5-IUP Stapleton Library Brick Relief Repair - CD Set (03.25.26).pdf

STAPLETON LIBRARY

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

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COVER SHEET

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

STRUCTURAL DRAWING SHEET LIST

S000 COVER SHEET

S001 GENERAL NOTES, LEGENDS & SYMBOLS

S100 PLANS

S101 PLANS

S200 ELEVATIONS

S201 ELEVATIONS

S300 SECTIONS & DETAILS

BUILDING ENVELOPE DRAWING SHEET LIST

BE001 GENERAL NOTES

BE101 BUILDING ENCLOSURE DETAILS

BE102 BUILDING ENCLOSURE DETAILS

CAMPUS MAPLOCATION MAP

INDIANA UNIVERSITY OF PENNSYLVANIA

STAPLETON LIBRARY - BRICK RELIEF REPAIR

431 S. 11th St., Indiana, PA 15705

Owner:

INDIANA UNIVERSITY OF

PENNSYLVANIA

1011 South Drive Indiana, PA 15705 Attn: Mitch Peffer, CCM Tel: 724-357-4758 E-mail: mpeffer@iup.edu

Prime Consultant / Structural Engineer:

ATLANTIC ENGINEERING SERVICES

OF PITTSBURGH, INC

11 Stanwix Street, Suite 150 Pittsburgh, PA 15222 Attn: Robert Bertocchi, PE Tel: 412-338-9000 E-mail: r.bertocchi@aespj.com

Building Envelope Engineer:

BUILDING ENCLOSURE AND

RESTORATION CONSULTING, LLC

140 Stoup Road Mars, PA 16046 Attn: Mike Payne, PE, PMP Tel: 412-345-1329 E-mail: mike@beandrc.com

DRAWING LISTS

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

PE062503

ROBERT SERGIO BERTOCCHI

SXXX

XX

SIM

DETAIL CALLOUT - PLAN ,

SECTION, OR OTHER DETAIL

REVISION CLOUD

ELEVATION/LEVEL MARK WITH

LEVEL NAME

WALL SECTION - SECTION NUMBER

TOP/ SHEET NUMBER BOTTOM

NORTH ARROW

REVISION MARK

SPOT ELEVATION

DETAIL NUMBER - DETAIL NUMBER

TOP/ SHEET NUMBER BOTTOM

PLAN SYMBOLS

X

SXXX

XX

SXXX

XX

XX'-XX"

COLUMN LINE / GRID LINES NEW COLUMN/GRID

SYMBOL

EXISTING COLUMN/GRID SYMBOL

CENTER LINE

MATCH LINE

CONTROL JOINT /

ISOLATION JOINT

NEW BEAM FRAMING

INDICATES SPAN DIRECTION

EXISTING FRAMING

VERTICAL BRACING

HIDDEN LINE

WELDED WIRE REINFORCEMENT

(WWR)

Sn

INDICATES MARK

(SEE (SLAB/DECK) SCHEDULE)

GRAPHIC SYMBOLS

X

INDICATES COMPACTED FILL

OR BEARING STRADA PER

GEO-TECHNICAL REPORT

INDICATES GRANULAR FILL

INDICATES GROUT IN

SECTIONS

INDICATES NEW CONCRETE

MASONRY UNO

INDICATES NEW BRICK

INDICATES NEW CONCRETE

MATERIAL LEGEND

ELEVATION SYMBOL -

ELEVATION NAME INSIDE/

SHEET NUMBER INSIDESXXX

XX

INDICATES EXISTING BRICK

INDICATES EXISTING WALL

INDICATES EXISTING MASONRY

& AND

# POUNDS

AA AFTER ALIGNMENT

AB ANCHOR BOLT

ADDL ADDITIONAL

APP APPROVED

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

BB BOND BEAM

BE BOTH ENDS

BEW BOTTOM EACH WAY

B/ BOTTOM OF

BLDG BUILDING

BOT/BTM BOTTOM

BPL BASE/BEARING PLATE

BRG BEARING

BS BOTH SIDES

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT/

CONTRACTION JOINT

CFSF COLD-FORMED

STEEL FRAMING

CA CAISSON

CANT CANTILEVER

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE OR

COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

COORD COORDINATE

DL DEAD LOAD

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSIONS

DEG DEGREE

DOCS DOCUMENTS

DWGS DRAWINGS

EA EACH

EE EACH END

EF EACH FACE

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

ETR ESTIMATED TOP

OF ROCK ELEVATION

EW EACH WAY

EL ELEVATION

ELEV ELEVATOR

EMBED EMBEDMENT/EMBEDDED

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE/

EQUAL SPACES

ETC ETCETERA

EJ EXPANSION JOINT

EXT EXTERIOR/EXTENDED

EX EXISTING

EXP EXPANSION

FAB FABRICATOR

FDN FOUNDATION

FIN FINISH

FS FOOTING STEP

FTG FOOTING

FT FOOT

GB GRADE BEAM

GC GENERAL CONTRACTOR

GA GAUGE/GAGE

GALV GALVANIZED

GEN GENERAL

HEF HORIZONTAL EACH FACE

HORIZ HORIZONTAL

HIF HORIZONTAL INSIDE FACE

HOF HORIZONTAL OUTSIDE FACE

IF INSIDE FACE

IN INCH(ES)

INT INTERIOR

JT JOINT

K KIPS

LE LEFT END

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG HORIZ.

