DRAFT_McLevy_Hall_100%_BID_Documents_Drawings.pdf

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

203.944.9424 tel www.wje.com

McLevy Hall Exterior Repairs & Restoration

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

999 Broad Street, 2nd Floor Bridgeport, CT 06604

100% BID DOCUMENTS

80% BID DOCUMENTS

2024.0848.0

05/02/2025 04/04/2025

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

COVER SHEET

T-000

MCLEVY HALL EXTERIOR

REPAIRS & RESTORATION

Client: Office of Planning and Public Development

Bridgeport, CT 06604

WJE Project No. 2024.0848.0

05/05/2025 - 100% BID DOCUMENTS

WJE Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Ste 502 Shelton, CT 06484

Sheet List Table Sheet Number Sheet Title

T-000 COVER SHEET

T-001 SITE PLAN & GENERAL NOTES

T-002 SCOPE OF WORK (PHASE I)

T-003 SCOPE OF WORK (PHASE II)

DM-100 ROOF PLAN REMOVALS (PHASE I)

DM-200 NORTH & SOUTH ELEVATIONS REMOVALS

DM-201 EAST ELEVATION REMOVALS

DM-202 WEST ELEVATION REMOVALS

A-100 ROOF PLAN (PHASE I)

A-200 NORTH & SOUTH ELEVATIONS

A-201 EAST ELEVATION

A-202 WEST ELEVATION

A-300 ROOF DETAILS AND SECTION

A-301 ROOF DETAILS

A-302 SKYLIGHT DETAILS

A-303 SCHEMATIC SKYLIGHT DETAILS

A-304 MASONRY DETAILS

A-305 MASONRY DETAILS

A-306 COPPER REPAIR DETAILS

A-307 COPPER ENTABLATURE AND COPPER SPANDREL REPAIR DETAILS

A-308 SEALANT JOINTS AND MISC. DETAILS

A-400 WINDOW SCOPE OF WORK

A-401 WINDOW TYPES

A-402 WINDOW DETAILS

A-403 WINDOW JAMB DETAILS

A-404 TYPICAL WINDOW REPAIR DETAILS

A-500 PHOTOGRAPHS

A-501 ROOF PHOTOGRAMMETRY

A-502 NORTH & SOUTH ELEVATIONS PHOTOGRAMMETRY

A-503 EAST ELEVATION PHOTOGRAMMETRY

A-504 WEST ELEVATION PHOTOGRAMMETRY

S-000 STRUCTURAL COVER SHEET

S-100 STRUCUTRAL EXISTING ROOF PLAN

S-200 STRUCTURAL EXISTING ROOF ELEVATIONS

S-300 STRUCTURAL ROOF EXISTING DETAILS

S-301 STRUCTURAL ROOF REPAIRS DETAILS

05/05/202505/05/2025

Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

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Pl ott ed : 5

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

SITE PLAN & GENERAL

NOTES

T-001

Location Map

PROJECT

LOCATION

GENERAL NOTES

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES. PROTECT EXISTING MATERIALS

DURING THE WORK AND ONLY USE THE GENTLEST MEANS POSSIBLE NEEDED TO ACHIEVE THE REQUIRED RESULTS.

2. DRAWINGS AND ASSOCIATED SPECIFICATIONS APPLY ONLY TO THE SPECIFIC PROJECT IDENTIFIED IN TITLEBLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE WITHOUT SPECIFIC WRITTEN CONSENT OF ARCHITECT/ENGINEER, ARCHITECT/ENGINEER'S SUB-CONSULTANTS, AND OWNER. ANY UNAUTHORIZED USE OF ARCHITECT/ENGINEER'S WORK PRODUCT SHALL BE AT USER'S SOLE RISK AND USER SHALL INDEMNIFY ARCHITECT/ENGINEER AGAINST ANY LIABILITY OR LEGAL EXPOSURE RELATED TO THE UNAUTHORIZED USE.

3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, ARE TO BE TAKEN AS A WHOLE, AND SHOULD INCLUDE SUFFICIENT INFORMATION NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK IN A MANNER CONSISTENT WITH THE DESIGN INTENT. IN THE ABSENCE OF EXPLICIT OR REASONABLY INFERABLE INFORMATION ON DRAWINGS OR IN SPECIFICATIONS, PROMPTLY SEEK CLARIFICATION FROM ARCHITECT/ENGINEER AS A REQUEST FOR INFORMATION.

4. SPECIFIED PRODUCTS ARE BELIEVED TO HAVE PROPERTIES ADEQUATE FOR THE INTENDED PURPOSE. IF CONTRACTOR HAS PREVIOUSLY FOUND SPECIFIED PRODUCTS TO BE UNACCEPTABLE FOR ANY REASON, CONTRACTOR SHALL PROMPTLY INFORM ARCHITECT/ENGINEER AS A REQUEST FOR SUBSTITUTION.

5. PROMPTLY REPORT TO ARCHITECT/ENGINEER AS A REQUEST FOR INFORMATION KNOWN OR SUSPECTED ERRORS, INCONSISTENCIES, OR OMISSIONS WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS AS WELL AS KNOWN OR SUSPECTED VARIANCE OF DRAWINGS AND SPECIFICATIONS FROM EXISTING CONDITIONS. FOR BIDDING PURPOSES ONLY AND UNLESS OTHERWISE DIRECTED BY ARCHITECT/ENGINEER, THE MORE STRINGENT REQUIREMENT OR BETTER QUALITY SHALL TAKE PRECEDENCE.

6. DIMENSIONS, QUANTITIES, AND GEOMETRIES PROVIDED FOR EXISTING CONSTRUCTION ARE BASED ON LIMITED FIELD DOCUMENTATION BY ARCHITECT/ENGINEER. FIELD VERIFY APPLICABLE INFORMATION PRIOR TO SUBMITTING A BID, ORDERING MATERIALS, OR OTHERWISE COMMITTING RESOURCES TO THE WORK. PROVIDED DIMENSIONS TAKE PRECEDENCE OVER SCALED

DIMENSIONS.

7. PROVIDE LABOR, MATERIALS, EQUIPMENT, SUPERVISION, AND COORDINATION DIRECTLY AND INCIDENTALLY NECESSARY TO PERFORM THE WORK IN ACCORDANCE WITH CONTRACT

DOCUMENTS.

8. ACTIVITIES OR DUTIES OF ARCHITECT/ENGINEER OR TESTS, INSPECTIONS, OR APPROVALS REQUIRED OR PERFORMED BY THIRD PARTIES SHALL NOT RELIEVE CONTRACTOR OF ITS

OBLIGATION TO PERFORM THE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

9. SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES, AND INSPECTIONS BY GOVERNMENT AGENCIES NECESSARY FOR PROPER AND COMPLIANT EXECUTION AND COMPLETION OF THE WORK.

10. COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, AND LAWFUL ORDERS OF AUTHORITIES HAVING JURISDICTION

APPLICABLE TO THE WORK.

11. SUPPLY OWNER WITH SAFETY DATA SHEETS (SDS) FOR EACH CHEMICAL THAT WILL BE BROUGHT ONTO OWNER'S PROPERTY.

12. CONTRACTOR IS SOLELY RESPONSIBLE FOR, AND SHALL HAVE SOLE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. ARCHITECT/ENGINEER HAS NO SUCH RESPONSIBILITIES. SPECIFIC INSTRUCTION THAT MAY BE GIVEN IN CONTRACT DOCUMENTS CONCERNING CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES SHALL NOT RELIEVE CONTRACTOR OF ITS RESPONSIBILITY FOR CONTROL AND COORDINATION.

13. CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE

WORK. ARCHITECT/ENGINEER HAS NO SUCH RESPONSIBILITIES BEYOND ITS OWN EMPLOYEES.

