4-CWU-53-B BF Gutter Repair Drawings.pdf

STATE SYSTEM OF HIGHER EDUCATION

COMMONWEALTH OF PENNSYLVANIA

BLOOMSBURG CAMPUS

COLUMBIA COUNTY, PENNSYLVANIA

PROJECT NO.: CWU - 53 - B

INTERNAL GUTTER AND CUPOLA

SHEET # SHEET NAME

SHEET INDEX

COVER SHEETCS

PROJECT SITE

PRE-FINAL

DOCUMENTS

JOSH SHAPIRO, GOVERNOR

CHRISTOPHER M. FIORENTINO, CHANCELLOR

DR. JEFFERY L. OSGOOD, JR., PRESIDENT (INTERIM)

L&I

SUBMISSION

VICINITY MAP

PROJECT

AREA

JJ

WB

CS

1 of -

COVER SHEET

CONSTRUCTION

SUBMISSION

PROJECT

LOCATION

AS-BUILT

SUBMISSION

ARCHITECTURAL

A000 GENERAL NOTES

ROOF PLANA101

X

X

X

X

X

X

EXTERIOR ELEVATIONS

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

A501

A202 A201

MISCELLANEOUS DETAILS

EXTERIOR ELEVATIONS

X X

XX

XX

A001 REFERENCE SITE PLAN X X . .

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

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DateDate

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Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

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Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

A000

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GENERAL NOTES

A000

1 GENERAL NOTES

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GENERAL NOTES

THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR

REQUIREMENTS IN ADDITION TO GENERAL NOTES.

SAFETY, PERMITS, CODES

ALL CONSTRUCTION SHALL COMPLY WITH ALL CURRENT AND APPLICABLE BUILDING CODES,

INCLUDING: INTERNATIONAL BUILDING CODE, THE NATIONAL ELECTRICAL AND FIRE CODES, AND/OR LOCAL CODES & ORDINANCES. OWNER’S REGULATIONS AND OTHERS HAVING JURISDICTION THEREOF, SHALL BE COORDINATED WITH OTHER WORK BEING PERFORMED AT THE SITE.

ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL RECEIVE APPROPRIATE AND

APPROVED FIRE STOPPING SYSTEMS, TO ENSURE INTEGRITY OF THE ENTIRE FIRE RATED ASSEMBLY.

ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER

APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS.

ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY CODE.

FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODES.

IF PERMITS ARE REQUIRED, EACH CONTRACTOR SHALL APPLY AND PAY FOR ALL PERMITS, TESTS, ETC. AS REQUIRED TO PERFORM AND COMPLETE HIS WORK. EACH CONTRACTOR SHALL FURNISH

OWNER WITH CERTIFICATES OF APPROVAL ATTESTING HE HAS COMPLIED WITH ALL NECESSARY

REGULATIONS. PERMITS SHALL BE POSTED AT THE JOB SITE OR AS REQUIRED BY PERMITTING

AGENCY.

KEEP ALL MEANS OF EGRESS FREE FROM OBSTRUCTIONS AT ALL TIMES.

NO MATERIALS OR EQUIPMENT SHALL BE USED WHICH GENERATES ILLEGAL OR OBJECTIONABLE

FUMES OR VAPORS, DURING OR AFTER CONSTRUCTION.

PROVIDE AND ERECT ALL TEMPORARY PROTECTIVE MEASURES AND WARNING SIGNS REQUIRED BY BUILDING OFFICIALS AND/OR SITE CONDITIONS, TO PROTECT PERSONS, DRIVEWAYS, WALKS AND ADJACENT ON-SITE AND OFF-SITE PROPERTY, ALL AS MAY BE REQUIRED. ASCERTAIN AND COMPLY

WITH LEGAL AND ANY OTHER REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CERTIFICATE OF OCCUPANCY FROM THE LOCAL AGENCY AS EVIDENCE OF COMPLETION OF THE WORK, IN CONJUNCTION WITH ALL ITEMS

COMPLETED ON THE FINAL PUNCH LIST PROVIDED.

THE CONTRACTOR SHALL COMPLY WITH PA DEPT. OF INDUSTRIAL RELATIONS, AMERICANS WITH

DISABILITIES ACT, AND DIV OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS.

THE CONTRACTOR SHALL COMPLY WITH THE OWNER'S STANDARD PROCEDURES, SECURITY, AND

ENVIRONMENTAL HEALTH AND SAFETY REGULATIONS.

CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF PROJECT CONSTRUCTION, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD

HARMLESS FROM ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK, ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE

UNIVERSITY.

