

TO FLUTES

ATTACHMENT

AT SUPPORTS

PARALLEL TO

FLUTES

ATTACHMENT

AT SIDELAPS

REMARKS

A

36/7:

7-3/4"∅ PER

36" WIDE SHEET

5/8"∅ WELD @

6"OC

5/8" ∅

WELD AT

1/3, 2/3 POINTS

USE UNLESS NOTED ON

PLANS

S H

E E

T W

ID

T

H

DIAPHRAGM

PERIMETER

S P

A C

IN

G

W

W

E L

D S

/7

ATTACHMENT AT

SIDELAP

℄ OF STL JOIST, BEAM

OR DECK BRG ON WALL

DECK

SIDELAPS

DIAPHRAGM

PERIMETER

ATTACHMENT AT

PERPENDICULAR SUPPORT

METAL

DECK SPAN

ATTACHMENT AT

PARALLEL SUPPORT

DECK BRG EL

SEE PLANS

L 3 X 3 X 1/4 CONT W/

3/4" DIA EXP BOLT

@ 2'-0 OC W/ 5"

MIN EMBEDMENT

METAL DECK

GROUT CELLS MIN 6"

AROUND EXP BOLTS

5/8

REFER TO

2/S-504

BRICK VENEER

STEEL BEAM

TOP OR BOTTOM

PLATE WHERE

REQD

BEARING PL 1/4X7X0'-7"

UNO ON PLANS

1" NON-SHRINK GROUT MIN

UNO

8" BRG

DECK ABOVE

NOT SHOWN

FILL ALL SHADED

CELLS WITH

GROUT

NOTES:

1. STOP PLATE AT EDGE OF OPENING AT VENEER.

UNO

2'-0"

U N

O

2-3/4" DIA x 1'-3" HEADED

ANCHOR BOLTS AND

WASHERS

#3 x 2'-6" W/ STD 180 DEG

HOOK

@ EACH

BOLT .

PROVIDE 3" LONG

SLOTTED

HOLES IN BEAM

FLANGE

FINGER TIGHTEN NUTS

AND

UPSET THREADS, TYP

UNO

CL

BEAM TO BEAM

CONNECTION SCHEDULE

BOLTED CONNECTION

NOTES:

1.BOLTS ARE 3/4" DIA A325N BOLTS. HOLES ARE 7/8" DIA IN SUPPORT

MEMBER AND 7/8" x 1" HORIZONTAL SHORT SLOTS IN ANGLES.STEEL BEAM

BEAM

SIZE

MIN # OF

BOLTS

MIN ANGLE

LENGTH (L)

W12, W14 3

L 4 X 3 X 3/8" (MIN 9" LENGTH)

/2

S E

E S

C H

E D

N O

O

F B

O L T

S

O C

/2

1/2" 3"

L

A N

G L E

L E

N G

T H

1 1/2" 1 1/2"

EA

SIDE

1/8 1 1/2

REFER TO 2/S-504

5/8

METAL

DECK

BOND BEAM (IF APPLICABLE)

BEARING PL 3/8x7x0'-7"

W/1/2"∅x6" HEADED STUD

CENTERED AT {SPACING,

SEE DESIGNER NOTES}

TOS EL

SEE PLAN

W16X57 (GALV)

9/16

3/4" THK BRG PLATE X

16" LONG (GALV)

STEEL BEAM

BEARING PL 1/4X7X0'-7"

UNO ON PLANS

1" NON-SHRINK GROUT MIN

MASONRY

ABOVE NOT

SHOWN

FILL ALL SHADED

CELLS WITH

GROUT

NOTES:

1. PROVIDE BEAM POCKET AND GROUT FULL AFTER BEAM IS

IN PLACE.

2-3/4" DIA x 1'-3" HEADED

ANCHOR BOLTS AND

WASHERS

PROVIDE 3" LONG

SLOTTED

HOLES IN BEAM

FLANGE

FINGER TIGHTEN NUTS

AND

UPSET THREADS, TYP

UNO

U N

O

TYP

1'-4" MIN

PERPENDICULAR

CONNECTION

3 1/2"

2"

1 1/2"

"D

/4

/4

W SHAPE

5/16"

5/16"

1/4"5/16"

1/4"5/16"

1/4"5/16"

1/4"3

3W14

W12

2W10

2W8

W16

W18

PLATE "T"

5/16" 1/4"

1/4"

SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS

BEAM WEB

"N" ROWS @

3" OC

"A"

S E

E N

O T

E

NOTES:

1. ALL BOLTS SHALL BE 3/4" DIA A325-N UNLESS NOTED OTHERWISE.

2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN AS THE TYPICAL CONN.

