6-IUP Stapleton Library Masonry BE DWG 26-03-25FSL.pdf

GENERAL NOTES - BUILDING ENCLOSURES

1. CONTRACTOR SHALL NOT SCALE BUILDING ENCLOSURE (BE) DRAWINGS.

2. EXISTING CONDITIONS, INCLUDING WITH WALL SYSTEM AND SUBSTRATE, ARE BASED ON

INTERPRETATIONS OF ORIGINAL BUILDING CONSTRUCTION DRAWINGS. NO EXPLORATIVE OR

OTHER INVESTIGATIVE REVIEW WAS COMPLETED IN ORDER TO CONFIRM CONDITIONS FOR

DESIGN. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL ASPECTS OF DESIGN,

DIMENSIONS, AND EXISTING/FIELD CONDITIONS PRIOR TO START OF WORK. ANY

DISCREPANCIES AND/OR OMISSIONS SHALL BE RESOLVED PRIOR TO PROCEEDING. NOTIFY

DESIGN CONSULTANT SHOULD DISCREPANCIES BE IDENTIFIED WHICH AFFECT THE DESIGN.

3. CONTRACTOR RESPONSIBLE FOR ALL SITE SAFETY. DESIGN CONSULTANT NOT

RESPONSIBLE FOR THE MEANS OR METHODS OR SAFETY OF CONTRACTOR OR OTHERS ON

THE PROJECT.

4. CONTRACTOR TO PROVIDE ALL NECESSARY TEMPORARY SUPPORT AND FRAMING TO

COMPLETE WORK. CONTRACTOR SHALL NOT OVERLOAD STRUCTURE.

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OTHER REQUIRED SUBMITTALS PRIOR

TO START OF WORK.

6. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE INDICATED. NEW MATERIALS SHALL BE

FREE OF ASBESTOS, LEAD, PCB, OR OTHER HAZARDOUS MATERIALS AS REGULATED BY

CODE OR OTHER REGULATIONS.

7. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE TO THE

AREA OF WORK, AREAS ADJACENT TO THE WORK, AND THE BUILDING INTERIOR DURING THE

PROJECT.

7.1. WHERE EXISTING ADJACENT WORK AREAS INCLUDE MATERIAL UNDER WARRANTY,

CONTRACTOR SHALL PERFORM WORK TO LIMIT AFFECTS OF THE WORK ON THE

ADJACENT WORK AREA AND SHALL COMPLY WITH ALL NECESSARY TIE-IN, PROTECTION,

AND PRE- AND POST-WORK INSPECTIONS BY THE MATERIAL MANUFACTURER OR

OTHERS AS MAY BE REQUIRED.

8. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OR CONTROLS TO LIMIT ODORS

FROM ENTERING THE BUILDING DURING THE WORK. CONTRACTOR SHALL COORDINATE

TEMPORARY SHUTOFF OR PROTECTION OF MECHANICAL EQUIPMENT WITH OWNER.

9. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTIONS OR CONTROLS TO PREVENT

INFILTRATION OF WATER, DUST, DEBRIS, OR OTHER UNWANTED SUBSTANCES FROM

ENTERING INTO THE BUILDING.

10. CONTRACTOR SHALL PROVIDE TEMPORARY TIE-IN OF COMPLETED WORK WITH EXISTING

WORK AS NEEDED TO PROVIDE A WATERPROOF AND WEATHERPROOF DETAIL AT THE END

OF EACH WORK SHIFT OR IN PREPARATION FOR INCLEMENT WEATHER.

11. CONTRACTOR SHALL MEET ALL REQUIRED ENVIRONMENTAL REGULATIONS AS PART OF

COMPLETION OF WORK, INCLUDING DISPOSAL OF DEBRIS AND MATERIALS FROM SITE.

12. CONTRACTOR SHALL COORDINATE WORK WITH OWNER, OTHER TRADES, OR OTHER

PROJECT WORK WHICH MAY BE OCCURRING CONCURRENT WITH THE PROJECT SCOPE.

12.1. INCLUDING BUT NOT LIMITED TO MASONRY AND STRUCTURAL STEEL,

13. CONTRACTOR SHALL INSTALL ALL PRODUCTS TO MEET CODE, DESIGN, AND MFR'S MINIMUM

REQUIREMENTS. WHERE MFR'S WRITTEN INSTRUCTIONS INCLUDE RECOMMENDATIONS

BEYOND MINIMUM REQUIREMENTS, CONTRACTOR SHALL FOLLOW SUCH

RECOMMENDATIONS. WHERE DESIGN REQUIREMENTS AND MANUFACTURER REQ./ RECOMM.

CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. CONTRACTOR SHALL

NOTIFY THE DESIGN CONSULTANT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.

14. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO HAVE INSPECTIONS

PERFORMED BY MFR'S REPRESENTATIVE DURING THE WORK, INCLUDING

PUNCH-LIST/WARRANTY REVIEW.

15. CONTRACTOR SHALL PROVIDE A MINIMUM 2 YEARS INSTALLATION WARRANTY FOR ALL

BUILDING ENCLOSURE SYSTEM WORK. PROVIDE MANUFACTURER WARRANTY FOR ALL

APPLICABLE PRODUCTS.

16. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND OTHER

APPROVALS BY LOCAL OR OTHER APPLICABLE JURISDICTIONS IN ORDER TO COMPLETE

WORK.

17. CONTRACTOR SHALL PROVIDE IN-PLACE MOCKUP(S) OF INSTALLED SYSTEM COMPONENTS

AS REQUIRED IN ORDER TO ALLOW REVIEW BY DESIGN CONSULTANT PRIOR TO PROCEEDING

WITH PRODUCTION WORK.

18. CONTRACTOR RESPONSIBLE FOR PROVIDING NECESSARY SAFE ACCESS AND

COORDINATING WITH DESIGN CONSULTANT AND OTHERS TO PERMIT REVIEW OF WORK IN

PROGRESS. BUILDING ENCLOSURE SYSTEMS SHALL REMAIN EXPOSED WITHOUT

INSTALLATION OF CONCEALING FINISHES WHEN REQUESTED TO ALLOW FOR REVIEW.

CONTRACTOR RESPONSIBLE FOR NOTIFYING AND COORDINATING WITH DESIGN

CONSULTANT AND OTHERS TO ALLOW REVIEW TO OCCUR EXPEDITIOUSLY.

19. CONTRACTOR RESPONSIBLE FOR PERFORMING ALL TESTS NECESSARY TO CONFIRM

PERFORMANCE OF CONSTRUCTION, INCLUDING MOISTURE AND ADHESION TESTING.

20. REFERENCE STRUCTURAL SHEETS FOR PLAN AND ELEVATION DRAWINGS.

(412) 345-1329 | WWW.BEANDRC.COM

REVISION HISTORY

# DESCRIPTION DATE

DATE:

SCALE:

BY:

PROJ. #:AS NOTED

MP

SHEET TITLE:

SHEET #:

OWNER:

140 STOUP RD, MARS, PA 16046

BUILDING ENCLOSURE AND RESTORATION CONSULTING LLC

IUP STAPLETON

LIBRARY

BRICK RELIEF REPAIR

431 S 11TH STREET

INDIANA, PA 15705

INDIANA UNIVERSITY OF

PENNSYLVANIA

PENNSYLVANIA STATE

SYSTEM OF HIGHER

EDUCATION

03/25/2026

25049

GENERAL NOTES

BE001

BUILDING ENCLOSURE DRAWING SHEET LIST

BE 001 GENERAL NOTES

BE 101 BUILDING ENCLOSURE DETAILS

BE 102 BUILDING ENCLOSURE DETAILS

APPLICABLE BUILDING CODE

PA UNIFORM CONSTRUCTION CODE - 2022

PENNSYLVANIA ADOPTED IBC 2018

PENNSYLVANIA ADOPTED IEBC 2018

PENNSYLVANIA ADOPTED IECC 2018

DEMOLITION NOTES - SELECTIVE, BUILDING ENCLOSURE

1. COORDINATE DEMOLITION WITH THE MASONRY, STRUCTURAL STEEL, AND OTHER

CONTRACTORS. ENSURE ALL STEEL REPAIRS ARE INSPECTED, TREATED, AND SIGNED OFF BY

THE ENGINEER OF RECORD (EOR) PRIOR TO THE INSTALLATION OF NEW ENCLOSURE

COMPONENTS.

2. CONTRACTOR SHALL REMOVE EXISTING EXTERIOR FINISHES, INCLUDING EXISTING BUILDING

ENCLOSURE SYSTEMS (THERMAL, AIR, VAPOR, AND WEATHER BARRIERS) AT THE AREAS OF

WORK. REMOVE BUILDING ENCLOSURE SYSTEMS DOWN TO THE EXISTING SUBSTRATE.

3. CONTRACTOR SHALL MAINTAIN EXISTING BUILDING ENCLOSURE AND OTHER SYSTEMS AT

AREAS ADJACENT TO THE WORK TO PERMIT PROPER TIE-IN ONCE WORK OF THE PROJECT IS

COMPLETE.

4. PROTECT ALL ADJACENT FINISHES, WINDOWS, AND MEP PENETRATIONS NOT DESIGNATED FOR

REMOVAL. ANY DAMAGE CAUSED DURING DEMOLITION SHALL BE REPAIRED TO ORIGINAL

CONDITION AT NO ADDITIONAL COST TO THE OWNER.

5. COORDINATE TEMPORARY DISCONNECTION AND ANY NECESSARY RECONNECTION OF

EQUIPMENT TO REMAIN TO COMPLETE THE WORK. CONTRACTOR RESPONSIBLE FOR

ENSURING PROPER FUNCTION ONCE RECONNECTED. FOR MECH. OR ELECTRICAL ITEMS,

OWNER MAY REQUIRE SUCH WORK TO BE COMPLETED BY A PROFESSIONAL TRADE.

6. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION, INCLUDING FROM WEATHER AND

MOISTURE, WHILE WORK IS IN PROGRESS.

7. PERFORM DEMOLITION IN MANAGEABLE SECTIONS TO MINIMIZE THE DURATION OF SUBSTRATE

EXPOSURE. DO NOT STRIP MORE AREA THAN CAN BE PROTECTED OR RECOVERED WITHIN THE

TIMEFRAME SPECIFIED IN THE PROJECT SCHEDULE.

