Attachment B- Persen House Exterior Restoration Drawings.pdf

PDF 5 MB Posted Oct 15, 2026

Attached to: PERSEN HOUSE EXTERIOR RESTORATION PROJECT
Solicitation number: 2139907
Issued by: Ulster County, New York

About this file

Written by GovTribe AI · Oct 22, 2026

This file comprises the architectural and engineering bid documents for the Exterior Restoration of the Matthewis Persen House, a National Register-listed historic property located at 74 John Street, Kingston, New York 12401, prepared by Thaler Reilly Wilson Architecture & Preservation, LLP in coordination with civil engineers Brinnier and Larios, P.C. The project scope encompasses comprehensive exterior restoration work including roof replacement with cedar shingles and metal roofing systems, masonry repairs and repointing, stone and brick replacement, dutchman repairs to rotted wood elements, restoration of five chimneys, window and door restoration, gutter relining and replacement, downspout replacement with heat trace capability, and modifications to exterior sidewalks and drainage patterns. The restoration must comply with the Secretary of the Interior's Standards for the Treatment of Historic Properties and all applicable provisions of the 2025 Building Code of New York State. Specific work quantities include approximately 2,158 square feet of cedar shingle roofing areas, 730 square feet of flat seam sheet metal roofing with integrated gutters, and 1,867 square feet of standing seam metal roofing; masonry repair quantities include approximately 50 square feet of brick repointing on the west facade, 25 square feet on the south facade, and miscellaneous stone spot repointing throughout. The bid documents include two alternates: Alternate #1 provides underground drainage improvements with salvaged bluestone sidewalk relaying, perforated foundation drains, and a dry well system; Alternate #2 provides lime-wash coating to stone walls at all building sides totaling approximately 1,575 square feet.

The contract documents specify that all work must be performed by New York State-licensed contractors in compliance with OSHA requirements and applicable insurance provisions; contractor shall obtain a certificate of insurance prior to work commencement and coordinate construction schedules with other contractors as required by the Ulster County Department of Public Works. The site encompasses the historic masonry structure with multiple entry points including doors at the John Street and Crown Street facades, basement access via bulkhead, and existing roof drainage systems requiring complete reconfiguration. The project site includes provision for temporary construction fencing, contractor parking in the public lot (four spaces reserved), staging areas limited to surface loading without grade disturbance, and coordination with an archeological monitor for ground-disturbing work in archaeologically sensitive areas. No known hazardous materials are reported at the site, though contractors must immediately cease work and notify authorities if hazardous materials are encountered. The contract documents indicate that Milcon Construction Corp. was awarded an identical or substantially similar procurement contract within the past five years; specific pricing, contract award dates, and final contract term details are not included in these bid documents.

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Other files

File	Type	Posted
Attachment H - Bidder Qualification Form for Historic Treatment Work.pdf	PDF	Oct 15, 2026
Attachment D - Limited Asbestos Renovation Survey Report (Persen House Roof).pdf	PDF	Oct 15, 2026
Attachment E - Kingston Noise Permit.pdf	PDF	Oct 15, 2026
Attachment A1 - Agency Specific Terms and Conditions.pdf	PDF	Oct 15, 2026
Attachment C- Limited Asbestos Renovation Survey Report (Persen House Interior).pdf	PDF	Oct 15, 2026
Attachment A - Persen House Project Manual.pdf	PDF	Oct 15, 2026
Attachment A2 - Program Specific Terms and Conditions EPF.pdf	PDF	Oct 15, 2026
Attachment G -Archeological Monitoring Plan.pdf	PDF	Oct 15, 2026
RFB-UC26-148C OriginalWageSchedule.pdf	PDF	Oct 15, 2026
Attachment F - Kingston Sidewalk Closure Permit.pdf	PDF	Oct 15, 2026
Appendix A - Standard Clauses for NYS Contracts.pdf	PDF	Oct 15, 2026
RFB-UC26-148C PERSEN HOUSE RESTORATION PROJECT final.pdf	PDF	Oct 15, 2026