14. THE WORK WILL BE PERFORMED AT A NON-OPERATIONAL FACILITY. COORDINATE CONSTRUCTION ACTIVITIES AND PROCEDURES WITH OWNER.

15. SUBMIT PROPOSED DEMOLITION AND CONSTRUCTION SCHEDULES TO OWNER AND ARCHITECT/ENGINEER PRIOR TO BEGINNING WORK. PROCEED WITH THE WORK ONLY AFTER A MUTUALLY AGREEABLE SCHEDULE HAS BEEN ESTABLISHED. REGULARLY REVISE SCHEDULE TO REFLECT PROGRESS OF THE WORK.

16. MAINTAIN PREMISES AND SURROUNDING AREA FREE FROM ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH RESULTING FROM THE WORK.

17. COORDINATE LOCATIONS OF ON-SITE STORAGE OF MATERIALS AND EQUIPMENT WITH OWNER SO AS TO NOT UNREASONABLY ENCUMBER FACILITY OR SITE.

18. DO NOT ALLOW CONSTRUCTION MATERIALS, EQUIPMENT, OR PROCEDURES TO OVERLOAD OR EXCEED THE STRUCTURAL CAPACITY OF EXISTING CONSTRUCTION TO REMAIN, PARTIALLY COMPLETED WORK, OR COMPLETED WORK. MAKE INSPECTIONS AND/OR PERFORM ANALYSES AND TESTS NECESSARY TO VERIFY THAT EXISTING ELEMENTS HAVE ADEQUATE CAPACITY TO

SUPPORT PROPOSED CONSTRUCTION LOADS.

19. DRAWINGS ILLUSTRATE THE COMPLETED WORK WITH ELEMENTS IN THEIR FINAL INTENDED POSITIONS. PROVIDE SHORING, BRACING, SUPPORT, AND SEQUENCE WORK AS REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF NEW OR EXISTING CONSTRUCTION DURING THE WORK.

20. TEMPORARILY RELOCATE AND RESTORE EXISTING EQUIPMENT AND APPURTENANCES (WHETHER OR NOT SHOWN ON THE DRAWINGS) THAT OBSTRUCT ACCESS TO PORTIONS OF THE WORK.

21. DEVELOP, IMPLEMENT, ERECT, AND MAINTAIN SAFEGUARDS TO PREVENT DAMAGE, INJURY, OR LOSS RESULTING FROM THE WORK TO (A) WORKERS, PASSERS-BY, AND OTHER PERSONS; (B) IN-PROGRESS WORK, MATERIALS, AND EQUIPMENT UNDER CARE, CUSTODY, AND CONTROL OF THE CONTRACTOR (WHETHER ON OR OFF SITE); AND (C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO NOT DESIGNATED AS PART OF THE WORK FOR REMOVAL, RELOCATION, OR REPLACEMENT. IN THE EVENT OF DAMAGE, INJURY, OR LOSS, PROMPTLY NOTIFY ARCHITECT/ENGINEER AND PRESENT PROPOSED REMEDY. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE AND ACCESS TO THE PROPERTY AND ADJACENT PARK IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS AND AS SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS.

22. DEVELOP, IMPLEMENT, ERECT, AND MAINTAIN SAFEGUARDS TO PROVIDE FOR WATERTIGHT INTEGRITY OF WORK IN PROGRESS. IN THE EVENT OF DAMAGE, INJURY, OR LOSS, PROMPTLY

NOTIFY ARCHITECT/ENGINEER AND PRESENT PROPOSED REMEDY.

23. IN AN EMERGENCY AFFECTING SAFETY OF PERSONS OR PROPERTY, ACT TO PREVENT OR STOP FURTHER DAMAGE, INJURY, OR LOSS.

24. ALL WORK SHALL BE SUBJECT TO REVIEW BY ARCHITECT/ENGINEER BEFORE IT IS CONCEALED BY OTHER WORK AND/OR MEANS OF ACCESS IS REMOVED. COORDINATE MANDATORY REVIEWS WITH ARCHITECT/ENGINEER PRIOR TO START OF CONSTRUCTION. PROVIDE REASONABLE NOTIFICATION TO ARCHITECT/ENGINEER TO ALLOW FOR SUCH REVIEW AS WORK PROCEEDS.

25. PROMPTLY CORRECT WORK REJECTED BY ARCHITECT/ENGINEER OR FAILING TO CONFORM TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. ASSOCIATED COSTS (INCLUDING ADDITIONAL TESTING OR INSPECTIONS, COST OF UNCOVERING AND CORRECTION, AND COMPENSATION FOR ARCHITECT/ENGINEER'S SERVICES AND EXPENSES MADE NECESSARY THEREBY) SHALL BE

THE CONTRACTOR'S RESPONSIBILITY.

26. IF A HAZARDOUS MATERIAL OR SUBSTANCE NOT ADDRESSED IN THE CONTRACT DOCUMENTS IS ENCOUNTERED, IMMEDIATELY STOP WORK IN AFFECTED AREA AND NOTIFY OWNER AND ARCHITECT/ENGINEER OF THE CONDITION. REFER TO THE ATTACHED HAZARDOUS MATERIALS REPORT PROVIDED BY THE CITY OF BRIDGEPORT, FOR REFERENCE.

27. RESTORE ANY IMPACTED LAWN AREAS, PLANTING BEDS, CURBS AND ROADWAYS TO PRE-CONSTRUCTION CONDITIONS.

28. PHOTOGRAPH PRE-CONSTRUCTION CONDITIONS AND SUBMIT TO ARCHITECT/ENGINEER PRIOR TO START OF CONSTRUCTION. CONTRACTOR AND SUCONTRACTORS MUST COLLECT PHOTOGRAPHIC DOCUMENTATION DURING WORK PROCESS AND PROVIDE IT TO ARCHITECT UPON REQUEST.

29. HAZARDOUS MATERIALS HAVE BEEN IDENTIFIED IN THE PROJECT. COORDINATE WITH OWNER FOR RECEIPT AND REVIEW OF EXISTING REPORT

XX

A-102A

+/- APPROXIMATE DIMENSION

@ AT

Ø DIAMETER

℄ CENTER LINE

' / FT / ft FOOT " / IN / in INCH

ALT BID ALTERNATE

ALUM ALUMINUM

BASE BASE BID

BLK'G WOOD BLOCKING

BRD. BOARD

ELEV ELEVATION

FLR. FLOOR

GA / ga GAUGE

GALV. GALVANIZED

ID INSIDE DIAMETER / DIMENSION

LCC LEAD COATED COPPER

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

MO MASONRY OPENING

NA NOT APPLICABLE

NO/ No / # NUMBER

NTS NOT TO SCALE

OC / oc ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPP OPPOSITE

OPP HD OPPOSITE HAND

OSHA OCCUPATIONAL HEATH AND

SAFETY ADMINISTRATION

OZ / oz OUNCE PSF / psf POUNDS PER SQUARE FOOT PSI / psi POUNDS PER SQUARE INCH

REQ'D REQUIRED

RO ROUGH OPENING

SCTN. SECTION

SF SQUARE FEET

SIM SIMILAR

SQ.IN SQUARE INCH

SPEC PROJECT SPECIFICATION

SS STAINLESS STEEL

STL STEEL

TYP TYPICAL

VIF VERIFY IN FIELD

W/C PORTABLE TOILET/WASHROOM

X / x MULTIPLE NUMBER OF (TIMES)

SYMBOL LEGEND

DETAIL No.