COORDINATION

IN ALL CASES WHERE CONFLICTS MAY OCCUR, SUCH AS ITEMS INCLUDED IN THE SPECIFICATIONS AND NOTES ON THE DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED AND WILL INTERPRET THE

INTENT OF THE CONTRACT DOCUMENTS.

PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL REVIEW THE CONTRACT

DOCUMENTS AND FAMILIARIZE HIMSELF WITH SITE AND OTHER CONDITIONS THAT MAY AFFECT THE

WORK. IN THE EVENT OF A DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND OTHER

CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND ARCHITECT FOR

RESOLUTION PRIOR TO EXECUTION OF WORK.

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY FIELD CONDITION NOT

CONSISTENT WITH THE CONTRACT DOCUMENTS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALL

TRADES AND SHALL HAVE COMPOSITE COORDINATION DRAWINGS PREPARED BY THE RESPECTIVE

TRADES AS REQUIRED FOR THIS PROJECT. RESOLUTION OF ANY CONFLICT WHICH INVOLVES A

CHANGE IN DESIGN SHALL NOT BE MADE WITHOUT THE APPROVAL OF THE PROFESSIONAL.

RESOLUTION OF ANY CHANGE WHICH INVOLVES ADDITIONAL COST MUST BE SUBMITTED IN WRITING TO THE CONTRACTOR FOR APPROVAL BY THE UNIVERSITY PRIOR TO PROCEEDING WITH ANY CHANGE.

MINIMUM SCALE FOR COORDINATION DRAWINGS IS 1/4"=1'-0". INCREASE SCALE, IF REQUIRED, FOR

CLARITY.

TO ENSURE PROPER COORDINATION, EACH TRADE IS RESPONSIBLE TO EXAMINE THE CONSTRUCTION DRAWINGS AND SITE CONDITIONS AND FAMILIARIZE THEMSELVES WITH WORK OF OTHER TRADES

WHICH INDIRECTLY OR DIRECTLY AFFECT THEIR WORK.

DIMENSIONS

DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN

THE WALL OR LOCATED 6" FROM THE FACE OF STUD TO THE FINISHED JAMB.

EACH TRADE IS RESPONSIBLE TO VERIFY FIELD CONDITIONS AND DIMENSIONS PRIOR TO

PREPARATION OF BIDS, SHOP DRAWINGS, MOCK-UP SAMPLES OR COMMENCEMENT OF WORK.

EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY, MASONRY VENEER, MASONRY OPENING, COLUMN CENTERLINE, OR FACE OF STUD UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF

INTERIOR STUD UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF ALL

DISCREPANCIES. ALL WORK REQUIRING MEASURING TO BE DONE ACCORDING TO FIGURES ON

DRAWINGS, NOT SCALED FROM DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND

DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. THE

CONTRACTOR IS TO SUBMIT SPECIFIC DISCREPANCY FOR THE PROFESSIONAL TO REVIEW, PRIOR TO

COMMENCING WITH THE WORK IN QUESTION.

WRITTEN DIMENSIONS ON THE PLANS AND DETAILS SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS.

OTHER

ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT PRESERVATIVE TREATED IN

ACCORDANCE WITH SPECIFICATIONS. ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE

RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS.

INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH

WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. COLOR REQUIRES

ARCHITECT'S APPROVAL.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC, TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER

TRADES.

NO PROJECT SIGNS ARE ALLOWED WITHOUT THE EXPRESS APPROVAL OF THE OWNER.

REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM CONSTRUCTION OPERATIONS FROM BUILDING SITE DAILY. BROOM CLEAN ALL AREAS WITHIN CONTRACT LIMITS AND AREAS THAT

ACCESS CONTRACT LIMITS, AS NECESSARY, TO KEEP SITE CLEAN.

SCHEDULING OF ALL SHUTDOWNS AND OTHER INTERRUPTIONS OF EXISTING UTILITIES AND BUILDING

SYSTEMS SHALL HAVE THE APPROVAL OF THE OWNER AND OTHER AUTHORITIES HAVING

JURISDICTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT QUANTITIES FOR ITEMS SPECIFIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING FROM DAMAGE

PROSCRIBED BUFFER ZONES AS PER THE SITE PLAN DRAWING, AND SHALL MAKE EFFORTS TO

MINIMIZE THE IMPACT OF CONSTRUCTION ACTIVITY ON SURROUNDING EXISTING TREES &

SHRUBBERY.

THE CONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK.

CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

TRANSPORT AND LEGALLY DISPOSE OF ALL MATERIAL OFF-SITE.

CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS AND CONSTRUCTION

STANDARDS AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN AN AS-BUILT REDLINE SET OF PLANS ON THE SITE AT ALL TIMES. THESE DRAWINGS, AND ANY REQUIRED PERMITS, SHALL BE

MADE AVAILABLE TO THE UNIVERSITY, PROFESSIONAL, OR LOCAL OFFICIALS.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS,

STRUCTURES, FENCES, ETC. ENCOUNTERED ON THE PROJECT AND RESTORING THEM TO THEIR

PRE-CONSTRUCTION CONDITION.

STAGING AREAS FOR MATERIALS AND/OR EQUIPMENT ARE NOT SHOWN. CONTRACTOR SHALL

ACQUIRE APPROVAL OF STAGING AREAS FROM OWNER. ALL SURPLUS MATERIALS, TOOLS, AND

TEMPORARY STRUCTURES FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE

PROJECT BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE

CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION SHALL BE

RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS

OTHERWISE DIRECTED BY THE UNIVERSITY.

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

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Scale:

Date:

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Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

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1 REFERENCE SITE PLAN

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

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A-201

V V

V

V

V

V

V

V

RD(E) RDRD

CU

(E) DS (E) DS

A501

A501

(E) DS

(E) DS

(E) DS

(E) DS

A501

A501

A501

A501

A-202

A-201

A-202

PROVIDE AND INSTALL NEW CUPOLA

TO MATCH EXISTING CUPOLA

DASHED LINES INDICATE THE REPLACEMENT OF THE EXISTING WOOD

ENTABLATURE BELOW EXISTING GUTTER WITH GFRG MECHANICALLY

ATTACHED TO THE EXISTING EXTERIOR MULTI-WYTHE BRICK WALL. IN-KIND

REPLACE THE EXISTING GUTTER BRACKET SUPPORTS AND MECHANICALLY

ATTACH TO EXTERIOR WALL (TYP)

DASHED LINES INDICATE NEW GFRG

ENTABLATURE MECHANICALLY FASTENED

TO EXISTING EXTERIOR WALL (TYP)

DASHED LINES INDICATE NEW GFRG

ENTABLATURE MECHANICALLY FASTENED

TO EXISTING EXTERIOR WALL (TYP)

DASHED LINES INDICATE NEW GFRG

ENTABLATURE MECHANICALLY FASTENED

TO EXISTING EXTERIOR WALL (TYP)

DASHED LINES INDICATE NEW GFRG

ENTABLATURE MECHANICALLY FASTENED

TO EXISTING EXTERIOR WALL (TYP)

DASHED LINES INDICATE THE REPLACEMENT

OF THE EXISTING WOOD ENTABLATURE

BELOW EXISTING GUTTER WITH GFRG

MECHANICALLY ATTACHED TO THE EXISTING

EXTERIOR MULTI-WYTHE BRICK WALL.

IN-KIND REPLACE THE EXISTING GUTTER

BRACKET SUPPORTS AND MECHANICALLY

ATTACH TO EXTERIOR WALL (TYP)

DASHED LINES INDICATE THE REPLACEMENT

OF THE EXISTING WOOD ENTABLATURE

BELOW EXISTING GUTTER WITH GFRG

MECHANICALLY ATTACHED TO THE EXISTING

EXTERIOR MULTI-WYTHE BRICK WALL.

IN-KIND REPLACE THE EXISTING GUTTER

BRACKET SUPPORTS AND MECHANICALLY

ATTACH TO EXTERIOR WALL (TYP)

BASE BID: RE-INSTALL EXISTING COPPER

SNOWGUARDS AS REQ'D. (TYP)

ADD ALTERNATE: RE-INSTALL EXISTING

COPPER SNOWGUARDS AS REQ'D. (TYP)

NEW STAINLESS STEEL 3-PIPE SNOW BARS

MECHANICALLY FASTENED TO ROOF WITH

BRACKET AND PLATE. PLATES TO BE SPACED

24" - 48" O.C. AND INSTALLED 24" - 30" FROM

DRIPLINE OF ROOF PER MANUFACTURER'S

DOCUMENTATION. REMOVE EXISTING SLATE

SHINGLES WHERE APPLICABLE TO

ACCOMMODATE NEW PLATES, ENSURING

PLATES MAINTAIN PROPER OVERLAP WITH

SHINGLES TO ACHIEVE WATER-TIGHT

CONSTRUCTION. VERIFY EXISTING SHINGLE

SIZE AND SPACING FOR SIZING AND

POSITIONING PLATES. COORDINATE WITH AOR.