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P re se rv at io n, L

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Al ba ny

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co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

G001

25-017

JUNE 10, 2026

O F

T, K

N, N

BID DOCUMENTS

ARCHITECT

GENERAL

G001 COVER SHEET

G002 NOTES, SYMBOLS & ABBREVIATIONS

CIVIL

C001 ALTERNATE 1 - STORMWATER DRAINAGE

IMPROVEMENTS

C101 SITE PLAN

C102 SITE CIVIL DETAILS

ARCHITECTURAL

A101 BASEMENT PLAN AND DETAILS

A102 ROOF PLAN

A201 NORTH AND WEST ELEVATIONS

A202 SOUTH AND EAST ELEVATIONS

A501 EXTERIOR DETAILS

A502 CHIMNEY AND FLASHING DETAILS

A503 ROOF TYPES AND RIDGE DETAILS

A504 VALLEY AND TRANSITION DETAILS

A505 FASCIA AND GUTTER DETAILS

A601 DOOR RESTORATION DETAILS

A602 WINDOW RESTORATION SCHEDULE AND DETAILS

A701 EXISTING CONDITIONS PHOTOS

DRAWING LIST

SITE/LOCATION PLAN N

Thaler Reilly Wilson Architecture & Preservation, LLP 25 Monroe Street, Suite 202 Albany, NY 12210 trw-arch.com 518.375.1485

EXTERIOR RESTORATION OF THE MATTHEWIS PERSEN HOUSE

74 JOHN STREET, KINGSTON, NY 12401

BID DOCUMENTS

PROJECT NO. 25-017

ULSTER COUNTY

PROJECT SITE

NORTHWEST CORNER OF STRUCTURE - JOHN AND CROWN STREETSSOUTHEAST OF STRUCTURE

CIVIL ENGINEER

BRINNIER AND LARIOS, P.C.

PROFESSIONAL ENGINEERS & LAND SURVEYORS

67 MAIDEN LANE

KINGSTON, NEW YORK 12401

(845) 338-7622 slane Stamp

UNDISTURBED EARTH

DRAINABLE FILL

GRANULAR

FILL (GRAVEL)

BRICK MASONRY

CONCRETE

CONCRETE MASONRY

UNITS (CMU)

GYPSUM BOARD,

GROUT, MORTAR,

PLASTER OR STUCCO

CONTINUOUS

WOOD FRAMING

WOOD BLOCKING

HARDWOOD

PLYWOOD

FIBERGLASS

BATT INSULATION

RIGID INSULATION OR

COVERBOARD

STEEL

STONE (CUT OR CAST)

ALUMINUM

SOLID SURFACE, MDF, MDO

OR PARTICLE BOARD

EXISTING CONSTRUCTION

DETAIL MARKER

CALLOUT

ELEVATION MARKER

SECTION MARKER

DRAWING TITLE

WALL TYPE

ROOM FINISH

MILLWORK FINISH

DATUM

JOIST LAYOUT

LEGEND

EXISTING WALL/PARTITION

CONSTRUCTION AS INDICATED

BY WALL TYPE

EXISTING TO BE REMOVED

PROVIDE WALL/PARTITION

AS INDICATED BY WALL/PARTITION TYPE,

REFER TO CONSTRUCTION FLOOR PLANS

DRAWING SHEET NUMBER

DETAIL NUMBER

(LOCATION ON DRAWING SHEET)

DIRECTION OF VIEW

DRAWING SHEET NUMBER

DETAIL NUMBER

(LOCATION ON DRAWING SHEET)

SCOPE BOUNDARY OF DETAIL

DRAWING SHEET NUMBER

DETAIL NUMBER

(LOCATION ON DRAWING

SHEET)

DRAWING SHEET NUMBER

SECTION NUMBER

(LOCATION ON DRAWING SHEET)