REFERENCE

REFERENCE TAG

NEW PRESSURE TREATED

WOOD BLOCKING

DETAIL CLOUD

SHEET

REFERENCE

ABBREVIATIONS

REPAIR ALLOCATION TAG

REPAIR QUANTITY

(SEE UNIT SCOPE

SUMMARY TABLE)

REPAIR CODE (SEE UNIT

SCOPE SUMMARY

DESCRIPTION)

APPROXIMATE

LOCATION OF REPAIR

XX-Y

X

X WINDOW FLOOR/NUMBER

WINDOW TYPE

WINDOW TAG

05/05/202505/05/2025

Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

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THIS SHEET PLOTS FULL SIZE

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

SCOPE OF WORK

(PHASE I)

T-002

SCOPE OF WORK TABLES (PHASE I)

THE FOLLOWING TABLE SUMMARIZES THE SCOPE OF WORK ITEMS REPRESENTED IN THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO FULLY UNDERSTAND THE WORK.

NOTE: PHASE I (REPAIRS) PERTAINS TO HIGH PRIORITY SCOPE, AS DISCUSSED W/ THE

CITY OF BRIDGEPORT. IT CONSISTS OF SCOPE FROM THE COPPER CAPITALS AND ABOVE.

05/05/2025

Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

5:

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

SCOPE OF WORK

(PHASE II)

T-003

SCOPE OF WORK TABLES (PHASE II)

THE FOLLOWING TABLE SUMMARIZES THE SCOPE OF WORK ITEMS REPRESENTED IN THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO FULLY UNDERSTAND THE WORK.

NOTES:

1. PHASE II (RESTORATION/REPAIRS) PERTAINS TO MEDIUM TO LOW PRIORITY SCOPE, AS DISCUSSED

W/ THE CITY OF BRIDGEPORT. IT CONSISTS OF SCOPE BELOW THE COPPER ENTABLATURE.

2. THE SCOPE OF WORK WAS OUTLINED BASED ON LIMITED HANDS-ON ACCESS DURING 3 DAYS OF

BOOM LIFT SURVEYS TO INFORM GENERAL QUANTITIES AND ALLOWANCES.

87654321

A

B

C

D

4 4

5 TYP.

COMPLETELY REMOVE ALL EXISTING ROOFING MEMBRANE DOWN TO THE

CEMENTITIOUS PARGE INCLUDING ALL PERIMETER FLASHINGS DOWN TO THE

PERMANENT SUBSTRATES. DISPOSE OF REMOVED MATERIALS PER REQUIREMENTS OF

OWNER AND APPLICABLE LOCAL REGULATIONS.

REMOVE GUTTER AND PERIMETER METAL FASCIAS. REMOVE WOOD SUBSTRATE FRAME

FOR GUTTER. REMOVE EXISTING DRAINS AND LEADERS

EXISTING PIPE PENETRATIONS AND VENT STACKS TO REMAIN. REMOVE BASE

FLASHINGS DOWN TO PERMANENT SUBSTRATES.

REMOVE EXISTING SKYLIGHTS DOWN TO STRUCTURAL ELEMENTS AND EXISTING CURB.

ARCHITECT/ENGINEER TO REVIEW EXPOSED CURB.

EXISTING CHIMNEY TO REMAIN (TYP). REMOVE BASE FLASHINGS DOWN TO PERMANENT

SUBSTRATES. COORDINATE ANY MASONRY REPAIR WORK AT CHIMNEY'S WITH OTHER

TRADES AND/OR GENERAL CONTRACTOR PRIOR TO PERFORMING ANY ROOFING WORK.

REMOVE DECORATIVE COPPER ELEMENTS OF ENTABLATURE (ROUNDELS, TRIGLYPHS,

GUTTAE), CATALOGUE, NUMBER AND SALVAGE FOR REINSTALLATION. REMOVE FLAT

COPPER BACK UP.

REMOVE GRILLES FOR PREP AND PAINTING OFF SITE.

REMOVE ALL ROTTED, DAMAGED, DRIED OUT, BROKEN WOOD FRAMING FOR COPPER

SOFFIT

REMOVALS KEYED NOTES (PHASE I) LEGEND

PIPE PENETRATION/VENT STACK

DRAIN/ DRAIN SCREEN

EXHAUST FAN

OBSOLETE CHIMNEY/ VENT STACK

ROOF SLOPE

SKYLIGHT

ELEMENT TO BE REMOVED/DEMOLISHED

NOTES

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS

IN THE FIELD AND UNDERLYING CONDITIONS AND

SHALL NOTIFY ARCHITECT/ENGINEER ABOUT

ANY DISCREPANCIES PRIOR TO WORK.

2. PROTECT AND STABILIZE EXISTING BUILDING

COMPONENTS AND STRUCTURE TO REMAIN AT

ALL TIMES.

EXST HOLLOW CLAY TILE (HCT) TO REMAIN

EXST CEMENTITIOUS PARGE FLUSH WITH

TOP OF EMBEDDED STEEL RAFTER TO

REMAIN. NOTIFY A/E OF ANY SIGNIFICANT

SECTION LOSS AT STEEL ONCE EXPOSED

EXST FELT TO BE REMOVED

EXST BUILT-UP ROOFING TO BE REMOVED

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

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THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

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5:

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

ROOF PLAN

REMOVALS (PHASE I)

DM-100

1 SCALE: 3/16" = 1'-0"

ROOF PLAN REMOVALS (PHASE I)

DM-200

DM-200

DM-201

DM-202

2 SCALE: 3" = 1'-0"

EXST ROOFING ASSEMBLY TO BE REMOVED

SOUTH PEDIMENT

FLAT ROOF

(BELOW)

NORTH PEDIMENT

ROOF BELOW MAIN

PEDIMENT

RAMP AND

ENTRANCE

STEPS BELOW

A-302

TYP

M c L E V Y H A L L

A B C D

1ST FLOOR

2ND FLOOR

3RD FLOOR

ATTIC

N3-7

N3-6

N3-8

C

B

A

N2-7

N2-6

N2-8

N1-7A

N1-6

N1-8

N1-7B7

NT-1

ND-1

RAMP AND RAILINGS

NOT IN SCOPE (TYP.)

E

GARBAGE BIN

OBSTRUCTIONS (NOT

SURVEYED)

2 2

9 3

PH

AS

E I

PH

AS

E

II

M c L E V Y H A L L

ABCD

1ST FLOOR

2ND FLOOR

3RD FLOOR

ATTIC

C

B

S3-15

S3-14

S3-16

S2-15

S2-14

S2-16

S1-14

S1-166

S1-15A

S1-15B

ST-2

SD-2

E

SA-2

SA-1

SA-3

A

PH

AS

E I

PH

AS

E

II

COMPLETELY REMOVE ALL EXISTING ROOFING MEMBRANE DOWN TO THE

CEMENTITIOUS PARGE INCLUDING ALL PERIMETER FLASHINGS DOWN TO THE

PERMANENT SUBSTRATES. DISPOSE OF REMOVED MATERIALS PER REQUIREMENTS OF

OWNER AND APPLICABLE LOCAL REGULATIONS.

REMOVE GUTTER AND PERIMETER METAL FASCIAS. REMOVE WOOD SUBSTRATE FRAME

FOR GUTTER. REMOVE EXISTING DRAINS AND LEADERS

EXISTING PIPE PENETRATIONS AND VENT STACKS TO REMAIN (U.O.N.). REMOVE BASE

FLASHINGS DOWN TO PERMANENT SUBSTRATES.

REMOVE EXISTING SKYLIGHTS DOWN TO STRUCTURAL ELEMENTS AND EXISTING CURB

EXISTING CHIMNEY TO REMAIN (TYP). REMOVE BASE FLASHINGS DOWN TO PERMANENT

SUBSTRATES. COORDINATE ANY MASONRY REPAIR WORK AT CHIMNEY'S WITH OTHER

TRADES AND/OR GENERAL CONTRACTOR PRIOR TO PERFORMING ANY ROOFING WORK.