BASE BID: RE-INSTALL EXISTING COPPER

SNOWGUARDS AS REQ'D. (TYP)

ADD ALTERNATE: NEW STAINLESS STEEL

3-PIPE SNOW BARS MECHANICALLY

FASTENED TO ROOF WITH BRACKET AND

PLATE. PLATES TO BE SPACED 24" - 48" O.C.

AND INSTALLED 24" - 30" FROM DRIPLINE OF

ROOF. REMOVE EXISTING SLATE SHINGLES

WHERE APPLICABLE TO ACCOMMODATE

NEW PLATES, ENSURING PLATES MAINTAIN

PROPER OVERLAP WITH SHINGLES TO

ACHIEVE WATER-TIGHT CONSTRUCTION.

VERIFY EXISTING SHINGLE SIZE AND

SPACING FOR SIZING AND POSITIONING

PLATES. COORDINATE WITH AOR.

HATCHED AREA INDICATES ICE AND WATER

SHIELD AT 2'-0" PERIMETER OF DRIPLINE.

HATCHED AREA INDICATES ICE AND WATER

SHIELD AT 2'-0" PERIMETER OF DRIPLINE.

EXISTING FLAT ROOF, WALKWAY PADS, AND

ROOFTOP EQUIPMENT SHOW FOR

REFERENCE. N.I.C.

'-0

" O

VE

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LL

G

UT

TE

R

V.

I.F

4'-

GU

TT

ER

V.

I.F

4'-

GU

TT

ER

V.

I.F

110'-0" OVERALL GUTTER

V.I.F.

V V

V

V

V

V

V

V

RDRDRD

CU

DASHED LINES INDICATE THE REMOVAL OF EXISTING WOOD

ENTABLATURE BELOW EXISTING GUTTER REMOVE THE EXISTING

BRACKET SUPPORTS. IF IT IS DETERMINED UPON INVESTIGATION OF THE

EXTERIOR BRICK THAT IT IS IN DAMAGE OR DISREPAIR, NOTIFY THE AOR

AS TO THE UNFORESEEN CONDITION IMMEDIATELY.

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE

REMOVE EXISTING CUPOLA TO ROOF

AND STOCKPILE

(E) DS (E) DS

(E) DS

(E) DS

(E) DS

(E) DS

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE BELOW

EXISTING GUTTER REMOVE THE EXISTING

BRACKET SUPPORTS. IF IT IS DETERMINED

UPON INVESTIGATION OF THE EXTERIOR

BRICK THAT IT IS IN DAMAGE OR DISREPAIR,

NOTIFY THE AOR AS TO THE UNFORESEEN

CONDITION IMMEDIATELY.

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE BELOW

EXISTING GUTTER REMOVE THE EXISTING

BRACKET SUPPORTS. IF IT IS DETERMINED

UPON INVESTIGATION OF THE EXTERIOR

BRICK THAT IT IS IN DAMAGE OR DISREPAIR,

NOTIFY THE AOR AS TO THE UNFORESEEN

CONDITION IMMEDIATELY.

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE

DASHED LINES INDICATE THE REMOVAL OF

EXISTING WOOD ENTABLATURE

BASE BID: TEMPORARILY REMOVE AND

STOCKPILE EXISTING COPPER

SNOWGUARDS AS REQUIRED TO INSTALL

NEW ICE AND WATER SHIELD. (TYP.)

ADD ALTERNATE: REMOVE EXISTING

COPPER SNOWGUARDS AS REQUIRED TO

INSTALL NEW ICE AND WATER SHIELD AND

TO ACCOMMODATE NEW SNOW BARS.

EXISTING FLAT ROOF, WALKWAY PADS, AND

ROOFTOP EQUIPMENT SHOW FOR

REFERENCE. N.I.C.

'-0

" O

VE

RA

LL

G

UT

TE

R

V.

I.F

4'-

GU

TT

ER

V.

I.F

4'-

GU

TT

ER

V.

I.F

110'-0" OVERALL GUTTER

V.I.F.

1. ALL EXISTING INFORMATION SHOWN ON THESE DOCUMENTS

SHALL BE VERIFIED DURING BIDDING AND PRIOR TO

CONSTRUCTION. THE INFORMATION WAS OBTAINED FROM

AS-BUILT DRAWINGS DATED: FEBRUARY 1929 AND PREPARED

BY: LAWRIE & GREEN. INFORMATION WAS OBTAINED FROM A

LATER RENOVATON PROJECT DATED: FEBRUARY 15, 2006

AND PREPARED BY: UCI ARCHITECTS, INC. STUDIO KLP DID

NOT VERIFY ALL INFORMATION OR DIMENSIONS. IF

DISCREPANCIES ARE DISCOVERED, NOTIFY STUDIO KLP

IMMEDIATELY WITH AS-BUILT INFORMATION AND SKETCHES.