DIRECTION OF VIEW

HEIGHT (IF NOT TO

DECK) ABOVE

FIRE RATING

(IF APPLICABLE)

WALL TYPE NUMBER

ROOM NUMBER

WALL TREATMENT

WAINSCOT

TREATMENT

FLOORING

WALL BASESEA LEVEL

(IF AVAILABLE)

DIRECTION JOISTS

JOIST SIZE JOIST SPACING

2 x 8 at 16" OC CT E C

WC WD1

PL1

SS2

PL2

WALL CABINET

COUNTERTOP

TALL OR BASE CABINET

COUNTERTOP EDGE

MATERIAL

FINISH

A1 A201

EXTERIOR ELEVATION NUMBER

A251

A3 A5

PHOTO ELEVATION NUMBER

DRAWING SHEET NUMBER

DIRECTION OF VIEW

ROOM NAME

W1 WC1

CPT B1

#5'-6"

1 HR

A1 A551

A1 A501

A1 A301A1

A104

FLOOR LEVEL NAME

ELEVATION (IN FEET)

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co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

G002

25-017

JUNE 10, 2026

TRW

O F

T, K

N, N

S, S

BID DOCUMENTS

Checker

ABBREVIATIONS

DRAWING ORGANIZATION

GENERAL NOTES

G002 SERIES ARCHITECTURAL SYMBOLS, ABBREVIATIONS, BUILDING CODE,

WALL/PARTITION TYPES, GENERAL NOTES, KEYED NOTES

A100 SERIES FLOOR PLANS, ROOF PLANS

A601 SERIES DOOR AND WINDOW DETAILS

A201 SERIES EXTERIOR ELEVATIONS

A401 SERIES ENLARGED PLANS, ELEVATIONS, STAIR SECTIONS

A501 SERIES EXTERIOR DETAILS

A301 SERIES BUILDING SECTIONS

A701 SERIES PHOTO SHEETS

AR00 SERIES REMOVAL PLANS

A151 SERIES REFLECTED CEILING PLANS

A251 SERIES INTERIOR ELEVATIONS

A551 SERIES INTERIOR DETAILS

SHEET TYPE

SHEET SEQUENCE

SHEET DESCRIPTION

DISCIPLINE PREFIX

A801 SERIES ARCHITECTURAL FINISHES

ROOM TAG

DOOR TAG

COLUMN GRID

LOUVER TAG

WINDOW TAG

KEYED NOTE:

CONSTRUCTION EXISTING GRID PREFIX

KEYED NOTE:

REMOVALS

ADDENDUM

INDICATOR

ROOF PITCH

SLOPE

KEY PLAN

ELEVATION MARKER

STAIR/RAMP

DIRECTIONUP

10.

11.

12.

THESE GENERAL NOTES ARE APPLICABLE TO ALL DRAWINGS IN THIS SET OF CONTRACT

DOCUMENTS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR THESE DRAWINGS

TO BE MODIFIED EXCEPT BY A NEW YORK STATE-LICENSED ARCHITECT OR ENGINEER.

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY DEVIATIONS

BETWEEN EXISTING CONDITIONS AND INFORMATION INDICATED IN THE CONTRACT

DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF AND RECONCILED WITH THE

ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. DRAWINGS MUST NOT BE SCALED;

WRITTEN DIMENSIONS ON THE DRAWINGS TAKE PRECEDENCE.

DRAWINGS ARE ISSUED FOR DESIGN INTENT ONLY. THEY ARE NOT INTENDED TO ILLUSTRATE

ALL ASPECTS OF THE WORK CONTRACTUALLY REQUIRED TO EXECUTE THE PROJECT. THEY

DO NOT INCLUDE NECESSARY REQUIREMENTS FOR OSHA OR OTHER CONSTRUCTION SAFETY

COMPLIANCE. NYS LABOR AND INSURANCE REQUIREMENTS ARE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

CONTRACTOR SHALL PROVIDE A CERTIFICATE OF INSURANCE TO THE SATISFACTION OF THE

OWNER'S INSURANCE CARRIER BEFORE WORK COMMENCES.