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LT LIGHT

L ANGLE

(2) L DOUBLE ANGLE

(3) L TRIPLE ANGLE

LTWT LIGHT WEIGHT

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NF NEAR FACE

NS NEAR SIDE/NON-SHRINK

NTS NOT TO SCALE

NWT NORMAL WEIGHT

OC ON CENTER

OF OUTSIDE FACE

OPER OPERATING

OPNG OPENING

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PC PRECAST CONCRETE

PERP PERPENDICULAR

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

R RADIUS

RE RIGHT END

REINF REINFORCING/REINFORCED

REM REMAINDER

REQD REQUIRED

SC SLIP CRITICAL

SCHED SCHEDULE

SIM SIMILAR

SF SQUARE FOOT

SL SOCKET LENGTH

SOG SLAB-ON-GROUND

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STIFF STIFFENER

STRUCT STRUCTURAL

T TOP

T/ TOP OF

TEMP TEMPORARY

TEW TOP EACH WAY

TRANS TRANSVERSE

TYP TYPICAL

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD OR

VERTICAL INSIDE FACE

VERT VERTICAL

VEF VERTICAL EACH FACE

VOF VERTICAL OUTSIDE FACE

W/ WITH

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL ABBREVIATIONS:

SECTION

SCALE:

XXX

1/8" = 1'-0" SXXX

SECTION NUMBER

SHEET NUMBER

DETAIL

SCALE:

XXX

1/8" = 1'-0" SXXX

DETAIL NUMBER

SHEET NUMBER

ELEVATION

SCALE:

XXX

1/8" = 1'-0" SXXX

ELEVATION NUMBER

SHEET NUMBER

3/4"

3/4"

3/4"

VIEW LEGEND

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

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GENERAL NOTES,

LEGENDS & SYMBOLS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

GENERAL NOTES

100. DESIGN CRITERIA

100.1 DESIGN BUILDING CODE:

A. INTERNATIONAL BUILDING CODE, 2018

100.2 LATERAL LOADS:

A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER GENERAL NOTE

100.1): NO SIGNIFICANT CHANGE IN WIND EXPOSURE.

B. EARTHQUAKE LOADS FOR DESIGN OF BUILDING STRUCTURES (IN ACCORDANCE WITH

DESIGN BUILDING CODE PER GENERAL NOTE 100.1): NO SIGNIFICANT CHANGE IN

SEISMIC MASS.

110. GENERAL

110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC ENGINEERING

SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES OR SYMBOLS, OTHER THAN

PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE

AUTHORIZATION OF ATLANTIC ENGINEERING SERVICES AND ARE INVALID.

110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL

FEATURES, UNLESS NOTED OTHERWISE. THE ARCHITECTURAL DRAWINGS SHALL

GOVERN THE WORK FOR ALL DIMENSIONS.

110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS INDICATED ON

DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND EXTENT OF STRUCTURAL

WORK. IF A REQUIRED DIMENSION IS NOT FURNISHED ON DRAWINGS, THE CONTRACTOR

SHALL SUBMIT A REQUEST FOR INFORMATION TO OBTAIN THE DIMENSION.

110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURAL

COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS.

110.5 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC., AND

SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES, ADDITIONAL

INFORMATION, ETC., BEFORE BEGINNING THE WORK.

110.6 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF EXISTING

STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS TO

MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO REMAIN.

PROVIDE SHORING AS REQUIRED.

110.7 THE CONTRACTOR SHALL PREPARE A WRITTEN DEMOLITION PLAN TO BE SUBMITTED TO

THE ENGINEER FOR REVIEW. THIS PLAN IS TO INDICATE, AS A MINIMUM, SEQUENCE OF

DEMOLITION OPERATIONS, LOCATION OF PROPOSED TEMPORARY SHORING,

SCAFFOLDING, BRACING, ETC., AND PROPOSED METHOD OF DEMOLITION. IF REQUIRED,

THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER

LICENSED TO PRACTICE IN THE STATE OF PENNSYLVANIA FOR THE DESIGN OF

TEMPORARY SHORING AND BRACING. THE REVIEW OF THE PROPOSED DEMOLITION PLAN

IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE

WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. COMMENTS

REGARDING THESE SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE

WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING THE STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN DURING

AND AFTER DEMOLITION AND SUBSEQUENT CONSTRUCTION ACTIVITIES. IF REQUIRED,

THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER

LICENSED TO PRACTICE IN THE STATE OF PENNSYLVANIA TO EVALUATE THE STABILITY

AND STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE AS ALTERED BY THE

CONTRACTOR’S DEMOLITION PLAN. THE CONTRACTOR IS RESPONSIBLE FOR

PERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER.

110.8 STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH BOTH THE LETTER OF

SPECIAL INSPECTIONS PERPARED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE AND ALL LOCAL ORDINANCES. THE OWNER SHALL ENGAGE AN EXPERIENCED,

QUALIFIED INSPECTION AGENCY, SUBJECT TO THE REVIEW OF THE ENGINEER, TO

PERFORM ALL INSPECTION WORK, AS REQUIRED.

110.9 STRUCTURAL WORK SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF

THE PROJECT SPECIFICATIONS AND THE GENERAL NOTES. THE OWNER SHALL ENGAGE

AN EXPERIENCED, QUALIFIED TESTING AGENCY, SUBJECT TO THE REVIEW OF THE

ENGINEER, TO PERFORM ALL TESTING WORK, AS REQUIRED.

120. SHOP DRAWINGS AND DELEGATED DESIGN SUBMITTALS

120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY ATLANTIC

ENGINEERING SERVICES AND THE PROJECT ENGINEEER. SHOP DRAWINGS SHALL BE

SUBMITTED FOR ALL STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

A. FABRICATED STRUCTURAL STEEL

120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE INFORMATION FOR THE

PRODUCTS OR COMPONENTS TO BE SUPPLIED. SUBMITTAL INFORMATION SHALL

INCLUDE, BUT NOT BE LIMITED TO: MEMBER SIZES AND DIMENSIONS; GRADES OF

MATERIAL FURNISHED; MATERIAL PREPARATION REQUIRED; MATERIAL FINISH AND

MATERIAL COATINGS TO BE FURNISHED; INFORMATION REGARDING CUTS, COPES, AND

HOLES REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER

DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION PROCEDURES,

INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.

120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL HAVE ALL

REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION CLOUDED OR OTHERWISE

IDENTIFIED ON THE RESUBMITTED SHEETS. RESUBMITTALS AND RECORD COPY

SUBMITTALS WITHOUT IDENTIFICATION OF REVISIONS WILL BE REJECTED WITHOUT

REVIEW.