INCREASE NUMBER OF ROWS AND / OR BOLT DIA IF INDICATED ON PLANS.

3. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS REQUIRED.

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-504 10239241

C. QUIROZ

10239241_B107_S.RVT

STEEL AND METAL DECK DETAILS

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1/2" = 1'-0"

1 METAL DECK SCHEDULE

1/2" = 1'-0"

2 TYPICAL METAL DECK CONNECTIONS

S-101 1" = 1'-0"

4 TYPICAL METAL DECK TO CMU

1" = 1'-0"

5 TYPICAL STEEL BEAM BEARING AT CMU

11/19/21 ISSUED FOR CONSTRUCTION

1" = 1'-0"

6 BEAM TO BEAM CONNECTION

S-101 1 1/2" = 1'-0"

3 METAL DECK BEARING AT CMU WALL

S-101 1" = 1'-0"

7 STEEL LINTEL AT OVERHEAD DOOR

1" = 1'-0"

9 STEEL BEARING ON CMU

1" = 1'-0"

8 SINGLE PLATE CONNECTION TO BEAM

EQ EQ

SEE NOTE 1

DAVIT CRANE

THREADED ROD - SIZE AND

SPACING SHALL BE COORD

WITH CRANE SUPPLIER

PL 3/4" THK

3/4" A325N BOLTS @ 8" OC

W14 BEAM, TYP

3" (TYP)

NOTES:

1. DISTANCE BETWEEN FRAMING TO

BE DETERMINED WITH CRANE

SUPPLIER

TOS STEEL

EL = SEE PLAN

REMOVABLE GUARDRAIL - TO BE

DESIGNED BY CONTRACTOR

SLEEVE SIZED TO INSERT

GUARDRAIL

PL 3/8X8X8 WITH 4 - 5/8 DIA BOLTS

EPOXY INTO GROUT (4" EMBED)

GROUT BLOCK BELOW PLATE

TOS MASONRY WALL

EL = SEE PLAN

1/4"

GRATING (GALV)

TOS GRATING

EL = SEE PLAN

SEE PLATE CONNECTION DETAIL

HSS 4X4 (GALV)

PL 3/8X6X8 WITH 4-3/4" A325N BOLTS

W12 BEAM

3/8" STIFFENER PLATE ON EACH

SIDE OF W12 UNDER HSS 4X4

C12X20.7 STRINGER

C12X20.7 STRINGER

C12X20.7 STRINGER

C12X20.7 STRINGER H

S

S X

X

/8

H S

S X

X

/8

HSS12X2X3/8

HSS12X2X3/8

3/16

STRINGER TO

ANGLE

L3X3X1/4 CLIP ANGLE

C12 STRINGER

METAL PAN STAIRS W/ CONC

L5X3X3/8XCONT - LOCATE AT

FACE OF BLOCKING

TOS STEEL

EL = SEE PLAN

CURB AND BLOCKING FOR ROOF

HATCH - SEE 2/A-102

BOTTOM OF LANDING

EL = 108'-4"

C12 STRINGER

METAL PAN STAIRS WITH

CONCRETE

METAL PAN STAIRS WITH

CONCRETE

C12 STRINGER

METAL PAN STAIRS WITH

CONCRETE

CMU WALL

HSS 12X2X3/8, TYP

3/4" DIAM EXPAN BOLT AT

12" OC (5" EMBED)

3/16"

3/16" 2-12

TYP

FINISH FLOOR

EL = SEE PLAN

METAL PAN STAIRS

WITH CONCRETE

C12 STRINGER

L3X3X1/4X0'-5"

W/2-5/8" DIA

EXPN ANCHORS

HANDRAIL,

REFER ARCH'L.

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-505 10239241

C. QUIROZ

10239241_B107_S.RVT

STAIR DETAILS

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

11/19/21 ISSUED FOR CONSTRUCTION

1/2" = 1'-0"

1 DAVIT CRANE DETAIL

1" = 1'-0"

2 REMOVABLE GUARDRAIL DETAIL

1" = 1'-0"

3 PLATFORM CONNECTION DETAIL

1/2" = 1'-0"

4 STAIR FRAMING PLAN

S-101 3/4" = 1'-0"

5 STAIR FRAMING DETAIL I

1/2" = 1'-0"

6 STAIR FRAMING DETAIL II

1/2" = 1'-0"

7 STAIR FRAMING DETAIL III

NOTES:

1. PROVIDE TWO 4' LONG SECTIONS OF REMOVABLE

GUARDRAIL TO COVER 8' OPENING.