8. DEGRADATION IN THE SUBSTRATE SHALL BE PATCHED OR SEALED USING MATERIALS

COMPATIBLE WITH THE NEW ENCLOSURE SYSTEM, INCLUDING NECESSARY CURE/DRY TIME SO

AS NOT TO INHIBIT THE PERFORMANCE OF THE NEW ENCLOSURE SYSTEMS.

9. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED THAT WERE NOT IDENTIFIED IN

THE SURVEY, STOP WORK IMMEDIATELY AND NOTIFY THE DESIGN CONSULTANT.

AB: AIR BARRIER

AD: AREA DRAIN

ALUM: ALUMINUM

ALT: ALTERNATE

APPROX: APPROXIMATELY

AVB: AIR AND VAPOR BARRIER

BECX: BUILDING ENCLOSURE COMMISSIONING

BLD: BUILDING

BLK: BLOCKING / BRACING

BRK: BRICK

BUR: BUILT UP ROOF

CFM: CUBIC FEET PER MINUTE

CI: CONTINUOUS INSULATION

CJ: CONTROL JOINT

CLR: CLEAR/ CLEARANCE

CLS: CLOSURE

CMU: CONCRETE MASONRY UNIT

COL: COLUMN

CONC: CONCRETE

CONT: CONTINUOUS

CW: CURTAINWALL

DIA: DIAMETER

DP: DEW POINT

EA: EACH

EFIS: EXTERIOR INSULATION AND FINISH SYSTEM

ELEC. ELECTRICAL

EJ: EXPANSION JOINT

EPDM: ETHYLENE PROPYLENE DIENE MONOMER

EPS: EXPANDED POLYSTYRENE

EQ: EQUAL

EX: EXISTING

EXT: EXTERIOR

FA: FLUID APPLIED

FL: FLASHING

FT: FOOT / FEET

GA: GAUGE

GALV: GALVANIZED

GWB: GYPSUM WALL BOARD

HOR: HORIZONTAL

HVAC: HEATING, VENTILATION, & AIR CONDITIONING

IGU: INSULATED GLASS UNIT

INSUL: INSULATION

IN: INCH(ES)

INT: INTERIOR

KEE: KETONE ETHYLENE ESTER

LF: LINEAR FOOT

LOW-E: LOW EMISSIVITY

MAX: MAXIMUM

MECH. MECHANICAL

MEP: MECHANICAL, ELECTRICAL, PLUMBING

MFR: MANUFACTURER

MIN: MINIMUM

MOD BIT: MODIFIED BITUMEN

MULL: MULLION

NIC: NOT IN CONTRACT

NO: NUMBER

NTS: NOT TO SCALE

OC: ON CENTER

OD: OVERFLOW DRAIN

PERM: UNIT OF PERMEANCE (1 gr/hr·ft²·inHg)

PL: PLATE

POLYISO: POLYISOCYANURATE

PSF: POUNDS PER SQUARE FOOT

PSI: POUNDS PER SQUARE INCH

PVB: POLYVINYL BUTYRAL

PVC: POLYVINYL CHLORIDE

QA: QUALITY ASSURANCE

QC: QUALITY CONTROL

R#: R VALUE (THERMAL)

RD: ROOF DRAIN

RECOMM: RECOMMENDATION(S)

REQ: REQUIRED/ REQUIREMENT

RO: ROUGH OPENING

SA: SELF-ADHERED

SF: SQUARE FOOT

SI: SQUARE INCH

SIM: SIMILAR

SG: STRUCTURAL GLAZING

SOG: SLAB ON GRADE

SS: STAINLESS STEEL

SSM: STANDING SEAM METAL

STD: STANDARD

STPE: SILYL TERMINATED POLYETHER

STL: STEEL

TC: TERRA COTTA

TEMP: TEMPORARY

TPO: THERMOPLASTIC POLYOLEFIN

TYP: TYPICAL

TWF: THROUGHWALL FLASHING

UNO: UNLESS NOTED OTHERWISE

VB: VAPOR BARRIER

VERT: VERTICAL

VIF: VERIFY IN FIELD

W/: WITH

W/O: WITHOUT

WP: WATERPROOFING

WRB: WATER/WEATHER-RESISTIVE BARRIER

WS: WEATHERSTRIPPING

XPS: EXTRUDED POLYSTYRENE

#: NUMBER / POUND

BUILDING ENCLOSURE ABBREVIATIONS

SUMMARY OF WORK - BUILDING ENCLOSURE

1. REMOVE EXISTING BRICK FINISHES AND CAVITY WALL ACCESSORIES AS NECESSARY IN ORDER

TO COMPLETE THE WORK. REMOVE EXISTING THROUGH-WALL FLASHING OR BARRIER SYSTEM,

ALLOWING NECESSARY TIE IN AT EXTENTS OF WORK.

2. PREPARE ALL SURFACES TO RECEIVE WORK IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS AND INSTALLATION GUIDELINES. THIS INCLUDES NECESSARY MASONRY

REPAIR AND REPOINTING TO DEVELOP A FLUSH SURFACE AND ANY NECESSARY CURE TIMES.