120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL DRAWINGS,

OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION DRAWINGS TO BE

SUBMITTED FOR THIS PROJECT WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION OF ATLANTIC ENGINEERING SERVICES. SUBMITTED SHOP DRAWINGS WHICH

CONTAIN COPIES OR REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL

DRAWINGS WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING

SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC CONTRACTOR OR

SUB-CONTRACTOR TO USE PORTIONS OF THE STRUCTURAL DRAWINGS IN THEIR

PREPARATION OF SHOP DRAWINGS REQUIRES THAT CONTRACTOR OR SUB-

CONTRACTOR TO ENTER INTO A WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING

SERVICES AND TO PAY A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND

IS EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS PROJECT.

120.5 THE CONTRACTOR SHALL SUBMIT ELECTRONIC OR PRINTED COPIES OF SHOP DRAWINGS

(ELECTRONIC COPIES ARE PREFERRED). COPIES SHALL BE SUBMITTED TO ATLANTIC

ENGINEERING SERVICES IN PDF FILE FORMAT (ISO 32000-1), WITH ONE (1) ELECTRONIC

FILE PER SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL REVIEW, ANNOTATE, AND

RETURN ONE (1) FILE TO THE ARCHITECT FOR THEIR REVIEW AND DISTRIBUTION TO THE

CONTRACTOR.

120.6 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR

CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE

INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. COMMENTS REGARDING

THESE SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS

WORK IN A SAFE AND SATISFACTORY MANNER.

350. CONCRETE/MASONRY ANCHORS

350.1 THE “HAS-E THREADED ROD” SHALL CONFORM TO ASTM F1554, GRADE 55 WITH A

MINIMUM TENSILE STRENGTH OF 75 KSI. THE NUT SHALL CONFORM TO ASTM A194/194M,

GRADE 2H HEAVY or ASTM A563-15 GRADE C.

350.2 THE “HIT-Z ANCHOR ROD” SHALL CONFORM TO AISI 1038 WITH A MINIMUM TENSILE

STRENGTH OF 94.2 KSI. THE NUT SHALL CONFORM TO ASTM A563 AND ANSI B18.2.2. HIT-Z

THREADED RODS MAY BE USED IN UN-CLEANED HOLES IN ACCORDANCE WITH HILTI

SPECIFICATIONS.

350.3 ALL EXPANSION ANCHORS FOR ANCHORING TO CONCRETE OR GROUT-FILLED MASONRY

SHALL BE “HILTI KWIK-BOLT TZ2 EXPANSION ANCHORS” AS MANUFACTURED BY HILTI

FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT).

350.4 ALL ADHESIVE ANCHORS FOR ANCHORING TO GROUT-FILLED MASONRY SHALL BE “HILTI

HIT—HY 270 ADHESIVE ANCHORS” AS MANUFACTURED BY HILTI FASTENING SYSTEMS,

INC. (OR EQUAL).

350.5 ALL ADHESIVE ANCHORS FOR ANCHORING TO HOLLOW MASONRY SHALL BE HILTI “HIT-HY

270 ADHESIVE ANCHORS” WITH PLASTIC MESH SCREEN TUBES INDICATED ON THE

DRAWINGS AND MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. (OR APPROVED

EQUIVALENT).

350.6 ALL EXPANSION ANCHORS FOR ANCHORING TO HOLLOW MASONRY SHALL BE “HILTI HLC

SLEEVE ANCHORS” AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. (OR EQUAL).

350.7 THE SPACING, EDGE DISTANCE, AND MINIMUM EMBEDMENT OF POST-INSTALLED

ANCHORS SHALL BE AS INDICATED ON DRAWINGS. THE INSTALLATION OF THE ANCHORS

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES.

510. STRUCTURAL STEEL

510.1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH ANSI/AISC 360 - 16

“SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.” LOADS, FORCES AND MOMENTS

INDICATED ARE SERVICE LEVEL AND ARE INTENDED FOR USE WITH THE ALLOWABLE

STRENGTH DESIGN PROVISIONS OF THE CODE.

510.2 GRADE OF STEEL

A. STRUCTURAL W, C, AND MC SHAPES ASTM A992

B. STRUCTURAL L SHAPES ASTM A572 GRADE 50

C. PLATES AND BARS ASTM A36

510.3 ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS

D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. ELECTRODES SHALL BE

E70XX FOR MANUAL ARC WELDING AND F7X-EXXX FOR SUBMERGED ARC WELDING.

510.4 RELIEF ANGLES AND OTHER ASSEMBLIES SUPPORTING COMPONENTS PLACED AFTER

STEEL FRAME ERECTION SHALL BE ADJUSTED FOR LEVELNESS AND PLUMBNESS AFTER

CONCRETE SLABS HAVE BEEN PLACED.

510.5 ALL STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL ALL FLOOR SLABS, ROOF DECKS, AND SHEAR WALLS HAVE BEEN INSTALLED AND BECOME CAPABLE OF

STABILIZING THE FRAMES.

510.6 ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE WELDED, FIELD

BOLTED, OR FIREPROOFED, SHALL BE SHOP PAINTED PER THE REQUIREMENTS OF THE

SPECIFICATIONS.

510.7 CLEAN ALL EXISTING AND NEW STEEL FREE OF LOOSE SCALE, RUST, OIL, GREASE, AND

OTHER BOND-INHIBITING SUBSTANCES IN ACCORDANCE WITH STEEL STRUCTURES

PAINTING COUNCIL (SSPC) SURFACE PREPARATION 6. COORDINATE PAINTING

REQUIREMENTS WITH SPECIFICATIONS.

510.8 ALL EXPOSED STRUCTURAL STEEL SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL (AESS) AND SHALL COMPLY WITH FABRICATION REQUIREMENTS, INCLUDING

TOLERANCE LIMITS, OF AISC'S “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES” FOR STRUCTURAL STEEL IDENTIFIED AS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL.

510.9 FABRICATE AESS WITH EXPOSED SURFACES SMOOTH, SQUARE, AND FREE OF SURFACE

BLEMISHES INCLUDING PITTING, RUST, SCALE, SEAM MARKS, ROLLER MARKS, ROLLED

TRADE NAMES, AND ROUGHNESS.