REMOVE DECORATIVE COPPER ELEMENTS OF ENTABLATURE (ROUNDELS, TRIGLYPHS,

GUTTAE), CATALOGUE, NUMBER AND SALVAGE FOR REINSTALLATION. INSTALL NEW

CORRUGATED BACK UP PANEL.

REMOVE GRILLES FOR PREP AND PAINTING OFF SITE.

REMOVE ALL ROTTED, DAMAGED, DRIED OUT, BROKEN WOOD FRAMING FOR COPPER

SOFFIT

REMOVE SECTIONS OF OBSOLETE VETNS/PIPING BLOCKING EXTERIOR WORK.

CONTRACTOR TO TRACE PIPING TO CONFIRM OBSOLESCENCE AND COORDINATE W/

THE CITY PRIOR TO CUTTING ANY SECTIONS.

REMOVALS NOTES (PHASE I)

A

B

C

D

REMOVE ALL LOOSE, SPALLING, BLISTERING, POWDERING STONE MATERIAL (TYP.) (+- 6,000 SF)

REMOVE ALL DEBONDED, DAMAGED AND DETERIORATED SEALANT BETWEEN BASE OF BUILDING AND

SIDEWALKS (+- 180 LF)

EXISTING DOORS TO REMAIN. ASSUMED TO BE ADDRESSED AS PART OF FUTURE INTERIOR RETROFIT WORKS

REMOVE ALL EXTERIOR AND INTERIOR STORM WINDOWS TO ALLOW FOR WINDOW REPAIR/RESTORATION. 100%

REMOVE IVY GROWTH TO ALLOW FOR SURVEY OF MASONRY OBSCURED BY VEGETATION

REMOVE DEBRIS, VEGETATION, OBSOLETE MATERIALS FROM ALL LIGHTWELLS

REMOVE MASONRY BACK UP BLOCKING WINDOW.

REMOVALS NOTES (PHASE II)

9 E

F

G

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

5:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \D

M-

0 N

OR

TH

S

OU

TH

E

LE

VA

TI

ON

S

RE

MO

VA

LS

.dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om W iss

Ja nn ey , E lst ne r A ss oc iat es , In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

NORTH & SOUTH

ELEVATIONS

REMOVALS

DM-200

1 SCALE: 3/16" = 1'-0"

NORTH ELEVATION REMOVALS 2 SCALE: 3/16" = 1'-0"

SOUTH ELEVATION REMOVALS

A-302

1ST FLOOR

2ND FLOOR

3RD FLOOR

ATTIC

8 7 6 5 4 3 2 1

SIGNIFICANT IVY GROWTH

(NOT SURVEYED)

1 2 4 4

B

E3-1

E2-1

E1-1

E3-2

E2-2

E1-2

E3-4

E2-4

E1-4

E3-5

E2-5

E1-5

E3-3

E0-1

E0-2

E0-4

B

E

F F F 12

ED-1

E0-5A

E0-5B

A

G

TYP.

U.O.N.

PH

AS

E I

PH

AS

E

II

COMPLETELY REMOVE ALL EXISTING ROOFING MEMBRANE DOWN TO THE

CEMENTITIOUS PARGE INCLUDING ALL PERIMETER FLASHINGS DOWN TO THE

PERMANENT SUBSTRATES. DISPOSE OF REMOVED MATERIALS PER REQUIREMENTS OF

OWNER AND APPLICABLE LOCAL REGULATIONS.

REMOVE GUTTER AND PERIMETER METAL FASCIAS. REMOVE WOOD SUBSTRATE FRAME

FOR GUTTER. REMOVE EXISTING DRAINS AND LEADERS

EXISTING PIPE PENETRATIONS AND VENT STACKS TO REMAIN (U.O.N.). REMOVE BASE

FLASHINGS DOWN TO PERMANENT SUBSTRATES.

REMOVE EXISTING SKYLIGHTS DOWN TO STRUCTURAL ELEMENTS AND EXISTING CURB

EXISTING CHIMNEY TO REMAIN (TYP). REMOVE BASE FLASHINGS DOWN TO PERMANENT

SUBSTRATES. COORDINATE ANY MASONRY REPAIR WORK AT CHIMNEY'S WITH OTHER

TRADES AND/OR GENERAL CONTRACTOR PRIOR TO PERFORMING ANY ROOFING WORK.

REMOVE DECORATIVE COPPER ELEMENTS OF ENTABLATURE (ROUNDELS, TRIGLYPHS,

GUTTAE), CATALOGUE, NUMBER AND SALVAGE FOR REINSTALLATION. INSTALL NEW

CORRUGATED BACK UP PANEL.

REMOVE GRILLES FOR PREP AND PAINTING OFF SITE.

REMOVE ALL ROTTED, DAMAGED, DRIED OUT, BROKEN WOOD FRAMING FOR COPPER

SOFFIT

REMOVE SECTIONS OF OBSOLETE VETNS/PIPING BLOCKING EXTERIOR WORK.

CONTRACTOR TO TRACE PIPING TO CONFIRM OBSOLESCENCE AND COORDINATE W/

THE CITY PRIOR TO CUTTING ANY SECTIONS.

REMOVALS NOTES (PHASE I)

A

B

C

D

REMOVE ALL LOOSE, SPALLING, BLISTERING, POWDERING STONE MATERIAL (TYP.) (+- 6,000 SF)

REMOVE ALL DEBONDED, DAMAGED AND DETERIORATED SEALANT BETWEEN BASE OF BUILDING AND

SIDEWALKS (+- 180 LF)

EXISTING DOORS TO REMAIN. ASSUMED TO BE ADDRESSED AS PART OF FUTURE INTERIOR RETROFIT WORKS

REMOVE ALL EXTERIOR AND INTERIOR STORM WINDOWS TO ALLOW FOR WINDOW REPAIR/RESTORATION. 100%

REMOVE IVY GROWTH TO ALLOW FOR SURVEY OF MASONRY OBSCURED BY VEGETATION

REMOVE DEBRIS, VEGETATION, OBSOLETE MATERIALS FROM ALL LIGHTWELLS

REMOVE MASONRY BACK UP BLOCKING WINDOW.

REMOVALS NOTES (PHASE II)

9 E

F

G

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

5:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \D

M-

1 E

AS

T

EL

EV

AT

IO

N

RE

MO

VA

LS

.dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

EAST ELEVATION

REMOVALS

DM-201

1 SCALE: 3/16" = 1'-0"

EAST ELEVATION REMOVALS

A-302

3RD FLOOR

ATTIC

87654321

SIGNIFICANT IVY GROWTH

(NOT SURVEYED)

B

D

W3-9

W2-9

W1-9

W3-10

W2-10

W1-10

W3-12

W2-12

W1-12

W3-13

W2-13

W1-13

W3-11

W2-11

W0-9

W0-10

W0-12

W0-13

E

B

RAMP AND RAILINGS

NOT IN SCOPE (TYP.)

F F F F

E

G

G

G

12 4 4

TYP.

U.O.N.

PH

AS

E I

PH

AS

E

II

COMPLETELY REMOVE ALL EXISTING ROOFING MEMBRANE DOWN TO THE

CEMENTITIOUS PARGE INCLUDING ALL PERIMETER FLASHINGS DOWN TO THE

PERMANENT SUBSTRATES. DISPOSE OF REMOVED MATERIALS PER REQUIREMENTS OF

OWNER AND APPLICABLE LOCAL REGULATIONS.

REMOVE GUTTER AND PERIMETER METAL FASCIAS. REMOVE WOOD SUBSTRATE FRAME

FOR GUTTER. REMOVE EXISTING DRAINS AND LEADERS

EXISTING PIPE PENETRATIONS AND VENT STACKS TO REMAIN (U.O.N.). REMOVE BASE

FLASHINGS DOWN TO PERMANENT SUBSTRATES.