ALL WORK IS TO COMPLY WITH THE REQUIREMENTS OF THE 2025 BUILDING CODE OF NEW

YORK STATE AND ASSOCIATED FAMILY OF CODES; THE AMERICANS WITH DISABILITIES ACT;

AND ALL LOCAL CODES. NO WORK SHALL BEGIN PRIOR TO THE ISSUANCE OF A BUILDING

PERMIT BY THE AUTHORITY HAVING JURISDICTION AND AUTHORIZED CODE ENFORCEMENT

OFFICIAL.

ALL WORK SHALL BE COMPLETED IN A TIMELY AND PROFESSIONAL MANNER. THE WORKSITE

SHALL BE KEPT CLEAN TO THE SATISFACTION OF THE OWNER.

REMOVE & SALVAGE OR REMOVE & DISPOSE AS INDICATED IN THESE DRAWINGS. PROTECT IN

PLACE ALL EXISTING ITEMS TO REMAIN.

THERE ARE NO KNOWN HAZARDOUS MATERIALS LOCATED AT THE PROJECT SITE. ANY

HAZARDOUS MATERIALS ENCOUNTERED SHALL BE REMOVED AND DISPOSED OF BY QUALIFIED

PERSONNEL IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS RELATING TO

SUCH MATERIALS. IF THE CONTRACTOR ENCOUNTERS HAZARDOUS MATERIALS NOT

PREVIOUSLY INDICATED, CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE

OWNER AND AUTHORITIES AS REQUIRED BY LAW.

TAKE ALL PRECAUTIONS TO STABILIZE AND PREPARE THE EXISTING BUILDING FOR NEW WORK.

CONTRACTOR SHALL AVOID DAMAGE TO EXISTING CONSTRUCTION AND OVERALL HISTORIC

INTEGRITY OF THE BUILDING COMPONENTS TO BE RENOVATED.

ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS

RECOMMENDATIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED ON

THE DRAWINGS, OR AS REQUIRED BY CODE.

UNLESS OTHERWISE INDICATED, DIMENSIONS OF NEW WORK ARE TAKEN FROM INTENDED

FACE OF NEW ELEMENTS; DIMENSIONS OF EXISTING FRAMING, SIDING, CONCRETE, ETC. ARE

AS INDICATED.

IF REQUIRED BY THE OWNER, CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION

SCHEDULE WITH OTHER CONTRACTORS RETAINED BY THE OWNER.

AAF ABOVE ACCESS FLOOR

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AS ABOVE SLAB

B/C BOTTOM OF CURB

BLDG BUILDING

BOT BOTTOM

CB CATCH BASIN

CTR CENTER

CF CUBIC FOOT

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLR CLEAR(ANCE)

CMU CONCRETE

MASONRY UNIT

CONF CONFERENCE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CY CUBIC YARD

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DO DOOR OPENING

DW DISHWASHER

EJ EXPANSION JOINT

ELEV ELEVATOR

EQ EQUAL

EXT EXTERIOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FL FLOOR

FT FEET, FOOT

GALV GALVANIZED

GWB GYPSUM WALL BOARD

HDG HOT-DIPPED GALVANIZED

HM HOLLOW METAL

HVAC HEATING, VENTILATION,

AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INT INTERIOR

JC JANITOR'S CLOSET

LAB LABORATORY

LB POUND(S)