3. INSTALL THROUGH-WALL FLASHING AND ACCESSORIES TO THE BASE OF THE WALL OPENING

AND OVER THE RELIEF ANGLE PER THE DETAILS. INSTALL PER MANUFACTURER

REQUIREMENTS AND RECOMMENDATIONS.

3.1. BASE BID: ASSUME THERE IS NO EXISTING MASONRY INFILL AT THE BEAM LINE REQUIRING

FLASHING TO EXTEND THE ENTIRE FACE OF THE STEEL MEMBER.

3.2. ALTERNATE: ASSUME THERE IS EXISTING MASONRY INFILL WHICH CAN REMAIN WITH

THROUGH-WALL FLASHING EXTENDING UP THE FACE OF THE INFILL AFTER NECESSARY

REPAIRS AND SURFACE PREPARATION.

4. WHERE WALL OPENINGS EXTEND ABOVE STEEL BEAMS, TRANSITION THROUGH-WALL

FLASHING TO FLUID-APPLIED BARRIER SYSTEM AND EXTEND UP TO EXTENTS OF THE WORK,

TRANSITIONING TO ANY EXISTING WALL BARRIER/FLASHING SYSTEM THAT REMAINS.

COMPLETE WORK PER MANUFACTURER RECOMMENDATIONS.

5. PROVIDE ALL NECESSARY TRANSITION DETAILS INCLUDING INSIDE/OUTSIDE CORNERS, BASE

AND TOP TERMINATIONS, AND TERMINATION AT CONTRACT LIMITS.

6. COORDINATE INSTALLATION OF LATERAL BRICK TIES. ENSURE TIES ARE PROPERLY FLASHED IN

TO THE BARRIER SYSTEMS. FLASH ALL OTHER WALL PENETRATIONS.

7. REPLACE EXTERIOR BRICK INCLUDING ALL CAVITY WALL ACCESSORIES INCLUDING BUT NOT

LIMITED TO WEEP SCREENS, MORTAR NETTING, AND INSULATION. ENSURE WEEPS ARE SET AT

THE BASE OF THE WALL AND ARE CLEAR TO ALLOW PROPER DRAINAGE AND INSULATION IS

SET OR ADHERED TO REMAIN IN PLACE ONCE CAVITY WALL CONSTRUCTION IS COMPLETE.

8. INSTALL FLEXIBLE SEALANTS.

9. REPLACE FLEXIBLE SEALANT AT ALL MASONRY EXPANSION AND MOVEMENT/CONTROL JOINTS

WITHIN THE AREA OF WORK.

10. REMOVE ALL DEBRIS AND CLEAN WORK AREAS.

DETAIL NOTES - BUILDING ENCLOSURES

1. DETAILS SHOWN ARE TYPICAL UNLESS OTHERWISE NOTED. WHERE VARYING CONDITIONS ARE

IDENTIFIED IN FIELD, NOTIFY DESIGN CONSULTANT FOR DIRECTION AND APPROVAL.

2. DETAIL DRAWINGS AND SECTIONS MAY BE PURPOSEFULLY EXAGGERATED OR SIMPLIFIED TO

PROVIDE CLEAR INSTRUCTION ON ASSEMBLY SEQUENCING, LAYERING, AND CRITICAL

INTERFACES. THICKNESS OF BUILING ENCLOSURE SYSTEM COMPONENTS AND SPACING MAY

BE INCREASED GRAPHICALLY TO DISTINGUISH BETWEEN ADJACENT MATERIALS AND MAY NOT

REPRESENT EXACT PHYSICAL SCALE. ADJACENT CONSTRUCTION MAY BE SIMPLIFIED.

CONTRACTOR SHALL VERIFY ALL ACTUAL FIELD DIMENSIONS AND MATERIAL THICKNESSES

PRIOR TO INSTALLATION AND NOTIFY THE DESIGN CONSULTANT OF ANY DISCREPANCIES.

3. ALL WORK SHALL CONFORM TO INDUSTRY STANDARDS AND CODE REQUIREMENTS.

CONTRACTOR SHALL FOLLOW ALL MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS

REGARDING INSTALLATION IN ORDER TO MEET DESIGN LOADS, CODE REQUIREMENTS, AND

MANUFACTURER WARRANTY REQUIREMENTS WITHOUT EXCLUSION. WHERE DESIGN

DOCUMENTS INCLUDE STRICTER OR ADDITIONAL REQUIREMENTS BY DESIGN CONSULTANT OR

OWNER, CONTRACTOR SHALL MEET THESE REQUIREMENTS AS MAY BE APPLICABLE.

4. FASTENERS SHOWN MAY BE GENERIC. CONTRACTOR TO PROVIDE APPROPRIATE FASTENER

FOR EACH SURFACE AND SUBSTRATE. METAL FASTENERS SHALL BE STAINLESS STEEL. OTHER

FASTENERS SHALL BE GALVANIZED OR COATED WITH A PROTECTIVE COATING INTENDED FOR

EXTERIOR EXPOSURE. GASKETED FASTENERS TO INCLUDE A NEOPRENE WASHER.