2. GUARDRAILS, MOUNTING SLEEVE TO BE HOT

DIPPED GALVANIZED. PROVIDE WEEP HOLES AT

TOP OF MOUNTING SLEEVE.

TOS STEEL

EL = SEE PLAN

TOS ROOF

EL = 116.96'

W14 BEAM

SEE DETAIL 4/S-504

FOR DECK ANGLE

CONNECTION DETAIL

TOS MASONRY WALL

EL = SEE PLAN

SEE NOTE 1

NOTES:

1. HATCH OPENING SIZE SHALL BE COORDINATED WITH HATCH SUPPLIER.

1" COMPRESSIBLE

FILLER MATERIAL

CURB AND BLOCKING FOR

ROOF HATCH - SEE ARCH

3/16" 2 - 12

TYP

L3X3X3/8

CONT AT

OPENINS

ROOF DECK - SEE PLANSEXISTING STRUCTURE ADJACENT TOS EXIS ROOF

EL = 116.96'

ROOF DECK - SEE PLANS

W14 BEAM - SEE ROOF FRAMING PLAN

TOS STEEL FRAMING

EL = SEE PLAN

10" CMU WALL

1" COMPRESSIBLE FILLER MATERIAL

(FIELD VERIFY)

EXISTING STRUCTURE ADJACENT

SEE DETAIL 4/S-504

FOR DECK ANGLE

CONNECTION DETAIL

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

S

.r v t

/2

/2

:1

:2

P

M

S-506 10239241

C. QUIROZ

10239241_B107_S.RVT

WALL SECTIONS

ADAL B107 FOR G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

11/19/21 ISSUED FOR CONSTRUCTION

S-101 3/4" = 1'-0"

1 SECTION OF NEW WALL TO ADJACENT STRUCTURE

S-101 1" = 1'-0"

2 NEW WALL TO ADJACENT EXISTING STRUCTURE

X

X

XXX

X

ROOM

NAME

XX-XX

EQUIPMENT IDENTIFICATION

ALTERNATIVE 2

ALTERNATIVE 1

PIPING

GENERAL NOTES:

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

AREA DESIGNATION

EXAMPLE

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

X

XXX 3/8" = 1'-0"

XXX

XXXXXX

X

XXX 1/4" = 1'-0"

X

XXX

X

XXX 3" = 1'-0"

A

EQUIPMENT NUMBER

PUMP 23

INDICATES PUMP

EXAMPLEFIGURE

PUMP 23

BUILDING 20

INDICATES PUMP

EXAMPLEFIGURE

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE36"-PLEFIGURE

NPWP2023

NPWP-23

GRAVITY THICKENER ARCHITECTURAL SECTION, DRAWING 01

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

GENERAL

SURVEYING/MAPPING

DEMOLITION

CIVIL

MULTI-DISCIPLINE

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

INSTRUMENTATION

TO BE EDITED ON AN A PROJECT BASIS. TO BE DETERMINED BY

THE PROJECT MANAGER, THEN ADDED TO THE GENERAL

LEGEND.

EXAMPLE:

01 BUILDING OR AREA NAME

02 BUILDING OR AREA NAME

03 BUILDING OR AREA NAME

G V X C U S A D M P E Y

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

BUILDING

OR

STRUCTURE

NUMBER

EQUIPMENT NUMBER

INDICATES

NON-POTABLE WATER

INDICATES

NON-POTABLE WATER

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

X

XX

X

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

IDENTIFICATION SYMBOLOGY SHEET NAMING CONVENTION

GENERAL LINE SYMBOLOGY

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATIONX

XXX

X

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

X

XXX BUILDING OR AREA 02

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

EXAMPLE

0 2

A

0 1

0 2 A 3 0 1

ARCHITECTURA

L

SECTIONS

SHEET 01

SINGLE ELEVATION OR PHOTO MARKER

X

XXX

X

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

NORTH ARROW

THIS IS A STANDARD SHEET SHOWING

COMMON SYMBOLOGY. ALL SYMBOLS ARE

NOT NECESSARILY USED ON THIS PROJECT.

SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

1.

2.