2. SEE SHEET # A000 FOR GENERAL NOTES.

3. SEE SHEET #A501 FOR DETAILS.

NOTES:

DEMOLITION NOTES:

1. CAREFULLY REMOVE BOTTOM PORTION OF SLATE SHINGLES

AS REQUIRED AND TEMPORARILY STOCKPILE IN A SECURE

LOCATION.

2. WHEN THE ENTABLATURE IS REMOVED, THE BRICK SHALL BE

INSPECTED FOR SIGNS OF MORTAR CONDITION. THE

CONTRACTOR SHALL BRING TO THE ATTENTION OF THE AOR

ANY MORTAR THAT NEEDS TO BE REPAIRED OR RE-POINTED

PRIOR TO THE INSTALLATION OF ANY NEW FINISHES.

3. THROUGHOUT THE DURATION OF THE REMOVED

ENTABLATURE, THE CONTRACTOR SHALL INSPECT THE

CONDITION OF THE WOOD GUTTER SUPPORTS. IF IT IS

DETERMINED THE GUTTER SUPPORTS ARE IN NEED OF

REPAIR OR REPLACEMENT, THE CONTRACTOR SHALL

REPORT TO THE AOR FOR A SOLUTION.

4. REMOVE ALL MISCELLANEOUS BLOCKING BEHIND THE

EXISTING ENTABLATURE.

REPAIR NOTES:

1. PROVIDE PRESSURE TREATED SOLID BLOCKING AS

REQUIRED TO MECAHANICALLY FASTEN THE NEW GFRG

ENTABLATURE DELEGATED DESIGN.

A101

2 ROOF PLAN

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

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

A101

1 of -

ROOF PLAN

A101

1 SELECTIVE DEMOLITION ROOF PLAN

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

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

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SEAL

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SIGNATURE DATE

A-501

A-501

A-501

A

B

TYP.

TYP.

A

B

TYP.

TYP.

ENCAPSULATE EXISTING INTERNAL GUTTER WITH MULTI-COATED LIQUID APPLIED MEMBRANE

ENCAPSULATE EXISTING INTERNAL GUTTER WITH MULTI-COATED LIQUID APPLIED MEMBRANE

A

B

TYP.

TYP.

A

B

TYP.

TYP.

1. ALL EXISTING INFORMATION SHOWN ON THESE DOCUMENTS

SHALL BE VERIFIED DURING BIDDING AND PRIOR TO

CONSTRUCTION. THE INFORMATION WAS OBTAINED FROM

AS-BUILT DRAWINGS DATED: FEBRUARY 1929 AND PREPARED

BY: LAWRIE & GREEN. INFORMATION WAS OBTAINED FROM A

LATER RENOVATON PROJECT DATED: FEBRUARY 15, 2006

AND PREPARED BY: UCI ARCHITECTS, INC. STUDIO KLP DID

NOT VERIFY ALL INFORMATION OR DIMENSIONS. IF

DISCREPANCIES ARE DISCOVERED, NOTIFY STUDIO KLP

IMMEDIATELY WITH AS-BUILT INFORMATION AND SKETCHES.

2. SEE SHEET # A000 FOR GENERAL NOTES.

3. SEE SHEET #A501 FOR DETAILS.

NOTES:

DEMOLITION NOTES:

1. CAREFULLY REMOVE BOTTOM PORTION OF SLATE SHINGLES

AS REQUIRED AND TEMPORARILY STOCKPILE IN A SECURE

LOCATION.

2. WHEN THE ENTABLATURE IS REMOVED, THE BRICK SHALL BE

INSPECTED FOR SIGNS OF MORTAR CONDITION. THE

CONTRACTOR SHALL BRING TO THE ATTENTION OF THE AOR

ANY MORTAR THAT NEEDS TO BE REPAIRED OR RE-POINTED

PRIOR TO THE INSTALLATION OF ANY NEW FINISHES.

3. THROUGHOUT THE DURATION OF THE REMOVED

ENTABLATURE, THE CONTRACTOR SHALL INSPECT THE

CONDITION OF THE WOOD GUTTER SUPPORTS. IF IT IS

DETERMINED THE GUTTER SUPPORTS ARE IN NEED OF

REPAIR OR REPLACEMENT, THE CONTRACTOR SHALL

REPORT TO THE AOR FOR A SOLUTION.

4. REMOVE ALL MISCELLANEOUS BLOCKING BEHIND THE

EXISTING ENTABLATURE.