REMOVE EXISTING SKYLIGHTS DOWN TO STRUCTURAL ELEMENTS AND EXISTING CURB

EXISTING CHIMNEY TO REMAIN (TYP). REMOVE BASE FLASHINGS DOWN TO PERMANENT

SUBSTRATES. COORDINATE ANY MASONRY REPAIR WORK AT CHIMNEY'S WITH OTHER

TRADES AND/OR GENERAL CONTRACTOR PRIOR TO PERFORMING ANY ROOFING WORK.

REMOVE DECORATIVE COPPER ELEMENTS OF ENTABLATURE (ROUNDELS, TRIGLYPHS,

GUTTAE), CATALOGUE, NUMBER AND SALVAGE FOR REINSTALLATION. INSTALL NEW

CORRUGATED BACK UP PANEL.

REMOVE GRILLES FOR PREP AND PAINTING OFF SITE.

REMOVE ALL ROTTED, DAMAGED, DRIED OUT, BROKEN WOOD FRAMING FOR COPPER

SOFFIT

REMOVE SECTIONS OF OBSOLETE VETNS/PIPING BLOCKING EXTERIOR WORK.

CONTRACTOR TO TRACE PIPING TO CONFIRM OBSOLESCENCE AND COORDINATE W/

THE CITY PRIOR TO CUTTING ANY SECTIONS.

REMOVALS NOTES (PHASE I)

A

B

C

D

REMOVE ALL LOOSE, SPALLING, BLISTERING, POWDERING STONE MATERIAL (TYP.) (+- 6,000 SF)

REMOVE ALL DEBONDED, DAMAGED AND DETERIORATED SEALANT BETWEEN BASE OF BUILDING AND

SIDEWALKS (+- 180 LF)

EXISTING DOORS TO REMAIN. ASSUMED TO BE ADDRESSED AS PART OF FUTURE INTERIOR RETROFIT WORKS

REMOVE ALL EXTERIOR AND INTERIOR STORM WINDOWS TO ALLOW FOR WINDOW REPAIR/RESTORATION. 100%

REMOVE IVY GROWTH TO ALLOW FOR SURVEY OF MASONRY OBSCURED BY VEGETATION

REMOVE DEBRIS, VEGETATION, OBSOLETE MATERIALS FROM ALL LIGHTWELLS

REMOVE MASONRY BACK UP BLOCKING WINDOW.

REMOVALS NOTES (PHASE II)

9 E

F

G

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

5:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \D

M-

2 W

ES

T

EL

EV

AT

IO

N

RE

MO

VA

LS

.dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

WEST ELEVATION

REMOVALS

DM-202

1 SCALE: 3/16" = 1'-0"

WEST ELEVATION REMOVALS

87654321

A

B

C

D

LEGEND

PIPE PENETRATION/VENT STACK

NEW DRAIN/ DRAIN SCREEN

EXHAUST FAN

CHIMNEY/ VENT STACK WITH NEW

TAPERED INSULATION/TAPERED

EDGE STRIP (TES) AND 2-PLY SBS

ROOFING CRICKET WITH COPPER

SHEET METAL CLAD CRICKETS

SOLDERED WATERTIGHT

NOTES

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS

IN THE FIELD AND UNDERLYING CONDITIONS AND

SHALL NOTIFY ARCHITECT/ENGINEER ABOUT

ANY DISCREPANCIES PRIOR TO WORK.

2. PROTECT AND STABILIZE EXISTING BUILDING

COMPONENTS AND STRUCTURE TO REMAIN AT

ALL TIMES.

±127'-5"

±6 1'

-7

AREA OF ROOF INSULATION TAPERING

AND AREA OF HOLLOW CLAY TILE

REPAIR (HC-1 AND HC-2) ALLOWANCE

ROOF SLOPE

SKYLIGHT

4' -0

4'-0"

TYP.

TYP.

TYP.

RF-

RF-

RF-

RF-

RF-

RF-2

RF-

RF-

RF-

RF-

RF-

RF-

RF-4

CM-13

CM-13

CM-8

HC-1

HC-2

CM-8

RF-2

RF-4

RF-2

RF-4

RF-2

RF-4

RF-2

RF-4

RF-2

RF-4

RF-

RF-

RF-

RF-

RF-

RF-

RF-

RF-

RF-

RF-

EXPANSION JOINT (EJ)

EJ EJ EJ

EJ EJFIXITY FIXITY

FIXITYFIXITY

5:

-2

(T

YP

5:

-2

(T

YP

5:

-2

(T

YP

5:

-2

(T

YP

5:

-2

(T

YP

5:

-2

(T

YP

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

5:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-1

R

OO

F

PL

AN

(P

HA

SE

I) .dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om W iss

Ja nn ey , E lst ne r A ss oc iat es , In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

ROOF PLAN (PHASE I)

A-100

1 SCALE: 3/16" = 1'-0"

ROOF PLAN (PHASE I)

A-200

A-200

A-201

A-202

A-300

TYP.

A-300

TYP.

A-300

TYP.

A-300

TYP.

A-300

TYP.

A-301

TYP.

A-301

TYP.

A-301

TYP.

A-301

A-302

TYP.

M c L E V Y H A L L

A B C D

1ST FLOOR

2ND FLOOR

3RD FLOOR

ATTIC

R

EF

ER

T

O S

C O

PE

T

AB

LE

F O

R R

ES

ER

VE

A

LL

O

C

AT

IO

N

FO

R

C R

, D P, W N

A N

D R

T R

EP

AI

R S

GARBAGE BIN

OBSTRUCTIONS (NOT

SURVEYED)

N3-7

N3-6

N3-8

N2-7

N2-6

N2-8

N1-6

N1-8

NT-1

ND-1

N1-7A

N1-7B

RAMP AND

RAILINGS NOT

IN SCOPE (TYP.)

REMOVE

OBSOLETE

PIPES (TYP.)

(TYP.)

REFER TO ALTERNATES

DP-1

RT-1

RT-1

DP-2

DP-4

DP-4

DP-1

DP-2

DP-1

DP-2

DP-4

RT-1

18 DP-3

DP-2

DP-2

DP-2

DP-1

DP-2

DP-1

DP-2

34DP-1

AR-1

DP-2

DP-1

DP-2

DP-2

4DP-1

JR-2

DP-1

CM-10

CM-9

RF-2 RF-2

RF-3

GL-3

100%

CM-4

CM-3

CM-4

GL-3

CM-2

ST-5

CM-4

CM-3

CM-4

GL-3

CM-2

ST-5

JR-1

100%

SN-1

CL-1

100%

SW

-1100%

CM-4

CM-3

CM-4

GL-3

CM-1100%

CM-2

CM-9

CM-13

RF-3

GL-4

RF-3

CM-14

CM-14

CM-1100%

SW

-1100%

SW

-1100%

CM-1100%

PH

AS

E I

PH

AS

E

II

JR-4

100%

M c L E V Y H A L L

ABCD

1ST FLOOR

2ND FLOOR

3RD FLOOR

ATTIC

R

EF

ER

T

O S

C O

PE

T

AB

LE

F O

R R

ES

ER

VE

A

LL

O

C

AT

IO

N

FO

R

C R

, D P, W N

A N

D R

T R

EP

AI

R S

S3-15

S3-14

S3-16

S2-15

S2-14

S2-16

S1-14

S1-166

S1-15A

S1-15B

ST-1

SD-1

SA-2

SA-1

SA-3

REMOVE

OBSOLETE

PIPES (TYP.)

(TYP.)