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

12" = 1'-0"B

IM

/1

P a A

N G

A

D A

L B

/1

B

A

.r v t

/1

/2

:4 :0

A

M

A-001

JLSQ192007

C. QUIROZ

10239241_B107_A.rvt

LEGEND AND SYMBOLS

ADAL B107 G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 FINAL DESIGN SUBMITTAL

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

M

X

(TA-3)

MIRROR

(TA-7)

SOAP DISPENSER

(TA-5)

ELECT HAND

DRYER

M

IN

(TA-8)

TOILET PAPER

HOLDER

(TA-6)

SANITARY NAPKIN

DISPOSAL

M A

X

SEE INT ELEV

M A

X

LIGHT SWITCH,

CARD READER,

THERMOSTAT

FIRE

CABINET

FIRE

EXTINGUISHER

W/ CABINET

AED

(AUTOMATED

EXTERNAL

DEFIBRILATOR)

ADA SKIRT

DOWN TO 27"

M

IN

FRONT SIDE

4" MAX.

(TA-4)

PAPER TOWEL DISPENSER /

WASTE RECEPTABLE

M A

X

(TA-16)

COAT HOOK

M A

X

FIRE

EXTINGUISHER

ON WALL HOOK

M A

X

303.2 - VERTICAL

CHANGE IN LEVEL

M a x

/4

303.3 - BEVELED

CHANGE IN LEVEL

/4

/4

/2

303.2 VERTICAL

CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH

MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

4" Max.

307.2 LIMITS OF

PROTRUDING OBJECTS

307.1 GENERAL

PROTRUDING OBJECTS SHALL COMPLY WITH 307.

307.2 PROTRUSION LIMITS

OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND

NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR

GROUND SHALL PROTRUDE 4 INCHES (100 MM) MAXIMUM HORIZONTALLY

INTO THE CIRCULATION PATH.

EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2

INCHES (115 MM) MAXIMUM.

1'-0" Min.

FRONT

APPROACH,

PULL SIDE

M in

Min.

1'-6"

FRONT

APPROACH,

PUSH SIDE

404.2.4.1 MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

NOTE: MAX. FORCE TO OPEN DOOR 5LBS

MIRROR

(TA-3)

SOAP DISPENSER

(TA-7)

ELECT HAND

DRYER (TA-4)

M

IN

TOILET PAPER

HOLDER (TA-8)

SANITARY NAPKIN

DISPOSAL(TA-6)

M A

X

M A

X

7"

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

1'-6"1'-4"~

/2

M

IN

~ 9"

" M

A X

H .C

S T

D . 2

M A

X

MIN.

WATER CLOSET SIDE WALL

1 1/2" DIA.

GRAB BAR

WITH 1 1/2" GAP

FROM WALL

WATER CLOSET BACK WALL URINAL

H .C

TOILET PAPER

MOUNTING AREA

(ALSO TYPICAL AT

ALL STANDARD

NON-HANDICAP

STALLS)

S T

D

LAVATORY OR VANITY SINK

M

IN

OFFSET WASTE-

ALL EXPOSED

PIPING SHALL

HAVE INSULATION

BARRIER

ACCESSIBLE

SINK BOWL 6

1/2" DEEP

TYPICAL TOILET FIXTURES AND ACCESSORIES MOUNTING HEIGHTS

TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS

COUNTER

WHERE

OCCURS

M A

X

SEE INT ELEV

TA-2 TA-1

6" MIN1'-3"

WASTE

RECEPTACLE

FRP

WALL

BASE

LIGHT SWITCH,

CARD READER,

THERMOSTAT

FIRE

CABINET

FIRE

EXTINGUISHER

ADA SKIRT

DOWN TO 27"

AED

(AUTOMATED

EXTERNAL

DEFIBRILATOR)

ADA SKIRT

DOWN TO 27"

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

As indicatedB

IM

/1

P a A

N G

A

D A

L B

/1

B

A

.r v t

/1

/2

:4 :0

A

M

A-002

JLSQ192007

C. QUIROZ

10239241_B107_A.rvt

TYPICAL ABA DETAILS

ADAL B107 G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

NOT TO SCALE

1 TYPICAL ABA TOILET FIXTURES AND ACCESSORIES MOUNTING HEIGHTS

NOT TO SCALE

4 CHANGES IN LEVEL

NOT TO SCALE

2 PROTRUDING OBJECTS

NOT TO SCALE

3 DOORS, DOORWAYS AND GATES

NOT TO SCALE

5 TYPICAL ACCESSIBLE HEIGHTS ELEVATIONS

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 FINAL DESIGN SUBMITTAL

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

%%32 %%32

E

F

SEE A-101 FOR

SCOPE

REPLACE ALL CEILING PANELS. EXISTING GRID, LIGHTING,

DIFFUSERS, ETC TO REMAIN IN PLACE. REINSTALL ANY CEILING

MOUNTED EQUIPMENT INTO NEW CEILING PANELS.