510.10 REMOVE BLEMISHES IN AESS BY FILLING OR GRINDING OR BY WELDING AND GRINDING

BEFORE CLEANING, TREATING, AND SHOP PRIMING.

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

G5

S1

S2

S3

G2

G3 G4

G6

G7

G8

G10

G11

G12

G13

G14

G15

G15A

G6D

G6C

G6B

G6A

G7A

G7B

G00HG00H2

G5

G7C

G7D

UP

B04B06B07

B08B09B10B11

B14

B00H

B02

B18B17B16B15

B04A

B01

B19

MECHANICAL

EQUIP

ROOM

ELECTRICAL

ROOM

B12

RAMP UP

R A

M P

U P

DN

UP

UP

UP

B13

G4

STAPLETON LIBRARY

STABLEY LIBRARY

PLANTER

RAMP DOWN 5'-0"

WHEEL

CHAIR

LIFT

BASEMENT UP

B03

B21

G3

S2 G4A

G5 G6

G6A G7

G8

G9

G9A

G00H S1

G8A

G4B

G4C

WHEEL

CHAIR

LIFT

OFFICE

B30

DIR OFFICE DIR OFFICE

B33

SM MTG

B26

SM MTG

B27

SM MTG

B28

SM MTG

B29

WORK RM

B25

GRAD

WORK RM

B24

CONF

ROOM

B23

ADMIN

ASST

B22

ADMIN

ASST

B21

B20

VESTIBULE

B32 B31

B34

B20

B00H1

S1

S2

S3

S1

S2

110A

101A

101B

101C

101D

102102A

102B104105106107

100V

112 113

100H

101102

103109

105 105A

107A

102C

102D

107B IDF

108106

IDF

104A 104B

100H

S1

S2

S3

S1

S2

217209

203C

227 237

203B

203A

203E

205204

203D 203F

205 206 207 208 209

209A

200H

203A

PRIVATE

WRITING

WRITING

CENTER

203B

203C

203D PRIVATE

WRITING

S200

E1

S200

E2

S201

E3

S201

E4

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

ACCESS AND PROTECTION

NOTE 1

ALTERNATE 1:

ACCESS AND PROTECTION

NOTE 1

S200

E1

S200

E2

S201

E3

S201

E4

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

ACCESS AND PROTECTION

NOTE 1

ALTERNATE 1:

ACCESS AND

PROTECTION

NOTE 1

ACCESS AND PROTECTION

NOTE 1

S200

E1

S200

E2

S201

E3

S201

E4

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

WINDOW PROTECTION

NOTE 2

ALTERNATE 1:

WINDOW PROTECTION

NOTE 2

ALTERNATE 1:

WINDOW PROTECTION

NOTE 2

ALTERNATE 1:

WINDOW PROTECTION

NOTE 2

WINDOW PROTECTION

NOTE 2

WINDOW PROTECTION

NOTE 2

WINDOW PROTECTION

NOTE 2

WINDOW PROTECTION

NOTE 2

ALTERNATE 1:

WINDOW PROTECTION

NOTE 2

ALTERNATE 1:

WINDOW PROTECTION

NOTE 2

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

A u to d e s k D o c s /2

-2

I

U P

S ta p le to n

L ib ra ry

B ri c k R e lie f R e p a ir /2

^R

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P S ta p le to n L ib ra ry B ri c k R e lie f R e p a ir

S

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.r v t

/9

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PLANS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

SCALE: 1" = 20'-0"

Ground Floor Reference Plan

SCALE: 1" = 20'-0"

First Floor Reference Plan

SCALE: 1" = 20'-0"

Second Floor Reference Plan

REFERENCE PLAN GENERAL NOTES:

BASE WORK AREA SCOPE:

A. WHERE SHOWN, PROVIDE SELECTIVE DEMOLITION OF EXISTING BRICK ASSEMBLY TO ALLOW FOR REPAIR OF THE SUPPORTING STEEL AND REPLACEMENT OF BUILDING ENVELOPE SYSTEMS PER DETAILS AND NOTES AS REFERENCED ON PLANS AND ELEVATIONS. THIS INCLUDES TEMPORARY SUPPORTS FOR

THE REMAINING BRICK ABOVE.

B. UPON COMPLETION OF UNDERLYING REPAIR WORK, REPLACE PORTION OF BRICK EXTERIOR ASSEMBLY WHICH WAS TEMPORARILY REMOVED TO ALLOW FOR REPAIR. NEW BRICKS AND MORTAR TO ALIGN WITH AND VISUALLY MATCH EXISTING AS DETERMINED BY THE OWNER AND ENGINEER. SEE SPECIFICATION

FOR MOCK-UP REQUIREMENTS.

C. WHERE INDICATED, REMOVE AND REPLACE BRICK CONTROL JOINT SEALANT AND BACKER ROD FOR

FULL HEIGHT OF JOINT IN AREAS OF WORK. SEE ELEVATIONS FOR LOCATIONS.

ALTERNATE 1 WORK AREA SCOPE:

PROVIDE EXTERIOR REPAIRS PER BASE WORK AREA SCOPE ON THE REMAINING PORTIONS OF THE FACADES.

REPAIR WORK INCLUDES ALL TYPICAL STRUCTURAL AND ENVELOPE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, INCLUDING SOFFIT REPAIRS, REPLACEMENT OF BRICK CONTROL JOINTS, REPLACEMENT OF WINDOW

CAULKING AND BACKER ROD.

REFERENCE PLAN KEYED NOTES:

1. PROVIDE UNOBSTRUCTED ACCESS AND OVERHEAD PROTECTION AS REQUIRED FOR MEANS OF EGRESS

AND LOADING DOCK AREAS DURING REPAIR WORK.