REPAIR NOTES:

1. PROVIDE PRESSURE TREATED SOLID BLOCKING AS

REQUIRED TO MECAHANICALLY FASTEN THE NEW GFRG

ENTABLATURE DELEGATED DESIGN.

LIQUID APPLIED MULTI-COATED

MEMBRANE ENCAPSULATES GUTTER

AND TERMINATES AT BASE OF DRAIN

LIQUID APPLIED BASECOAT

W/ REEMAT REINFORCEMENT

LIQUID APPLIED TOPCOAT

LIQUID APPLIED PRIMER PER

SUBSTRATE

SEAM IN METAL OR WOOD.

SEAM TO BE CAULKED AND

LOCALLY DETAILED WITH 3" OR

SELF-ADHERING JOINT TAPE

SOLDER AROUND DOWNSPOUT

OUTLET TO ENSURE WATERTIGHT

CONSTRUCTION

2'- 4 3

/4"

1'-5"11 1/8"

10"

5 3 /4"

4 3 /4"

2'- 0"

PROFILE A PROFILE B

A B

NOTE: THE CONTRACTOR SHALL PROVIDE

MOCKUPS OF THE CASTINGS BEING USED FOR

THIS PROJECT PRIOR TO FABRICATION FOR

APPROVAL FROM THE AOR AND CLIENT AGENT

SEAM TO BE CAULKED AND

LOCALLY DETAILED WITH 3" OR

SELF-ADHERING JOINT TAPEPLAN @ GUTTER

LIQUID APPLIED MULTI-COATED

MEMBRANE ENCAPSULATES

GUTTER AND TERMINATES AT

BASE OF DRAIN

LIQUID APPLIED BASECOAT W/

REEMAT REINFORCEMENT

LIQUID APPLIED TOPCOAT

LIQUID APPLIED PRIMER PER

SUBSTRATE

A201

2 EXTERIOR ELEVATIONS

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

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

A201

1 of -

EXTERIOR ELEVATIONS

A201

1 EXTERIOR ELEVATIONS

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

A201

3 GUTTER ISOMETRIC

SCALE: NONE

A201

4 GFRG PROFILES

SCALE: NONE

A201

5 GUTTER SEAM EXPANSION JOINT

SCALE: NONE

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SIGNATURE DATE

A-501

A-501

A-501

A

B

TYP.

TYP.

A

B

TYP.

TYP.

ENCAPSULATE EXISTING INTERNAL GUTTER WITH MULTI-COATED LIQUID APPLIED MEMBRANE

A

B

TYP.

TYP.

A

B

TYP.

TYP.

1. ALL EXISTING INFORMATION SHOWN ON THESE DOCUMENTS

SHALL BE VERIFIED DURING BIDDING AND PRIOR TO

CONSTRUCTION. THE INFORMATION WAS OBTAINED FROM

AS-BUILT DRAWINGS DATED: FEBRUARY 1929 AND PREPARED

BY: LAWRIE & GREEN. INFORMATION WAS OBTAINED FROM A

LATER RENOVATON PROJECT DATED: FEBRUARY 15, 2006

AND PREPARED BY: UCI ARCHITECTS, INC. STUDIO KLP DID

NOT VERIFY ALL INFORMATION OR DIMENSIONS. IF

DISCREPANCIES ARE DISCOVERED, NOTIFY STUDIO KLP

IMMEDIATELY WITH AS-BUILT INFORMATION AND SKETCHES.

2. SEE SHEET # A000 FOR GENERAL NOTES.

3. SEE SHEET #A501 FOR DETAILS.

NOTES:

DEMOLITION NOTES:

1. CAREFULLY REMOVE BOTTOM PORTION OF SLATE SHINGLES

AS REQUIRED AND TEMPORARILY STOCKPILE IN A SECURE

LOCATION.

2. WHEN THE ENTABLATURE IS REMOVED, THE BRICK SHALL BE

INSPECTED FOR SIGNS OF MORTAR CONDITION. THE

CONTRACTOR SHALL BRING TO THE ATTENTION OF THE AOR

ANY MORTAR THAT NEEDS TO BE REPAIRED OR RE-POINTED

PRIOR TO THE INSTALLATION OF ANY NEW FINISHES.

3. THROUGHOUT THE DURATION OF THE REMOVED

ENTABLATURE, THE CONTRACTOR SHALL INSPECT THE

CONDITION OF THE WOOD GUTTER SUPPORTS. IF IT IS

DETERMINED THE GUTTER SUPPORTS ARE IN NEED OF

REPAIR OR REPLACEMENT, THE CONTRACTOR SHALL

REPORT TO THE AOR FOR A SOLUTION.