CONTRACTOR SHALL PROVIDE NECESSARY MEASURES TO PREVENT DIRECT CONTACT

BETWEEN DISSIMILAR METALS WHICH COULD RESULT IN GALVANIC CORROSION, INCLUDING

POSSIBLE ISOLATION WITH COATINGS, SPACERS, OR GASKETS. CONTRACTOR SHALL PROVIDE

SHOP DRAWING INDICATING INTENDED FASTENER TYPE, SPACING, AND LAYOUT.

5. WHERE MULTIPLE PRODUCTS COME IN CONTACT WITH EACH OTHER, CONTRACTOR

RESPONSIBLE FOR VERIFYING, IN WRITING, COMPATIBILITY WITH EACH MANUFACTURER PRIOR

TO PROCEEDING WITH WORK. WHERE EXISTING MATERIAL TO REMAIN IS UNDER WARRANTY,

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING WORK PERFORMED WILL NOT AFFECT

THE WARRANTY AND ANY REPAIRS NECESSARY TO THIS MATERIAL AFTER THE WORK IS

COMPLETE MUST BE PERFORMED IN ACCORDANCE WITH THAT MFR'S REQUIREMENTS TO

MAINTAIN SYSTEM WARRANTY.

6. CONTRACTOR SHALL ENSURE ALL SUBSTRATES ARE PREPARED AND IN A CONDITION SUITABLE

TO RECEIVE SYSTEM INSTALLATION. SUBSTRATES SHALL BE PREPARED TO A CLEAN

CONDITION WITHOUT RESIDUAL MATERIALS UNLESS OTHERWISE APPROVED BY THE MFR AND

VERIFIED THROUGH SITE-BASED TESTING. PROVIDE MFR RECOMMENDED PRIMERS WHERE

APPLICABLE AND FOLLOW ALL MFR INSTALLATION GUIDELINES. NOTIFY DESIGN CONSULTANT

IMMEDIATELY OF ANY CONDITIONS WHICH MAY BE EXPOSED WHICH REQUIRE ADDITIONAL

CONSIDERATION AND DIRECTION IN ORDER TO ACHIEVE A SUITABLE SUBSTRATE TO COMPLETE

THE PROJECT.

HEMMED

METAL DRIP

EDGE

PAINTED GALV. STEEL

PLATE BY OTHERS.

SEE S SHEETS

SET METAL DRIP IN BED OF SEALANT

TAPERED FROM BACK TO PROMOTE

POSITIVE DRAINAGE TO OUTSIDE WALL

FACE

CELL VENT WEEP, SET AT BASE OF

WALL AND SPACED 24IN OC

NOT SHOWN FOR

CLARITY: MORTAR

NET AT BASE OF

WALL CAVITY

BRICK TO MATCH EXISTING

EX. STEEL

FRAMING

(SIZE/SHAPE

VARIES)

EX BRICK LOWER WALL

EX BRICK WALL

EX WALL FLASHING MEMBRANE

(VIF). CUT TO DRAPE OVER AND

SEAL TO AVB PER MFR RECOMM

ALTERNATE: WHERE EX MASONRY

INFILL, APPLY TWF ONTO FACE

(SEE DASHED LINE) IN LIEU OF

WRAPPING FULL BEAM.

ALTERNATE: WHERE NO INFILL,

FILL VOID SPACE WITH

INSULATION

EXTENTS OF BRICK

REMOVAL/REPAIR (SEE S SHEETS)

FLEXIBLE SEALANT

TYP. TRANSITION DETAIL

EX CMU BACKUP WALL. REPAIR AS NEEDED.

PREPARE JOINTS AND FACE TO MEET MFR REQ

MFR-RECOMM

FILLET

SHINGLE LAP

JOINTS

NOTES:

1. TYPICAL ALL DETAILS: PATCH SUBSTRATE AND APPLY TWB/AVB TO CMU BACKUP ONCE TEMP WALL ANGLES (NOT SHOWN FOR CLARITY) ARE REMOVED.

2. TYPICAL ALL DETAILS: FLASH/SEAL MASONRY WALL TIES (NOT SHOWN FOR CLARITY) PER TWF/AVB MFR.

3. TYPICAL ALL DETAILS: VERIFY COMPATIBILITY BETWEEN AVB AND EX WALL FLASHING. PROVIDE ALT TRANSITION DETAIL PER MFR AS NECESSARY

1IN RIGID INSULATION

EX WALL INSUL

FLUID APPLIED AVB

TERMINATE TWF ONTO AVB PER MFR RECOMM AND SEAL.

PROVIDE TRANSITIONAL FLASHING TAPE WHERE RECOMM

6" MIN OR

PER MFR

TYP. DRIP EDGE DETAIL

TYP TWF

DETAIL.

SEE

01/BE101

EX ALUM STOREFRONT

ASSEMBLY. TEMP

REMOVE, STORE, AND

REINSTALL AS NEEDED

TO REPAIR STEEL ABOVE

FLEXIBLE SEALANT

PRE-PAINTED

ALUM TRIM

FLASHING SEALED

TO EX

STOREFRONT

FRAMING

EX PLATE

EX BRICK LOWER WALL

NOTES:

1. SIM: LOWER WALL WITH COLUMN BEHIND BRICK WITH NO CMU BACKUP. REPAIR TO MATCH IN KIND AS NEEDED

TYP TWF DETAIL.