2. PROVIDE PROTECTION TO WINDOW SYSTEMS AS REQUIRED BELOW AREAS OF WORK.

0 20' 40'

SCALE: 1" = 20'-0"

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

S200

E1

S200

E2

S201

E3

S201

E4

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

SOLID LINE REPRESENTS

EXTENTS OF BASE BID EXTERIOR

REPAIRS WHERE SHOWN

ALTERNATE 1:

DASHED LINE REPRESENTS

CONTINUATION OF REPAIRS

ON REMAINING EXTENTS ON

ALL FACADES

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

A u to d e s k D o c s /2

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A

PLANS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

SCALE: 1/16" = 1'-0"

Second Floor Reflected Soffit Reference Plan

REFERENCE PLAN GENERAL NOTES:

BASE WORK AREA SCOPE:

A. WHERE SHOWN, PROVIDE SELECTIVE DEMOLITION OF EXISTING BRICK ASSEMBLY TO ALLOW FOR REPAIR OF THE SUPPORTING STEEL AND REPLACEMENT OF BUILDING ENVELOPE SYSTEMS PER DETAILS AND NOTES AS REFERENCED ON PLANS AND ELEVATIONS. THIS INCLUDES TEMPORARY SUPPORTS FOR

THE REMAINING BRICK ABOVE.

B. UPON COMPLETION OF UNDERLYING REPAIR WORK, REPLACE PORTION OF BRICK EXTERIOR ASSEMBLY WHICH WAS TEMPORARILY REMOVED TO ALLOW FOR REPAIR. NEW BRICKS AND MORTAR TO ALIGN WITH AND VISUALLY MATCH EXISTING AS DETERMINED BY THE OWNER AND ENGINEER. SEE SPECIFICATION

FOR MOCK-UP REQUIREMENTS.

C. WHERE INDICATED, REMOVE AND REPLACE BRICK CONTROL JOINT SEALANT AND BACKER ROD FOR

FULL HEIGHT OF JOINT IN AREAS OF WORK. SEE ELEVATIONS FOR LOCATIONS.

ALTERNATE 1 WORK AREA SCOPE:

PROVIDE EXTERIOR REPAIRS PER BASE WORK AREA SCOPE ON THE REMAINING PORTIONS OF THE FACADES.

REPAIR WORK INCLUDES ALL TYPICAL STRUCTURAL AND ENVELOPE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, INCLUDING SOFFIT REPAIRS, REPLACEMENT OF BRICK CONTROL JOINTS, REPLACEMENT OF WINDOW

CAULKING AND BACKER ROD.

0 16' 32'

SCALE: 1/16" = 1'-0"

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

FIRST FLOOR

0"

FIRST FLOOR

0"

SECOND FLOOR

12'-8"

SECOND FLOOR

12'-8"

THIRD FLOOR

26'-0"

THIRD FLOOR

26'-0"

ROOF

40'-0"

ROOF

40'-0"

A B C D F G H

CJCJCJCJCJCJCJ

WSCJCJCJCJ WS

A1

WS

S300

S300

S300

101TYP AT

OUTSIDE

CORNERS

TYP AT

OVERHANG

TYP AT

WINDOWS

BE102

BE101

BE101

S300

102TYP AT

BRICK

WINDOW

JAMBS

BE101

S300

BE101

BE102

BE101

SIM OUTSIDE

CORNER AT

STOREFRONT

INSIDE CORNER AT

CONTRACT LIMIT

BE101

INSIDE

CORNER

BEYOND

FIRST FLOOR

0"

FIRST FLOOR

0"

SECOND FLOOR

12'-8"

SECOND FLOOR

12'-8"

THIRD FLOOR

26'-0"

THIRD FLOOR

26'-0"

ROOF

40'-0"

ROOF

40'-0"

1 2 3 4 5 5.1 6 7 8

A1

WS

A1

WS

S300

100 TYP AT

OVERHANG

CJ CJ CJ CJWS

S300

TYP AT

OVERHANG

S300

TYP AT

CORNERS

S300

101 TYP AT

WINDOWS S300

103 TYP AT

CORNERS

CJ CJ CJCJ

BE102

BE101

BE101

BE101

BE102

S300

TYP AT

BRICK

WINDOW

JAMBS

BE101

S300

100 TYP AT

WINDOW

BE101

SEE E3/S201 FOR

ADD'L DETAIL TAGS

SEE E1/S200 FOR

ADD'L DETAIL TAGS

S300

101 TYP AT

WINDOW

BE101

HATCHING DENOTES BASE SCOPE OF BRICK

SHELF REPAIR WORK

HATCHING DENOTES ALTERNATE 1 SCOPE OF BRICK

SHELF REPAIR WORK

LEGEND

CJ OR WS DENOTE BASE SCOPE CONTROL JOINT OR

WINDOW SEALANT REPLACEMENT PER TYPICAL DETAILS

A1CJ OR A1WS DENOTE ALTERNATE 1 CONTROL JOINT OR

WINDOW SEALANT REPLACEMENT PER TYPICAL DETAILS

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

S201

E3

S201

E4

S200

E1

S200

E2

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

A u to d e s k D o c s /2

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S200

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A

ELEVATIONS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

ELEVATION

SCALE: 1" = 10'-0" S200

E1

ELEVATION

SCALE: 1" = 10'-0" S200

E2

ELEVATION GENERAL NOTES:

BASE WORK AREA SCOPE:

A. WHERE SHOWN, PROVIDE SELECTIVE DEMOLITION OF EXISTING BRICK ASSEMBLY TO ALLOW FOR REPAIR OF THE SUPPORTING STEEL AND REPLACEMENT OF BUILDING ENVELOPE SYSTEMS PER DETAILS AND NOTES AS REFERENCED ON PLANS AND ELEVATIONS. THIS INCLUDES TEMPORARY SUPPORTS FOR THE

REMAINING BRICK ABOVE.

B. UPON COMPLETION OF UNDERLYING REPAIR WORK, REPLACE PORTION OF BRICK EXTERIOR ASSEMBLY WHICH WAS TEMPORARILY REMOVED TO ALLOW FOR REPAIR. NEW BRICKS AND MORTAR TO ALIGN WITH AND VISUALLY MATCH EXISTING AS DETERMINED BY THE OWNER AND ENGINEER. SEE SPECIFICATION

FOR MOCK-UP REQUIREMENTS.