4. REMOVE ALL MISCELLANEOUS BLOCKING BEHIND THE

EXISTING ENTABLATURE.

REPAIR NOTES:

1. PROVIDE PRESSURE TREATED SOLID BLOCKING AS

REQUIRED TO MECAHANICALLY FASTEN THE NEW GFRG

ENTABLATURE DELEGATED DESIGN.

A202

2 EXTERIOR ELEVATION

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

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

A202

1 of -

EXTERIOR ELEVATIONS

A202

1 EXTERIOR ELEVATION

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

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

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REPLACE CUPOLA IN-KIND WITH A

NEW CUPOLA TO MATCH

EXISTING

'-2

FI

EL

D

VE

RI

FY

8'- 4"

5'-10"

FIELD VERIFY

'-1

0"

REMOVE SPIRE, AND WEATHER

VANE CLEAN AND RE-FURBISH

AND USE ON NEW CUPOLA

NOTE:

STRUCTURAL CALCULATIONS SHALL BE PROVIDED BY THE

GENERAL CONTRACTOR FOR THE PROPOSED CUPOLA AS

PART OF A DELEGATED DESIGN BY A THIRD PARTY

STRUCTURAL ENGINEER THAT IS REGISTERED IN THE

STATE OF PENNSYLVANIA. THE CONTRACTOR SHALL THEN

SUBMIT THE CALCULATIONS TO THE AOR FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

EXISTING ROOF

TRUSS

CLEAN AND REPAIR

EXISTING COPPER GUTTER

REMOVE, CLEAN, REPAIR,

AND RE-INSTALL TWISTED

BRONZE STRAPS AS REQ'D.

1'-1"

6 1/2" 6 1/2"

REMOVE WOOD CORNICE AND

REPLACE WITH GFRC CORNICE

REMOVE CLEAN AND

REPAIR TWISTED BRONZE

STRAPS AS REQ'D.

REMOVE, REPAIR, AND RE-INSTALL

EXISTING FELT UNDERLAYMENT

REMOVE, REPAIR, AND RE-INSTALL

SELF-ADHERING UNDERLAYMENT

ALONG PERIMETER AND VALLEYS

EXISTING SLATE SHINGLES TO BE REMOVED

AND RE-INSTALLED AS REQ'D FOR

INSTALLATION OF NEW EPDM, ICE AND

WATER SHIELD, AND SNOW BARS. REPLACE

ANY BROKEN SHINGLES TO MATCH EXISTING

EXISTING WOOD

PLANKS

EXISTING WOOD

BLOCKING

FLUID APPLIED MULTI-COAT

MEMBRANE LINING INSIDE EXISTING

COPPER GUTTER

4 3 /4"

2'- 0"

2'- 4 3

/4"

ADD ALTERNATE: NEW STAINLESS STEEL 3-PIPE

SNOW BARS MECHANICALLY FASTENED TO ROOF

WITH BRACKET AND PLATE. PLATES TO BE SPACED

24" - 48" O.C. AND INSTALLED 24" - 30" FROM

DRIPLINE OF ROOF. REMOVE EXISTING SLATE

SHINGLES WHERE APPLICABLE TO ACCOMMODATE

NEW PLATES, ENSURING PLATES MAINTAIN

PROPER OVERLAP WITH SHINGLES TO ACHIEVE

WATER-TIGHT CONSTRUCTION. VERIFY EXISTING

SHINGLE SIZE AND SPACING FOR SIZING AND

POSITIONING PLATES. COORDINATE WITH AOR.

NOTE: STRUCTURAL CALCULATIONS AND ROOF CONDITION

ASSESSMENT SHALL BE PROVIDED BY THE GENERAL

CONTRACTOR FOR THE PROPOSED SNOW GUARDS AS PART

OF A DELEGATED DESIGN BY A THIRD PARTY STRUCTURAL

ENGINEER THAT IS REGISTERED IN THE STATE OF

PENNSYLVANIA. THE CONTRACTOR SHALL THEN SUBMIT THE

CALCULATIONS AND ASSESSMENT TO THE AOR FOR REVIEW

AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

REMOVE WOOD CORNICE AND

REPLACE WITH GFRC CORNICE

REMOVE WOOD CORNICE AND

REPLACE WITH GFRC CORNICE

3'- 0"

FI

EL

D

VE

RI

FY

3'-9"

FIELD VERIFY

REMOVE, REPAIR, AND RE-INSTALL

EXISTING FELT UNDERLAYMENT

REMOVE, REPAIR, AND RE-INSTALL

SELF-ADHERING UNDERLAYMENT

ALONG PERIMETER AND VALLEYS

EXISTING SLATE SHINGLES TO BE REMOVED

AND RE-INSTALLED AS REQ'D FOR

INSTALLATION OF NEW EPDM, ICE AND

WATER SHIELD, AND SNOW BARS. REPLACE

ANY BROKEN SHINGLES TO MATCH EXISTING

PATCH AND REPAIR

COPPER DOWNSPOUT AS

REQUIRED.