SEE 01/BE101

EX COLUMN

REMOVE/REPLACE IN KIND

BRICK, INSUL, AND CMU AS

NEEDED TO REPLACE STEEL

ABOVE

EX INSUL AND WALL

FLASHING (VIF)

FLEXIBLE SEALANT

AVB + FLASHING TAPE. TRANSITION

TO TIE INTO EX WALL FLASHING

EX PLATE

TYP TWF

DETAIL.

SEE

01/BE101

EX ALUM STOREFRONT

ASSEMBLY. TEMP

REMOVE, STORE, AND

REINSTALL AS NEEDED

TO REPAIR STEEL

ABOVE

FLEXIBLE SEALANT

EX PLATE

EX STEEL FRAMING

STEEL PLATE. SEE S SHEETS

SS DRIP EDGE W/ HEMMED EDGE

FLEXIBLE SEALANT

FILLET PER MFR

RECOMM

EX CMU. PREPARE

SURFACE, MAKE

JOINTS FLUSH, AND

SEAL CONTROL

JOINTS PRIOR TO

TWF/AVB INSTALL

PREMOLDED INSIDE

CORNER FLASHING

NOTES:

1. IF MFR DOES NOT OFFER PREMOLDED FLASHING PIECE, CONTRACTOR TO FIELD FORM PER MFR RECOMM

2. BRICK, ACCESSORIES, WALL INSULATION, AND LOWER WALL COMPONENTS NOT SHOWN FOR CLARITY. REFER TO 01/BE101.

3. ALTERNATE: WHERE MASONRY BEAM INFILL EXISTS, DETAIL BOTTOM CORNER SIM TO UPPER SECTION SHOWN AT BLOCK FACE.

4. PROVIDE MFR RECOMM SEALANT/MASTIC AT ALL SEAMS AND TERMINATIONS.

A. LAP TWF TO MEET MFR MINIMUM REQ.

PROVIDE MULTIPLE

PIECES OF TWF AS

NEEDED TO WRAP

ENTIRE BEAM UP ONTO

CMU

6" MIN OR

PER MFR

A A

A A

A

A

TERMINATE TOP OF TWF PER BE 01/101

A

A

INSPECT AND

REPLACE EJ SEALANT

AS NEEDEDEX WALL, NIC

NOTES:

1. IF MFR DOES NOT OFFER PREMOLDED FLASHING PIECE, CONTRACTOR TO FIELD FORM PER MFR RECOMM

2. BRICK, ACCESSORIES, WALL INSULATION, AND LOWER WALL/FENESTRATION COMPONENTS NOT SHOWN FOR CLARITY. REFER TO 01/BE101.

3. ALTERNATE: WHERE MASONRY BEAM INFILL EXISTS, DETAIL BOTTOM CORNER SIM TO UPPER SECTION SHOWN AT BLOCK.

4. PROVIDE MFR RECOMM SEALANT/MASTIC AT ALL SEAMS AND TERMINATIONS.

A. LAP TWF TO MEET MFR MINIMUM REQ.

DEVELOP END DAM WITH

PREMOLDED OR FIELD

FABRICATED TWF

ADHERED TO PIER

SEAL EDGES OF TWF WITH MFR

RECOMM SEALANT/MASTIC

SEAL JOINT AT FACE BRICK

NOT SHOWN FOR CLARITY

EX BRICK PIER

EX STEEL FRAMING

TERMINATE TOP OF

TWF PER BE 01/101

(412) 345-1329 | WWW.BEANDRC.COM

REVISION HISTORY

# DESCRIPTION DATE

DATE:

SCALE:

BY:

PROJ. #:AS NOTED

MP

SHEET TITLE:

SHEET #:

OWNER:

140 STOUP RD, MARS, PA 16046

BUILDING ENCLOSURE AND RESTORATION CONSULTING LLC

IUP STAPLETON

LIBRARY

BRICK RELIEF REPAIR

431 S 11TH STREET

INDIANA, PA 15705

INDIANA UNIVERSITY OF

PENNSYLVANIA

PENNSYLVANIA STATE

SYSTEM OF HIGHER

EDUCATION

03/25/2026

25049

BUILDING ENCLOSURE

DETAILS

BE101

TYPICAL WALL FLASHING

SCALE: NTS

BE101

WINDOW PIER WALL FLASHING

SCALE: NTS

BE101

TYP STOREFRONT HEAD FLASHING

SCALE: NTS

BE101

SIM STOREFRONT HEAD FLASHING

SCALE: NTS

BE101

TYP INSIDE CORNER WALL FLASHING

SCALE: NTS

BE101

INSIDE CORNER AT CONTRACT LIMITS TERMINATION

SCALE: NTS

BE101

SEE DETAIL 04/BE102.

SEE SIM FOR DETAIL 02/BE102.