C. WHERE INDICATED, REMOVE AND REPLACE BRICK CONTROL JOINT SEALANT AND BACKER ROD FOR

FULL HEIGHT OF JOINT IN AREAS OF WORK. SEE ELEVATIONS FOR LOCATIONS.

D. PROVIDE SEALANT AT ALL THROUGH WALL PENETRATIONS PER 02/BE102.

ALTERNATE 1 WORK AREA SCOPE:

PROVIDE EXTERIOR REPAIRS PER BASE WORK AREA SCOPE ON THE REMAINING PORTIONS OF THE FACADES.

REPAIR WORK INCLUDES ALL TYPICAL STRUCTURAL AND ENVELOPE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, INCLUDING SOFFIT REPAIRS, REPLACEMENT OF BRICK CONTROL JOINTS, REPLACEMENT OF WINDOW

CAULKING AND BACKER ROD.

KEYPLAN

0 10' 20'

SCALE: 1" = 10'-0"

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

FIRST FLOOR

0"

FIRST FLOOR

0"

SECOND FLOOR

12'-8"

SECOND FLOOR

12'-8"

THIRD FLOOR

26'-0"

THIRD FLOOR

26'-0"

ROOF

40'-0"

ROOF

40'-0"

H G F D C B A

S300

100 TYP AT

OVERHANG

A1

WS

A1

WS

A1

WS

WS

A1

CJ

CJ A1

CJ

A1

CJ

CJ CJ

A1

CJ

A1

CJ CJ

S300

101 TYP AT

WINDOWS

S300

103 TYP AT

CORNERS

BE101

BE101

BE102

S300

TYP AT

BRICK

WINDOW

JAMBS

BE101

SEE

ELEVATION

E4/S201

FOR SCOPE

BE102

01OUTSIDE

CORNER

BE101

05 INSIDE

CORNER

BEYOND

S300

BE102

BE101

BE102

01 SIM OUTSIDE

CORNER AT

STOREFRONT

INSIDE

CORNER AT

CONTRACT LIMIT

FIRST FLOOR

0"

FIRST FLOOR

0"

SECOND FLOOR

12'-8"

SECOND FLOOR

12'-8"

THIRD FLOOR

26'-0"

THIRD FLOOR

26'-0"

ROOF

40'-0"

ROOF

40'-0"

10 9 8 7 6 5.1 5 4 3 2 1

A1

WS

A1

WS

A1

WS

A1

WS

A1

WS

CJ CJ CJ A1

CJ

A1

CJ

A1

CJ

CJ CJCJ

WS WS

S300

103 TYP AT

CORNERS S300

101 TYP AT

WINDOWS S300

100 TYP AT

OVERHANG

A1

CJ

A1

CJ

A1

CJ

A1

CJ

BE102

BE101

BE101

S300

TYP AT

BRICK

WINDOW

JAMBS

BE101

AT INSIDE

CORNER

BE101

05 TYP AT

PIER

S300

SIM

BE101

S300

BE101

TYP AT ENTRY

STOREFRONT

BE101

05 AT INSIDE

CORNER

S300

BE102

TYP AT

OUTSIDE

CORNER

HATCHING DENOTES BASE SCOPE OF BRICK

SHELF REPAIR WORK

HATCHING DENOTES ALTERNATE 1 SCOPE OF BRICK

SHELF REPAIR WORK

LEGEND

CJ OR WS DENOTE BASE SCOPE CONTROL JOINT OR

WINDOW SEALANT REPLACEMENT PER TYPICAL DETAILS

A1CJ OR A1WS DENOTE ALTERNATE 1 CONTROL JOINT OR

WINDOW SEALANT REPLACEMENT PER TYPICAL DETAILS

A B C D E F G H

5.1

STABLEY LIBRARY

NOT IN SCOPE

S201

E3

S201

E4

S200

E1

S200

E2

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

A u to d e s k D o c s /2

-2

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U P

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L ib ra ry

B ri c k R e lie f R e p a ir /2

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S

T R

.r v t

/9

/2

:4

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A M

S201

IU

P

S ta p le to n

L ib ra ry

B ri c k R e lie f R e p a ir

S th

S t, I n d ia n a

P

A

ELEVATIONS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

ELEVATION

SCALE: 1" = 10'-0" S201

E3

ELEVATION

SCALE: 1" = 10'-0" S201

E4

ELEVATION GENERAL NOTES:

BASE WORK AREA SCOPE:

A. WHERE SHOWN, PROVIDE SELECTIVE DEMOLITION OF EXISTING BRICK ASSEMBLY TO ALLOW FOR REPAIR OF THE SUPPORTING STEEL AND REPLACEMENT OF BUILDING ENVELOPE SYSTEMS PER DETAILS AND NOTES AS REFERENCED ON PLANS AND ELEVATIONS. THIS INCLUDES TEMPORARY SUPPORTS FOR THE

REMAINING BRICK ABOVE.

B. UPON COMPLETION OF UNDERLYING REPAIR WORK, REPLACE PORTION OF BRICK EXTERIOR ASSEMBLY WHICH WAS TEMPORARILY REMOVED TO ALLOW FOR REPAIR. NEW BRICKS AND MORTAR TO ALIGN WITH AND VISUALLY MATCH EXISTING AS DETERMINED BY THE OWNER AND ENGINEER. SEE SPECIFICATION

FOR MOCK-UP REQUIREMENTS.

C. WHERE INDICATED, REMOVE AND REPLACE BRICK CONTROL JOINT SEALANT AND BACKER ROD FOR

FULL HEIGHT OF JOINT IN AREAS OF WORK. SEE ELEVATIONS FOR LOCATIONS.

D. PROVIDE SEALANT AT ALL THROUGH WALL PENETRATIONS PER 02/BE102.

ALTERNATE 1 WORK AREA SCOPE:

PROVIDE EXTERIOR REPAIRS PER BASE WORK AREA SCOPE ON THE REMAINING PORTIONS OF THE FACADES.

REPAIR WORK INCLUDES ALL TYPICAL STRUCTURAL AND ENVELOPE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, INCLUDING SOFFIT REPAIRS, REPLACEMENT OF BRICK CONTROL JOINTS, REPLACEMENT OF WINDOW

CAULKING AND BACKER ROD.