REFER TO ALTERNATES

CM-5

.5

CM-5

.5

JR-2

CM-10

CM-9

CM-11

CM-13

RF-3

CI-1 CI-1CI-1

GL-3

100%

GL-4

JR-1

100%

CM-4

CM-3

CM-4

GL-3

CM-2

CM-4

CM-3

CM-4

GL-3

CM-2

CM-5

.5

CM-4

CM-3

CM-4

GL-3

CM-2

CM-9

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

PH

AS

E I

PH

AS

E

II

SN-1

SN-1

100SN-1

JR-4

100%

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-2

N

OR

TH

S

OU

TH

E

LE

VA

TI

ON

S.

dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om W iss

Ja nn ey , E lst ne r A ss oc iat es , In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

NORTH & SOUTH

ELEVATIONS

A-200

1 SCALE: 3/16" = 1'-0"

NORTH ELEVATION 2 SCALE: 3/16" = 1'-0"

SOUTH ELEVATION

A-302

TYP

A-301

3RD FLOOR

ATTIC

8 7 6 5 4 3 2 1

REMOVE SIGNIFICANT

IVY GROWTH

RAMP AND RAILINGS

NOT IN SCOPE

R

EF

ER

T

O S

C O

PE

T

AB

LE

F O

R R

ES

ER

VE

A

LL

O

C

AT

IO

N

FO

R

C R

, D P, W N

A N

D R

T R

EP

AI

R S

E3-1

E2-1

E1-1

E3-2

E2-2

E1-2

E3-4

E2-4

E1-4

E3-5

E2-5

E1-5

E3-3

E0-1

E0-2

E0-4 12

ED-1

TYP. @ ALL GROUND EAST

AND WEST WINDOWS

E0-5A

E0-5B

(TYP.)

CLERESTORIES

CLERESTORIES

REFER TO ALTERNATES

DP-2

DP-3

CM-4

CM-3

CM-4

CM-7

CM-7

CM-7

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

W N-6

W N-7

W N-7

W N-7

CM-6

CM-6

CM-6

CM-6

W N-6

W N-7

W N-7

W N-7

9 W N-7

W N-7

W N-7

W N-7

W N-7

W N-7

CM-10

CM-8

RF-1

CM-13

CM-13

RF-2

RF-3 RF-3

RF-3

RF-3

GL-3

CM-2

GL-3

100%

ST-4

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

GL-3

CM-2

ST-4

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

GL-4

GL-4

GL-4

GL-4

JR-1

100%

W N-4

W N-4

W N-4

W N-4

CL-1

100%

JR-2

JR

-2

CM-14

CM-9

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

PH

AS

E I

PH

AS

E

II

RF-2

CM-14

RF-2

CM-14

RF-2

CM-14

RF-2

CM-14

RF-2

CM-14

JR-4

100%

JR-4

100%

(TYP.)

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-2

E

AS

T

EL

EV

AT

IO

N.

dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

EAST ELEVATION

A-201

1 SCALE: 3/16" = 1'-0"

EAST ELEVATION

A-302

TYP

A-301

3RD FLOOR

ATTIC

87654321

REMOVE SIGNIFICANT

IVY GROWTH

R

EF

ER

T

O S

C O

PE

T

AB

LE

F O

R R

ES

ER

VE

A

LL

O

C

AT

IO

N

FO

R

C R

, D P, W N

A N

D R

T R

EP

AI

R S

W3-9

W2-9

W1-9

W3-10

W2-10

W1-10

W3-12

W2-12

W1-12

W3-13

W2-13

W1-13

W3-11

W2-11

W0-9

W0-10

W0-12

W0-13

RAMP AND

RAILINGS NOT IS

SCOPE (TYP.)

(TYP.)

CLERESTORIES

CLERESTORIES

REFER TO ALTERNATES

CM-7

CM-7

CM-7

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

CM-5

.5

W N-6

CM-6

CM-6

CM-6

CM-6

W N-7

W N-7

W N-7

9 W N-7

W N-7

W N-7

9 W N-7

W N-7

W N-7

9W N-7

W N-7

W N-7

CM-10

CM-8

CM-13

RF-1

RF-2

RF-2

RF-3

RF-3

RF-3

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

GL-3

CM-2

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

CM-4

CM-3

CM-4

GL-3

CM-2

ST-4

GL-4

GL-4

GL-4

GL-4

JR-1

100%

W N-4

W N-4

W N-4

W N-4

CL-1

100%

JR

-2

JR

-2

RF-2

RF-3

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

SW

-1100%

CM-1100%

RF-2

CM-14

RF-2

CM-14

PH

AS

E I

PH

AS

E

II

RF-2

CM-14

RF-2

CM-14

RF-2

CM-14

CM-13

GL-3

100%

JR-4

100%

(TYP.)

JR-4

100%

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-2

W

ES

T

EL

EV

AT

IO

N.

dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

WEST ELEVATION

A-202

1 SCALE: 3/16" = 1'-0"

WEST ELEVATION

THE PEEL RIVET (TPR) FASTENER

WITH 3" PLATE. CONTRACTOR TO

SUBMIT SIGNED AND SEALED

LAYOUT OF TPR FASTENERS

SBS/STP HYBRID TOPPING ROOFING

MEMBRANE (FULLY ADHERED)

SBS BASE ROOFING LAYER (FULLY ADHERED)

(E) 5 8" THICK CONCRETE PARGE

FLUSH WITH TOP OF EMBEDDED

STEEL RAFTER

DENSDECK UNDERLAYMENT

R-30 (2 LAYERS OF 2.6")

POLYISO INSULATION

VAPOR RETARDER

(E) EMBEDDED STEEL RAFTER TO

REMAIN (BEYOND HCT)

(E) HCT ASSEMBLY TO REMAIN

CEMENT BOARD UNDERLAYMENT

20 OZ. COPPER LEADER

6"

CONTINUOUS SOLDER

20 OZ. COPPER GUTTER LINING

W/ ROSIN AND #30 FELT

PREFABRICATED COPPER

DRAIN STRAINER

3/4"x10" MARINE GRADE

PLYWOOD AND BLOCKING

TO FRAME COPPER

GUTTER AS REQUIREDWHERE SEVERELY CORRODED,

REPLACE EXISTING EDGE CHANNEL AS

PER STRUCTURAL DWGS PRIME AND

PAINT STEEL. SHORE EDGE OF HOLLOW

CLAY TILE (HCT) SLAB PRIOR TO

REMOVAL OF EXISTING CHANNEL.

REFER TO STRUCTURAL DRAWINGS

SBS STRIPPING PLY (FULLY ADHERED)

SBS BASE & SBS/STP HYBRID TOPPING ROOFING

LAYERS (FULLY ADHERED). TOP LAYER W/

BROADCAST AGGREGATE (HIGH ALBEDO/WHITE)

DENSDECK UNDERLAYMENT

R-30 (2 LAYERS 2.6") POLYISO INSULATION. TAPER

INSULATION FROM 5.5" TO 2" FROM BUILDING PERIMETER

WALL TO GUTTER EDGE (+/- 4'-0")

DROP TUBE

SEE BLOWUP DETAIL ABOVE

6"

4'--0" SLOPED

NOTE: REFER TO STRUCTURAL

DRAWING FOR STRUCTURAL AND

MISCELLANEOUS METALS FRAMING

DETAILS

NEW PERIMETER BLOCKING

20 OZ. COPPER

GUTTER LINING

3"

20 OZ. CLEAT @ 12" O.C.

20 OZ. COPPER RECEIVER

S.S RIVET @ 12" O.C.

16 OZ. REMOVABLE

CAP FLASHING

EXST HCT

ASSEMBLY

TO REMAIN

COPPER CORNICE

2x DIMENSIONAL LUMBER

STRAP

CONTINUOUS

COPPER CAP

FLASHING

GUTTER STRAP

S.S. OR BRASS

MACHINE SCREW

2x2x1

4 GALV.

STEEL ANGLE

CONT. COPPER

CLEAT, OVERLAP 2"

AND SEAL W/BUTYL

SEALANT. NAILED

@4" O.C.