AT ALL AREAS:

MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, MISCELLANEOUS

EQUIPMENT, AND ALL CONTROLS AND ACCESSORIES BELOW THE

CEILING LEVEL TO REMAIN IN PLACE. ALL DUCTWORK,

INSULATION, FLEXIBLE DUCTWORK, REGISTERS, DIFFUSERS,

EXHAUST FANS, CONTROL WIRING, LIGHTING, CONDUITS AND ANY

ASSOCIATED ITEMS ABOVE THE CEILING LEVEL SHALL REMAIN IN

PLACE AND BE REUSED TO THE GREATEST EXTENT

POSSIBLE. WHEN REMOVAL IS REQUIRED, DISCONNECT FROM

THE ASSOCIATED SYSTEMS BELOW THE CEILING LEVEL AND

REINSTALL IN THE EXACT LOCATION AS REQUIRED. WHEN REUSE

IS NOT POSSIBLE, PROVIDE EXACT REPLACEMENT MATCHING

EXISTING AND REINSTALL IN THE EXACT LOCATION AS

REQUIRED. CONTRACTOR TO VERIFY EXTENT OF WORK.

NEW CEILING PANELS AND GRID. REINSTALL ALL LIGHTING,

DIFFUSERS, AND EQUIPMENT INTO NEW CEILING IN SIMILAR

POSITION PRIOR TO DEMOLITION.

NO WORK

PATCH AND REPAINT CEILING AS REQUIRED FOR SPRINKLER

INSTALLATION

NEW CEILING PANELS AND GRID. REINSTALL ALL LIGHTING,

DIFFUSERS, AND EQUIPMENT INTO NEW CEILING IN SIMILAR

POSITION PRIOR TO DEMOLITION.

PATCH AND REPAINT CEILING AS REQUIRED FOR ELECTRICAL

CONDUIT INSTALLATION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

D. PURPURA

J. JAECKEL

D. SPENCER

I. DENHOLM

Z. SACHSENMAIER

1/16" = 1'-0"B

IM

/1

P a A

N G

A

D A

L B

/1

B

A

.r v t

/2

/2

:1 :1

P

M

A-100

JLSQ192007

C. QUIROZ

10239241_B107_A.rvt

OVERALL PLAN

ADAL B107 G-ASNT

PITTSBURGH INTERNATIONAL AIRPORT

1/16" = 1'-0"

OVERALL PLAN

B-1 03/26/2021 ISSUED FOR REVIEW

B-2 9/24/2021 ISSUED FOR REVIEW

B-3 11/19/2021 FINAL DESIGN SUBMITTAL

ISSUE DATE DESCRIPTION

B-1 03/26/2021 ISSUED FOR REVIEW

F

UP

R E

F .A-201

A-201

C

D

E

F

6 7 8 9 10 11

E-A

SRC ROOM

CAT ROOM

MECHANICAL

ADMIN

AREA

LAT

161B

KIT

161A

WCP

ROOM

IT/GASNT

EQ

CLOSET

A

A-301

A-301

ALIGN

13'-4"

+/- 3'-11"

3'-4" 18'-8"

+/- 6'-8" 10'-1" 7'-8"

EQUIP.

STORAGE

STAIR

A-4006

A

ALIGN

A-302

A

161a

163b

100a

100b

A3

A6A6

A4

A5

A11A11

A-101

/4

A14

A-201

A-501

TYP.

A15

SECURITY

DESK

159a

A-101

B

B

164a

A14

TYP.

A14

TYP.

A26

ENTRY

COMM

ROOM

164a

A-302

PDSC

MEC

SIPR

INC2

A11A11

A11A11

A11A11

A28

A11

A28A28

A27

A29

V

IF

4'-7" 28'-3" VIF

/2

C

D

E

F

6 7 8 9 10 11

E-A

A-301

A-301

ROOF HATCH ABOVE

A-302

KIT

161A

WCP

ROOM

161…