(INC. MORTAR)

4. TYPICAL ALL DETAILS: CI CAVITY INSULATION TO BE ATTACHED PER MFR RECOMM INTEGRATED MASONRY ANCHOR WEDGE CLIPS. FASTEN PER MFR RECOMM SPACING.

(ATTACHMENT NOT SHOWN FOR CLARITY)

W

W

D C D C2C1W

D C

C2

C1

BB

BB

C2

C1 L1

CONVENTIONAL SEAL (HOR OR VERT) SHALLOW SEAL (HOR OR VERT) SQUARE CORNER SEAL (HOR OR VERT)

TRIANGULAR FILLET SEAL (HOR OR VERT) SHALLOW FILLET SEAL (HOR OR VERT)

NOTES:

1. W = WIDTH ,

1.1. MUST BE GREATER THAN 1/4"

1.2. SHOULD BE LESS THAN OR EQUAL TO 2"

1.2.1. UNO BY MANUFACTURER

1.2.2. JOINTS 2-4" IN WIDTH MAY REQUIRE SPECIAL INSTALL

OR DETAILING

1.2.3. MUST NOT BE GREATER THAN 4"

2. C = CONTACT, MUST BE GREATER THAN 1/4"

3. D = DEPTH,

3.1. MUST BE GREATER THAN 1/8"

3.2. SHOULD BE LESS THAN OR EQUAL TO 1/2"

4. W:D RATIO SHOULD BE 2:1 MINIMUM

5. JOINT SURFACE:

5.1. TOOLED CONCAVE IN STANDARD JOINT

5.2. TOOLED FLUSH AT SKYWARD-FACING JOINTS OR WHERE

REQUIRED TO MEET COATING/FLASHING SYSTEM INSTALL.

NOTES:

1. SEE CONVENTIONAL SEAL FOR GENERAL

RECOMMENDATIONS

2. IN ORDER TO PREVENT 3-SIDED ADHESION, PROVIDE

BOND BREAKER MATERIAL IN LIEU OF OTHER BACKER

MATERIAL WHERE DEPTH OF JOINT PREVENTS USE OF

GREATER BACKER MATERIAL

FLEXIBLE

SEALANT

BACKER ROD

BOND BREAKER

TAPE

SUBSTRATE

FLEXIBLE

SEALANT

SUBSTRATE

FLEXIBLE

SEALANT

SUBSTRATE

BACKER ROD

NOTES:

1. SEE CONVENTIONAL SEAL FOR GENERAL RECOMMENDATIONS

2. C1 AND C2 MUST BE GREATER THAN 1/4"

3. JOINT SURFACE:

3.1. TOOLED TO PROMOTE POSITIVE DRAINAGE AWAY FROM

JOINT

3.2. TOOLED AS REQUIRE BY MFR WHERE PART OF

COATING/FLASHING SYSTEM INSTALL

NOTES:

1. C1 AND C2 MUST BE GREATER THAN 1/4"

2. L1 AND L2 (LENGTH) SHOULD HAVE A RATIO CLOSE TO 1:1

3. PROVIDE BACKER ROD IN JOINT WHERE MOVEMENT IS

ANTICIPATED.

3.1. WHERE JOINT TOO SMALL, SEE SHALLOW FILLET

4. JOINT SURFACE:

4.1. TOOLED FLAT OR SLIGHTLY CONCAVE TO PROMOTE

POSITIVE DRAINAGE AWAY FROM JOINT

NOTES:

1. C1 AND C2 MUST BE GREATER THAN 1/4"

2. L1 AND L2 (LENGTH) SHOULD HAVE A RATIO CLOSE TO 1:1

3. BB = BOND BREAKER MUST BE GREATER THAN 1/4"

3.1. PROVIDE BOND BREAKER MATERIAL IN JOINT WHERE

MOVEMENT IS ANTICIPATED AND GEOMETRY PREVENTS

USE OF BACKER ROD

4. JOINT SURFACE:

4.1. TOOLED FLAT OR SLIGHTLY CONCAVE TO PROMOTE

POSITIVE DRAINAGE AWAY FROM JOINT

L2 L2

L1BACKER ROD

BOND BREAKER

TAPE

SUBSTRATE

SUBSTRATE

FLEXIBLE

SEALANT

FLEXIBLE

SEALANT

EX. WALL FIXTURE

EX. WALL PENETRATION

SLEEVE

TWB/AVB MFR RECOMM

LIQUID OR TAPE FLASHING

FLEXIBLE SEALANT/MASTIC

LAP FLASHING ONTO

TWF/AVB SYSTEM PER MFR

EX CMU

RIGID INSUL

BRICK

NOTES:

1. IF MFR DOES NOT OFFER PREMOLDED FLASHING PIECE, CONTRACTOR TO FIELD FORM PER MFR RECOMM

2. BRICK, ACCESSORIES, WALL INSULATION, AND LOWER WALL COMPONENTS NOT SHOWN FOR CLARITY. REFER TO 01/BE101.

3. TYP: RECESSED LOWER BRICK WALL WITH EXPOSED STEEL PLATE SOFFIT.

4. SIM: OUTSIDE CORNER ABOVE STOREFRONT WINDOW INCLUDING TUBE STEEL COLUMN IN LIEU OF MITERED BEAMS WITH ANGLE AND EXPOSED SOFFIT. WRAP SIM TO DETAIL SHOWN.