NOTE: REFER TO STRUCTURAL DRAWINGS AT THE END OF

THE SET FOR ALL COPPER FRAMING AND STRUCTURAL STEEL

20 OZ. COPPER

DOWNSPOUT LEADER.

REFER TO PHASE I DEDUCT

ALTERNATE - PROVIDE LCC

COPPER LEADERS (AS

VANDALIZM PREVENTION)

DOWNSPOUT HANGER TO MATCH

EXISTING DECORATIVE DETAILS

WHERE REMAINING

ELBOW OR SHOE

20 OZ. COPPER

DOWNSPOUT HANGER.

PROVIDE ONE AT TOP

AND BOTTOM, PLUS

ONE AT ANY

INTERMEDIATE JOINT

20 OZ. COPPER LEADER

HEAD. PROFILE TO

MATCH EXISTING

SCREEN

ELBOWS

GUTTER OUTLET

HEAVY DUTY COPPER

WIRE STRAINER 10 GA.

(MIN.) COPPER

ANCHOR THROUGH

ROOF (N) SUBSTRATE

BRASS STRAP

HANGER. TWISTED TO

PROVIDE WATER DRIP

20 OZ.

COPPER

GUTTER

NEW SPLASH BLOCK. INSTALL

DIRECTING WATER AWAY FROM

BUILDING

20 OZ. COPPER DOWNSPOUT

20 OZ. COPPER

DOWNSPOUT

HANGER

FASTENERS

- ANCHOR

THROUGH

MORTAR

JOINTS

SECTION THROUGH LEADER

INTERNAL FREE AREA > 7" SQ. IN.

4" BRASS BOLT W/ NUT

20 OZ. BRASS STRAP

AT 30" O.C.

BRASS BAR

4" MIN.

6" MIN.

20 OZ. COPPER BASE

FLASHING

20 OZ. COPPER

GUTTER END

20 OZ. COPPER FLASHING AT ROOF EDGE

CEMENT BOARD UNDERLAYMENT

4'-0"

2"

51 2"

SBS/STP HYBRID TOPPING ROOFING MEMBRANE W/

BROADCAST AGGREGATE (HIGH ALBEDO/WHITE)

SBS BASE ROOFING LAYER (FULLY ADHERED)

DENSDECK UNDERLAYMENT

R-30 (2 LAYERS 2.6") POLYISO INSULATION

VAPOR RETARDER

COLD, FLUID-APPLIED REINFORCED PMMA FLASHING

BLOCKING AS REQUIRED

2"

(E) HOLLOW CLAY TILE (HTC) PARGE TO

REMAIN

(E) HOLLOW CLAY TILE FLAT ARCH ROOF

STRUCTURE TO REMAIN

1"

LAP DOWN BASE LAYER 2"

PROVIDE METAL EDGE TO APPLY BASE LAYER TO

NOTE: REFER TO STRUCTURAL DRAWINGS AT THE END OF

THE SET FOR ALL COPPER FRAMING AND STRUCTURAL STEEL

SEE ADD-ALT-3 (PHASE II)

TO INSPECT, CLEAN, AND

SNAKE DRAINS.

CI-2

0%

ST

-4

PROVIDE ALLOWANCE (PHASE II)

TO REPAIR INTERIOR STUCCO

FINISHES WITHIN 3 WALLS OF ALL

LIGHTWELLS. SCOPE OF WALL

RECONSTRUCTION NOT

INCLUDED AND SHOULD BE

SUBJECT OF SPECIFIC SCOPE

AND INVESTIGATION

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-3

R

OO

F

DE

TA

ILS

A

ND

S

EC

TI

ON

.dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

ROOF DETAILS AND

SECTION

A-300

1 SCALE: 3" = 1'-0"

ROOF ASSEMBLY

4 SCALE: 3" = 1'-0"

ROOF EDGE AND GUTTER DETAIL3 SCALE: 3" = 1'-0"

LEADER DETAILS

2 SCALE: 3" = 1'-0"

EDGE TERMINATION AT N-S ROOF

5 SCALE: 3/8" = 1'-0"

BUILDING SECTION

A-300

S-301

A-307

A-402

A-402

A-402

S-300

1/8"x1" S.S. TERMINATION BAR. SECURE 6" O.C.

WITH 1/4"x2 1/4" S.S. MASONRY SCREWS

VA

R

IE

S

- 6 " M

IN

NOTES:

1. REPAIR ALL SPLIT CORNERS AND/OR SEAMS IN THE EXISTING THROUGHWALL FLASHING.

2. THIS DETAIL SHALL BE USED WHERE MEMBRANE FLASHING HEIGHT IS 6" MINIMUM. IF

FLASHING HEIGHT IS LESS THAN THE 6" MINIMUM, THE FLASHING SHALL BE REPLACED WITH

FLUID-REINFORCED FLASHING.

REFER TO TYPICAL ROOF ASSEMBLY AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION

EXISTING MASONRY

REPOINT MORTAR JOINTS FLUSH TO MASONRY PRIOR TO

FLASHING INSTALLATION.

NEW REGLET ABOVE NEW BASE FLASHING.

INSTALL LEAD WEDGES AT 8: O.C., BACKER

ROD AND SEALANT

NEW TWO PIECE 16 OZ. COPPER REMOVABLE

CAP FLASHING

LEAD WEDGE

SQUARE OR ROUND

EQUIPMENT SUPPORT,

SERVICE LINE, OR FLUE

STACK PENETRATION COLD, FLUID-APPLIED

REINFORCED PMMA

FLASHING

SEALANT

REFER TO TYPICAL ROOF ASSEMBLY AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION

NOTES:

1. THIS DETAIL SHALL BE USED FOR PIPES WITHIN 6" AND LESS TO WALLS,

ROOF EDGES, EQUIPMENT ETC. WHERE A SHEET METAL FLANGED SLEEVE

AND COLLAR CANNOT BE INSTALLED.

2. PREPARE EXISTING SURFACES AS REQUIRED TO "BRIGHT WHITE" FINISH

PRIOR TO LIQUID FLASHING INSTALLATION.

3. INSTALL ELASTOMERIC SEALANT AT TERMINATING EDGE OF CAP SHEET

AS REQUIRED BY MANUFACTURER.

4"8"

CHIMNEY COPING

S.S. 2x2x3

16 ANGLE

(WELD WATERTIGHT AT CORNERS)

S.S. FASTENER AT 8" O.C. OR 2 PER

SIDE MIN. (4 SIDES)

CLOSED S.S. RIVET (4" O.C.)

20 OZ. COPPER FLASHING

(SOLDER WATERTIGHT)

EXISTING PARGING TO REMAIN

4"

BUTYL SEALANT/TAPE

2-PC REMOVABLE CAP

FLASHING/RECEIVER

SEE 4/A-300 (SIM)

GUTTER LINER

4" GAP FOR

EXPANSION

SECTION B-B

EAVE/RAKE

CORNER FRAMING

2"

NEW 20 OZ. COPPER

CLEAT SOLDERED TO

EXPANSION JOINT CAP

IN LINE W/ LOCKING

FLANGE OF GUTTER

2" FLANGE

COPPER CAP OVER

EXPANSION JOINT

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

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THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

\20

.0x xx \20

.08

.0

- m cle vy ha ll ( jm j)\1 2 w je dr aw ing s\S he ets \A

-3

R

OO

F

DE

TA

ILS

.dw g

C op yri gh t 2

5.

A ll r igh ts re se rve d.

N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om

W iss

Ja nn ey

, E lst ne r A ss oc iat es

, In c.