KEYPLAN

0 10' 20'

SCALE: 1" = 10'-0"

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.

CL EX COLUMN

CL EX BEAM

EX SLAB ON DECK

EX FLOOR BEAM

EX ANGLE BRACES

EX EDGE BEAM

EX BRICK VENEER

EX MASONRY

BACKUP

CONT NEW GALV PL3/8X7-1/2

NOTE 1

EX PL TO BE CUT BACK TO

CL OF EX BEAM, NOTE 1

EX MASONRY BACKUP

EX BRICK VENEER

NOTE 3

1/4 4-8

1/2" BRICK OVERHANG

4-8

NOTE 2

GAP

1/4"

NOTES:

1. CUT BACK EX PLATE TO CL OF EX BEAM. CONTRACTOR TO USE GUIDE

AND CUT PLATE AS STRAIGHT AS POSSIBLE. DO NOT OVERCUT INTO

STEEL BEAM. ANY OVERCUT INTO BEAM TO BE REPAIRED W/

BACKGOUGE AND WELD REPAIR. ALIGN NEW PLATE JOINTS W/ EX

JOINTS. VERIFY JOINT LOCATIONS IN FIELD.

2. PROVIDE FULL PENETRATION WELD AT LENGTH AND SPACING

INDICATED TO JOIN NEW PLATE TO EXISTING PLATE AND BEAM

BOTTOM FLANGE. GRIND WELD SMOOTH PER AESS REQUIREMENTS

OF THE GENERAL NOTES TO PROVIDE CLEAN APPEARANCE PER

ARCHITECTURAL REQUIREMENTS. REPAIR DAMAGED GALVANIZING

PER GEN NOTE 510.14.

3. EX BRICK VENEER TO BE PROTECTED DURING CUTTING AND WELDING

OPERATIONS OF THE STEEL PLATE. DAMAGE TO EX BRICK SHALL BE

REPAIRED.

4. AT WINDOW PROJECTIONS, CUT PLATE PER DETAIL BELOW AND

ATTACH NEW PLATE TO EX PLATE PER NOTE 2 ABOVE.

5. SEE BE DRAWINGS FOR WATERPROOFING, INSULATION, FLASHING,

SEALANT, AND ALL BUILDING ENVELOPE REQUIREMENTS

2'-9 25 3/256"

PROVIDE TEMPORARY BRICK

SUPPORT ANGLES, REMOVE

EX BRICK, AND REPLACE AFTER

INSTALLATION OF ENVELOPE

SYSTEMS. SEE "ELEVATION OF

TEMPORARY BRICK SUPPORT

ANGLES" BELOW FOR ADD'L

INFORMATION

CL EX COLUMN

CL EX BEAM

EX SLAB ON DECK

EX FLOOR BEAM

EX ANGLE BRACES

EX EDGE BEAM

EX BRICK VENEER

EX MASONRY

BACKUP

EX WINDOW SYSTEM

NOTES:

1. CLEAN AND PAINT EXISTING STEEL PLATE PER SPECIFICATIONS.

2. SEE BE DRAWINGS FOR WATERPROOFING, INSULATION, FLASHING,

SEALANT, AND ALL BUILDING ENVELOPE REQUIREMENTS

EX PL TO REMAIN

AND BE CLEANED.

NOTE 1

2'-9 25 3/256"

PROVIDE TEMPORARY BRICK

SUPPORT ANGLES, REMOVE

EX BRICK, AND REPLACE AFTER

INSTALLATION OF ENVELOPE

SYSTEMS. SEE "ELEVATION OF

TEMPORARY BRICK SUPPORT

ANGLES" BELOW FOR ADD'L

INFORMATION

EX BRICK VENEER

EX MASONRY

BACKUP

EX COLUMN

EX ANGLE BRACE

EX STEEL BEAM

EX BRICK VENEER

NOTE 3

CONT NEW GALV PL3/8X7-1/2

NOTE 1

EX PL TO BE CUT BACK TO

CL OF EX BEAM, NOTE 1

CL EX COLUMN

CL EX BEAM

1/4 4-8

1/2" BRICK OVERHANG

4-8

NOTE 2

GAP

1/4"

NOTES:

1. CUT BACK EX PLATE TO CL OF EX BEAM. CONTRACTOR TO USE GUIDE

AND CUT PLATE AS STRAIGHT AS POSSIBLE. DO NOT OVERCUT INTO

STEEL BEAM. ANY OVERCUT INTO BEAM TO BE REPAIRED W/

BACKGOUGE AND WELD REPAIR. ALIGN NEW PLATE JOINTS W/ EX

JOINTS. VERIFY JOINT LOCATIONS IN FIELD.

2. PROVIDE FULL PENETRATION WELD AT LENGTH AND SPACING

INDICATED TO JOIN NEW PLATE TO EXISTING PLATE AND BEAM BOTTOM

FLANGE. GRIND WELD SMOOTH PER AESS REQUIREMENTS OF THE

GENERAL NOTES TO PROVIDE CLEAN APPEARANCE PER

ARCHITECTURAL REQUIREMENTS. REPAIR DAMAGED GALVANIZING PER

GEN NOTE 510.14.

3. EX BRICK VENEER TO BE PROTECTED DURING CUTTING AND WELDING

OPERATIONS OF THE STEEL PLATE. DAMAGE TO EX BRICK SHALL BE

REPAIRED.