LF LINEAR FEET

MAX MAXIMUM

MDF MEDIUM DENSITY

FIBERBOARD

MDO MEDIUM DENSITY

OVERLAY BOARD

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

PSF POUNDS PER

SQUARE FOOT

PSI POUNDS PER

SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

QTY QUANTITY

A500 SERIES WALL AND ROOF TYPES

THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC (E.G., ARCHITECTURAL,

ENGINEERING, ARTISTIC) SIGNIFICANCE AND IS LISTED IN THE NATIONAL REGISTER OF HISTORIC

PLACES. THE CONTRACTOR SHALL RECOGNIZE THAT ALL ASPECTS OF THE PROPERTY MAY

POTENTIALLY CONTRIBUTE TO THE SIGNIFICANCE AND THE CONTRACTOR SHALL NOT JUDGE THE RELATIVE SIGNIFICANCE OF ANY FEATURES NOR THE IMPACT OF ANY OR ALL PROPOSED WORK; THIS RESPONSIBILITY SHALL REST SOLELY WITH THE ARCHITECT. CONSEQUENTLY, NO DEVIATIONS FROM

THE CONTRACT DOCUMENTS SHALL BE PERFORMED. ALL WORK SHALL BE CONSISTENT WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

RXX

W202

101.1

RM #

ROOM NAME

500 SF 1

ExA

6/12

HISTORIC BUILDING STATEMENT

101.1 FINISH TAGPARTITION TAGX

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE(D,MENT)

REQD REQUIRED

RO ROUGH OPENING

SF SQUARE FOOT

SIM SIMILAR

SS STAINLESS STEEL

STOR STORAGE

T&G TONGUE AND GROOVE

TEL TELEPHONE

TO TOP OF

TV TELEVISION

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

VCT VINYL COMPOSITION TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

W/D WASHER/DRYER

WC WATER CLOSET

WO WINDOW OPENING

WWF WELDED WIRE FABRIC

ALTERNATE #1 - UNDERGROUND DRAINAGE

BASE BID:

REPLACE BLUESTONE PAVERS IN AREAS INDICATED WITH CUSTOM FABRICATE STONE PAVERS. RELAY AREA OF BLUESTONE WALK AS INDICATED TO PROVIDE POSITIVE PITCH AWAY FROM DOORWAY.

ALTERNATE 1:

1. SALVAGE BLUESTONE SIDEWALK ALONG JOHN STREET FACADE.

2. PROVIDE PARGING AND WATERPROOFING 24" BELOW GRADE ON THE JOHN STREET FACADE.

3. PROVIDE 4" DIAMETER PERFORATED FOUNDATION DRAINS AND 6" DIAMETER PVC EXTERIOR DRAIN FOR THE DOWNSPOUTS ALONG JOHN ST.

4. CONNECT FOUNDATION AND STORMWATER DRAINS BACK TO STREET BASIN.

5. PROVIDE CAST IRON DOWNSPOUT BOOTS FOR JOHN STREET DOWNSPOUTS.

6. REINSTALL SALVAGED SIDEWALK PAVERS OVER NEW COMPACTED GRAVEL WITH POSITIVE PITCH.

7. REMOVE OF CAST IRON STORM DRAINAGE PIPING IN THE BASEMENT SPACE AND PATCH PENETRATIONS.

ALTERNATE #2 - LIMEWASH

BASE BID:

NO WORK

ALTERNATE 2:

1. PROVIDE LIMEWASH COATING TO STONE WALLS (NOT BRICK) AT ALL SIDES OF THE BUILDING.

ADD ALTERNATES

FEET

0 10 20

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CROWN STREET

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EXIST. CATCH BASIN RIM EL. 184.00