(W

JE

W

JE

di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se

Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

ROOF DETAILS

A-301

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

RISING WALL FLASHING (RF-2)

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

PIPE PENETRATION FLASHING (RF-3)

3 SCALE: 3" = 1'-0"

CHIMNEY CAP SECTION DETAIL (CM-14)

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

TYPICAL RAISED BUILT-IN GUTTER EXPANSION JOINT AT WALL 5 SCALE: 1 1/2" = 1'-0"

TYPICAL EXPANSION JOINT CAP

±6 '-4

4"

±6 '-4

4"

1' -1

0"

4"

41 2"

3"

±5 .5

:1

.6 2°

TY

P.

1'-103

4"2'-0"EQ.EQ.2'-0"1'-103

4"SKYLIGHT

GUTTER

±1 3'

-6 1 2"

±12'-111 2"

OPENING @

MISSING

DRAIN &

LEADER

REMOVE EXISTING

SKYLIGHTS AND PREPARE

CURBS FOR INSTALLATION

OF NEW SKYLIGHT

ASSEMBLIES. EOR/AOR TO

OBSERVE THE CURBS

DURING DEMO. REPAIR

CURBS AS REQUIRED.

PROVIDE NEW BASE

FLASHING AT SKYLIGHT

CURBS AS DETAILED.

±2 '-3

4"

SKYLIGHT LEADER

2 1 2 "

2"

4"4"4" 4" 71 4" 4"4"

±1'-7" EQ.1 EQ.1 ±1'-7"EQ.1EQ.1

4"

±13'-61 2"

±2 '-3

1'-103

4" 2'-0" EQ. EQ. 2'-0" 1'-103

4"31 4" 3" 31

4"3"

±12'-111 2"

2"41

2" 3'-41 4"

11 2"

2"3'-41

4"41 2"3'-41

4"

1' -1

11 2"

1' -4

1 4"

COPPER CLAD

'T'-BAR SKYLIGHT

EXISTING TEXTURED

WIRE GLAZING

COPPER STRAPS

SOLDERED

GUTTER W/FAILED

WATERPROOFING

EXISTING PIVOT

WINDOWS

ROOFING OVER

EXISTING CURB

o

NOTES:

1. INCLUDE FLASHING FOR SKYLIGHTS TO TRANSITION TO CURB. REFER TO

DETAIL 2/A-303.

2. SKYLIGHT FABRICATOR TO PROVIDE PROFESSIONAL ENGINEER STAMPED

CALCULATIONS AND STAMPED SHOP DRAWINGS FOR WJE'S REVIEW.

3. INCLUDE AN AAMA 501.2 HOSE TEST FOR EACH SKYLIGHT.

4. PROVIDE 10 YEARS WARRANTY

5. FINISH FOR EITHER INTERIOR OR EXTERIOR VISIBILY EXPOSED ALUMINUM TO

BE TWO-COAT FLUOROPOLYMER IN COLOR TO APPROXIMATE COPPER PATINA

TO BE SELECTED BY ARCHITECT OF RECORD.

6. CONTRACTOR TO CONFIRM FIELD DIMENSIONS

±5 .5

:1

.6 2°

TY

P.

2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

12'-21 2"

8"

8"

6' -2

1 4" 6'

-2 1 4"

'-4

1 4"

PROVIDE ALUMINUM

SKYLIGHT FRAME,

PRESSURE EQUALIZED W/

A WET ZONE DRAINING TO

THE EXTERIOR.

RECTANGULAR EXTRUDED

ALUMINUM PROFILE IS

2-3/8" WIDE (TYP. U.O.N.)

SKYLIGHT GLAZING IS 1"

IGU (1/4" CLEAR HEAT

STRENGTHENED GLASS

W/ LOW-E COATING ON

THE #2 SURFACE + 1/2"

ARGON + 1/4" CLEAR HEAT

STRENGTHENED+ 0.060"

CLEAR PVB + 1/4" CLEAR

HEAT STRENGTHENED

GLASS (TYP.)

o 12'-41

4"

2"

1'-93 4"

2"

1'-93 4"

8"

1'-93 4"

2"

1'-93 4"

2"

1'-93 4"

2"

1'-93 4"

8"

8"

2' -0

4"

1' -0

1 2" o 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"12'-21

2"

1'-93 4" 1'-93

4" 1'-93 4" 1'-93

4" 1'-93 4" 1'-93

4"

1 4"

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

Client

Consultants

2"1"1/2"0

THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

Pl ott ed : 5

/5/

6:

P

M by

S try ke r, Sa ra h F ile N am e:

n:\

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Sheet No.

Sheet Title

Scale

Checked

Drawn

Date

Project No.

DateMark Description

Project

F

E

D

C

B

A

F

E

D

C

B

A

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502 Shelton, Connecticut 06484

180 State Street Bridgeport, CT 06604

Office of Planning and Public Development

RS/AY/DB

05/02/2025

As Noted

JL/MKH/RC

SKYLIGHT DETAILS

A-302

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

SKYLIGHT EXISTING - PLAN 2 SCALE: 1/2" = 1'-0"

SKYLIGHT EXISTING - FRONT ELEVATION 3 SCALE: 1/2" = 1'-0"

SKYLIGHT EXISTING - SIDE ELEVATION

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

SKYLIGHT PROPOSED - PLAN 5 SCALE: 1/2" = 1'-0"

SKYLIGHT PROPOSED - FRONT ELEVATION 6 SCALE: 1/2" = 1'-0"

SKYLIGHT PROPOSED - SIDE ELEVATION

A-303

A-303

SKYLIGHT DETAIL A

2"2"

8" THICK PLAIN GLASS

BAR CAP AND FASTENERS

20 OZ COPPER RIDGE FORMED TO

CREATE SEAT FOR BAR MULLION

GLASS PER DETAIL A

BAR MULLION PER DETAIL A

COPPER CLAD WOOD BLOCKING

REMOVE INTERIOR

PLASTER FINISH AS

REQ'D FOR SKYLIGHT

REPLACEMENT.

REPLACE LATH AND

PLASTER TO MATCH

EXISTING. FINISH FLUSH

AND PAINT TO MATCH

ADJACENT SURFACE

EXISTING HOLLOW

TERRA COTTA BLOCK

(SUBSTRATE TO BE

CONFIRMED IN FIELD)

SILICONE GLAZING COMPOUND

20 OZ COPPER CAP (TYP)

BRASS MACHINE SCREW & NUT WITH

GASKETS AT BOTH SIDES @8" O.C. MAX

(2 SCREWS MIN. PER BAR MULLION, TYP)

SET GLASS INTO GLAZING TAPE

20 OZ COPPER BAR MULLION (TYP)

20 OZ COPPER BAR MULLION

CONDENSATE GUTTER CLIP (TYP)

20 OZ COPPER FLASHING

LIQUID APPLIED FLASHING

CONTINUOUS STRIP OF REINFORCING FLASHING

FELT LAYER

EXST 5 8" THICK CONCRETE

PARGE FLUSH WITH TOP OF

EMBEDDED STEEL RAFTER

ASPHALT BUILT-UP ROOFING

2"2"

SNAP ON EXTRUDED ALUMINUM BAR CAP

EXTRUDED ALUMINUM COPPER

RIDGE

IGU PER DETAIL A

BAR MULLION PER DETAIL B

EXTRUDED ALUMINUM SECTION

1" FIXED IGU UNIT

ADD WOOD BLOCKING ANCHORED TO

HCTSTRATE OR BUILT UP CURB W/

HCT BLOCKS TO INCREASE CURB

HEIGHT TO ACCOMODATE ADDITION

OF 5.5" OF ROOF INSULATION.

A/E TO REVIEW (E) CURB…