SEE DETAIL 03/BE101 FOR STOREFRONT DETAILING.

5. SIM: IF NO CORNER PLATE: WRAP BEAM SIM TO OUTSIDE CORNER DETAIL SHOWN.

6. ALTERNATE: WHERE BEAM INFILL EXISTS, DETAIL REMAINING BEAM LINE SIM TO CORNER WHERE CORNER ANGLE IS LOCATED.

7. PROVIDE MFR RECOMM SEALANT/MASTIC AT ALL SEAMS AND TERMINATIONS.

A. LAP TWF TO MEET MFR MINIMUM REQ.

A

A

A

A

FILLET PER MFR

RECOMM

EX STEEL FRAMING

(HIDDEN) CORNER STEEL

ANGLE WITH TOP AND BOTTOM

PLATES. FULLY WRAP WITH TWF

MITER, OR SIMILAR, DRIP EDGE TO CORNER

TO PROVIDE CONT PROTECTION

STEEL PLATE. SEE S SHEETS

SS DRIP EDGE W/ HEMMED EDGE

FLEXIBLE SEALANT

6" MIN OR

PER MFR

EX CMU. PREPARE SURFACE,

MAKE JOINTS FLUSH, AND

SEAL CONTROL JOINTS PRIOR

TO TWF/AVB INSTALL

PREMOLDED

CORNER FLASHINGTERMINATE TOP OF TWF PER BE 01/101

(412) 345-1329 | WWW.BEANDRC.COM

REVISION HISTORY

# DESCRIPTION DATE

DATE:

SCALE:

BY:

PROJ. #:AS NOTED

MP

SHEET TITLE:

SHEET #:

OWNER:

140 STOUP RD, MARS, PA 16046

BUILDING ENCLOSURE AND RESTORATION CONSULTING LLC

IUP STAPLETON

LIBRARY

BRICK RELIEF REPAIR

431 S 11TH STREET

INDIANA, PA 15705

INDIANA UNIVERSITY OF

PENNSYLVANIA

PENNSYLVANIA STATE

SYSTEM OF HIGHER

EDUCATION

03/25/2026

25049

BUILDING ENCLOSURE

DETAILS

BE102JOINT SEALANTS

SCALE: NTS

BE102

TYP WALL PENETRATION

SCALE: NTS

BE102

TYPICAL OUTSIDE CORNER WALL FLASHING

SCALE: NTS

BE102

BRACKET FLASHING

SCALE: NTS

BE102

TERMINATE PATCH TWB SIM TO

ADJ FOR CONTINUOUS SEAL

PATCH ANCHOR HOLES PER

AVB/TWF MFR (TYP.)

PREPARE SUBTRATE AND OVERLAP

PATCH AVB ONTO ADJ PER MFR

PATCH AVB AT REMOVED WALL

SUPPORT

PREPARE SUBTRATE AND OVERLAP PATCH

TRANSITION FLASHING ONTO ADJ PER MFR

PATCH TRANSITION FLASHING OVER

PATCH AVB AND TWF

PATCH TWF AT REMOVED WALL SUPPORT

PREPARE SUBTRATE AND OVERLAP

PATCH TWF ONTO ADJ PER MFR

C

A B

NOTES:

A. LAP TWF TO MEET MFR MINIMUM REQ.

B. LAP TRANSITION TAPE TO MEET MFR MINIMUM REQ.

C. LAP AVB TO MEET MFR MINIMUM REQ.

EX CMU. PEPARE SURFACE PRIOR TO

TWB/AVB INSTALL

1. BRICK, ACCESSORIES, WALL INSULATION, AND LOWER WALL COMPONENTS NOT SHOWN FOR

CLARITY. REFER TO 01/BE101.

2. TOOTH IN BRICK AT PATCH AREAS. PROVIDE/FLASH SUPPLEMENTAL WALL ANCHORS AS NEEDED.

3. TIGHT FIT SUPPLEMENTAL CI INSUL AT PATCH AREA AND ATTACH WITH SUPPLEMENTAL ANCHOR, AND SEAL TO SURROUNDING INSUL W/ COMPATIBLE LOW-RISE FOAM ADHESIVE OR OTHER

APPROVED METHOD TO PREVENT DISPLACEMENT AND PROVIDE CONT, FLUSH SURFACE.

NOTES:

1. SIM: BRICK WALL TIE W/ INTEGRATED INSULATION WEDGE CLIP- FLASH/SEAL TO FULLY COVER ANCHOR

FASTENERS AND WALL FLANGE.

EX. STEEL FRAMING

CONT. FILLET FULL

LENGTH

SIM: TYP. ANCHOR PENETRATION

BRICK WALL

TIE (TYP)

FLASH/SEAL TO

AVB/TWF PER MFR

INTEGRATED BRICK TIE

INSUL ATTACH CLIP, OR

OTHER APPROVED

ANCHOR (TYP)

BRICK

CAVITY

INSULATION

EX CMU

AIR GAP

[3] 25049 IUP Stapleton Library Masonry BE DWG_26-03-13-BE102