REMOVE WOOD CORNICE AND

REPLACE WITH GFRC CORNICE

EXISTING EXTERIOR

WALL

CLEAN AND REPAIR

EXISTING COPPER GUTTER

EXISTING WOOD

PLANKS

EXISTING ROOF

TRUSS

EXISTING WOOD

BLOCKING

CLEAN AND REPAIR

EXISTING COPPER

GUTTER

REMOVE, CLEAN, REPAIR,

AND RE-INSTALL TWISTED

BRONZE STRAPS AS REQ'D.

REMOVE CLEAN AND

REPAIR TWISTED BRONZE

STRAPS AS REQ'D.

FLUID APPLIED MULTI-COAT

MEMBRANE LINING INSIDE EXISTING

COPPER GUTTER

4 3 /4"

2'- 0"

2'- 4 3

/4"

8 1/8" V.I.F.

REMOVE WOOD CORNICE AND

REPLACE WITH GFRC CORNICE

PATCH AND REPAIR

COPPER DOWNSPOUT AS

REQUIRED.

REMOVE ALL EXISTING

DOWNSPOUT OUTLETS AND

INSTALL NEW DOWNSPOUT

OUTLETS IN-KIND. SOLDER

AROUND OUTLET TO ENSURE

WATERTIGHT CONSTRUCTION

ADD ALTERNATE: NEW STAINLESS STEEL 3-PIPE

SNOW BARS MECHANICALLY FASTENED TO ROOF

WITH BRACKET AND PLATE. PLATES TO BE SPACED

24" - 48" O.C. AND INSTALLED 24" - 30" FROM

DRIPLINE OF ROOF. REMOVE EXISTING SLATE

SHINGLES WHERE APPLICABLE TO ACCOMMODATE

NEW PLATES, ENSURING PLATES MAINTAIN

PROPER OVERLAP WITH SHINGLES TO ACHIEVE

WATER-TIGHT CONSTRUCTION. VERIFY EXISTING

SHINGLE SIZE AND SPACING FOR SIZING AND

POSITIONING PLATES. COORDINATE WITH AOR.

NOTE: STRUCTURAL CALCULATIONS AND ROOF CONDITION

ASSESSMENT SHALL BE PROVIDED BY THE GENERAL

CONTRACTOR FOR THE PROPOSED SNOW GUARDS AS PART

OF A DELEGATED DESIGN BY A THIRD PARTY STRUCTURAL

ENGINEER THAT IS REGISTERED IN THE STATE OF

PENNSYLVANIA. THE CONTRACTOR SHALL THEN SUBMIT THE

CALCULATIONS AND ASSESSMENT TO THE AOR FOR REVIEW

AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

A501

3 SECTION THRU ROOF EAVE AND EAVE ELEVATION

SCALE: ...=1'-0"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

09.25.2025

AS NOTED

S.S.H.E. CWU-53-B

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

DateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

Circular block ref "*X"Circular block ref "*X"

STATE SYSTEM OF HIGHER EDUCATION

Scale:

Date:

Project/Contract No.

Drawn By:

Checked By:

Drawing No.

Title:

Submitted:

Authorized By:

Reviewed By:

Submitted:

Description DescriptionDateDate

System Representative:

Construction Manager:

Consultant:

Professional:

BLOOMSBURG CAMPUS

BLOOMSBURG, COLUMBIA COUNTY, PENNSYLVANIA

AS NOTED

COMMONWEALTH UNIVERSITY

BENJAMIN FRANKLIN HALL

JJ

WB

A501

1 of -

MISCELLANEOUS DETAILS

A501

1 SECTION THRU ROOF EAVE AND CORNICE ELEVATION (GUTTER)

SCALE: 1 1/2" = 1'-0" A501

2 CUPOLA ELEVATION

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

A501

5 CORNICE DETAIL

SCALE: 1"=1'-0"

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AutoCAD SHX Text Architects, Engineers, Interior Designers 318 Penn Avenue Scranton PA 18503 Phone 570-961-2385 Fax 570-341-5148

AutoCAD SHX Text

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SIGNATURE DATE