4. SEE BE DRAWINGS FOR WATERPROOFING, INSULATION, FLASHING,

SEALANT, AND ALL BUILDING ENVELOPE REQUIREMENTS

2'-9 25 3/256"

PROVIDE TEMPORARY BRICK

SUPPORT ANGLES, REMOVE

EX BRICK, AND REPLACE AFTER

INSTALLATION OF ENVELOPE

SYSTEMS. SEE "ELEVATION OF

TEMPORARY BRICK SUPPORT

ANGLES" BELOW FOR ADD'L

INFORMATION

CL ANGLE CL ANGLE

EX BEAM

EX BOT PL

EX BRICK TO REMAIN

NOTE 1

L6x6x1/2 x 1'-0" LONG

ANCHORED TO WALL W/

(2) 1/2" DIA HILTI HLC SLEEVE

ANCHORS AT 8" SPACING

EX MASONRY BACKUP

NOTE 1

NOTES:

1. OPEN POCKET IN EX BRICK VENEER AND REMOVE EXISTING

ENVELOPE SYSTEM AS REQUIRED TO EXPOSE MASONRY

BACKUP. INSTALL L6X6 ANGLES AS INDICATED AND REMOVE

BRICK BELOW THE LEVEL OF THE ANGLE SUPPORT. ANGLES

TO REMAIN IN PLACE UNTIL STEEL WORK IS COMPLETED AND

NEW BRICK IS INSTALLED. CUT ANCHOR HEADS AS REQ'D FOR

COMPLETION OF NEW ENVELOPE SYSTEM. INSTALL BRICK AT

ANGLE POCKET LOCATION AFTER ENVELOPE SYSTEM PATCH

IS COMPLETED AT POCKET.

8" TYP

4'-0" MAX TYP

SHADED EXTENT REPRESENTS

EX BRICK TO BE TEMPORARILY

REMOVED

NOTE 1

T/STEEL BEAM

T/BRICK REMOVAL

OPEN POCKETS IN BRICK

FOR ANCHOR ACCESS

NOTE 1

L2x2x5/16 COPED AT L6x6.

EXTEND OUTSTANDING LEG

OF L2x2 TO HORIZ LEG OF L6x6. PROVIDE (1) 1/2" DIA

HILTI HLC SLEEVE ANCHOR3/16

3/16

TYP

TYP

NEW PLATE

PORTION OF EX PL

PLATE TO REMAIN

LINE OF PLATE CUT

EX WINDOW

EX BRICK VENEER

EX CONC MASONRY BACKUP

4"

INTERIOR

EXTERIOR

EX WINDOW

EX BRICK VENEER

EX CONC MASONRY BACKUP

REMOVE AND REPLACE SEALANT

AND BACKER ROD AT PERIMETER

OF WINDOW SYSTEMS PER

SPECIFICATIONS WHERE INDICATED

EX INTERIOR SEALANT

AND BACKER ROD

BE102

EXTERIOR

INTERIOR

EX BRICK VENEER

EX MASONRY

BACKUP

REMOVE AND REPLACE CONTROL

JOINT SEALANT AND BACKER ROD

PER SPECIFICATIONS FOR FULL

HEIGHT OF JOINT WHERE INDICATED

EX INTERIOR SEALANT

AND BACKER ROD

EX COLUMN

BE102

CL EX COLUMN

CL EX BEAM

EX SLAB ON DECK

EX FLOOR BEAM

EX ANGLE BRACES

EX EDGE BEAM

EX BRICK VENEER

EX MASONRY

BACKUP

EX PL TO REMAIN AND BE

CLEANED. NOTE 1

EX BRICK VENEER

EX MASONRY BACKUP

NOTES:

1. CLEAN AND PAINT EXISTING STEEL PLATE PER SPECIFICATIONS.

2. SEE BE DRAWINGS FOR WATERPROOFING, INSULATION, FLASHING,

SEALANT, AND ALL BUILDING ENVELOPE REQUIREMENTS

2'-9 25 3/256"

PROVIDE TEMPORARY BRICK

SUPPORT ANGLES, REMOVE

EX BRICK, AND REPLACE AFTER

INSTALLATION OF ENVELOPE

SYSTEMS. SEE "ELEVATION OF

TEMPORARY BRICK SUPPORT

ANGLES" BELOW FOR ADD'L

INFORMATION

CL EX COLUMN

CL EX BEAM

EX FLOOR BEAM

EX ANGLE BRACES

EX BRICK VENEER

EX MASONRY

BACKUP

EX WINDOW SYSTEM

NOTES:

1. CLEAN AND PAINT EXISTING STEEL PLATE PER SPECIFICATIONS.

2. SEE BE DRAWINGS FOR WATERPROOFING, INSULATION, FLASHING,

SEALANT, AND ALL BUILDING ENVELOPE REQUIREMENTS

EX PL TO REMAIN

AND BE CLEANED.

NOTE 1

1'-4

PROVIDE TEMPORARY BRICK

SUPPORT ANGLES, REMOVE

EX BRICK, AND REPLACE AFTER

INSTALLATION OF ENVELOPE

SYSTEMS. SEE "ELEVATION OF

TEMPORARY BRICK SUPPORT

ANGLES" BELOW FOR ADD'L

INFORMATION

REVISED / ISSUED FOR:

SHEET NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

DATE:

PROJECT NO.

SEAL:

11 Stanwix Street Suite 150

Pittsburgh, PA 15222 p 412.338.9000 www.aespj.com

© Copyright AES 2026

A u to d e s k D o c s /2

-2

I

U P

S ta p le to n

L ib ra ry

B ri c k R e lie f R e p a ir /2

^R

I U

P S ta p le to n L ib ra ry B ri c k R e lie f R e p a ir

S

T R

.r v t

/9

/2

:4

:2

A M

S300

IU

P

S ta p le to n

L ib ra ry

B ri c k R e lie f R e p a ir

S th

S t, I n d ia n a

P

A

SECTIONS & DETAILS

AF

RSB

25-242

03/25/2026

REV DATE DESCRIPTION

SECTION

SCALE: 3/4" = 1'-0" S300

100 SECTION

SCALE: 3/4" = 1'-0" S300

101 SECTION

SCALE: 3/4" = 1'-0" S300

ELEVATION OF TEMPORARY

BRICK SUPPORT ANGLE

BRACKETS

PLATE CUT DETAIL AT WINDOW

PROJECTIONS

TYPICAL WINDOW SEALANT

REPLACEMENT DETAIL

TYPICAL CONTROL JOINT

REPLACEMENT DETAIL

SECTION

SCALE: 3/4" = 1'-0" S300

0 1' 2'

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0" S300

WEN AO LTM H

M O

O FC

REGISTERED

P RO FE SS I O N A L

ENGINEER

No.