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JOHN STREET

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MANHOLE RIM 183.27

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MANHOLE RIM 183.23

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CATCH BASIN RIM 183.55

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MANHOLE RIM 183.08

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CATCH BASIN RIM 183.28

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BRICK WALL

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GATE

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SIDEWALK

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CURB

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PERSEN HOUSE

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CURB

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EXIST. 12" CMP

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GINGKO TREE

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GINGKO TREE

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BLUESTONE SIDEWALK

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BLUESTONE SIDEWALK

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COBBLE

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COBBLE

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STEPS

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LIGHT POST

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HORSE POST

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HORSE POST

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HORSE POST

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LIGHT POST

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STEPS

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ENTRANCE

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LIGHT POST

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CURB

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LIGHT POST

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ROOF DRAIN

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ROOF DRAIN

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ROOF DRAIN

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ROOF DRAIN

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ROOF DRAIN

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ROOF DRAIN TO SIDEWALK

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ROOF DRAIN TO SIDEWALK

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ROOF DRAIN TO SIDEWALK

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ROOF DRAIN TO SIDEWALK

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ROOF DRAIN

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ENTRANCE

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ENTRANCE

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ENTRANCE

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ENTRANCE

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ROOF DRAIN

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ROOF DRAIN

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SMALL CB

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SMALL CB

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COBBLE

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COBBLE

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COBBLE

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EXISTING CATCH BASINS AND PIPING TO BE REMOVED

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PROPOSED 18LF±6" PVC @ 1.0%

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PROPOSED 12LF±6" PVC @ 1.0%

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PROPOSED 32LF±6" PVC @ 1.0%

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PROPOSED 4'-0" DIAMETER DRY WELL

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PROPOSED 4'-0" DIAMETER DRY WELL

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PROPOSED 18LF±6" PVC @ 1.0%

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PROPOSED 20LF±6" PVC @ 1.0%

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PROPOSED 12LF±6" PVC @ 1.0%

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PROPOSED 6LF±6" PVC @ 1.0%

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PROPOSED 1'X1' CATCH BASIN

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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LEGEND

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CONTOURS (MINOR)

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CONTOURS (MAJOR)

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STORMWATER CULVERT

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CATCH BASIN

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STORMWATER MANHOLE

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LIMIT OF SITE DISTURBANCE

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CONCRETE

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STEEL

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ENTRAINED AIR

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MANUFACTURER

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4,000 P.S.I. @ 28 DAYS

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ASTM A615-A497

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5%%% MINIMUM

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AASHTO H-20

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FORT MILLER CO., INC OR EQUAL.

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GROUT TO RISER BRICK

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6" PERFORATED PIPE

AutoCAD SHX Text MEDIUM DUTY MANHOLE FRAME & GRATE, CAT. NO. R-1792-FG BY NEENAH FOUNDRY CO. OR EQUAL.

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BLACKTOP COURSES -SEE DETAIL

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RISER BRICK(S) 1 COURSE MIN.

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#3 CRUSHED STONE - AROUND ENTIRE DRY WELL

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MIRAFI 140 NL NON-WOVEN GEOTEXTILE OR APPROVED EQUAL

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1'-0" #3 CRUSHED STONE

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BEDDING SHALL BE 6" CEMENT STABILIZED

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SAND OR SELECT MATERIAL.

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%%UNOTES :

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11" DIA. THIN-WALL KNOCKOUTS TYPICAL ON ALL FOUR WALLS

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4" TOP SOIL

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PROPOSED 6" (SDR-35)STORM SEWER PIPE

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PROPOSED ITEM NO.4 PLACED IN 8" LIFTS (MAX.) AND COMPACTED

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COMPACTED FILL MATERIAL (RE-USE IN-SITU MATERIAL)

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SEED AND MULCH

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PIPELINE DETECTABLE TAPE

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STORMWATER DRAINAGE IMPROVEMENTS

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AS SHOWN

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SHEET NO.

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RJS

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MAY 2026

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DWG

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DATE

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CHK

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ULSTER COUNTY

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CITY OF KINGSTON

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DATE REVISION RECORD

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NEW YORK

AutoCAD SHX Text NOTE: The location of existing underground utilities are shown in an approximate way only and have not been independently verified by the owner or its representative. The contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might be occasioned by the contractor's failure to exactly locate and preserve any and all underground utilities.

AutoCAD SHX Text BRINNIER & LARIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, N.Y. Phone: 845-338-7622 Fax: 845-338-7660

AutoCAD SHX Text Unauthorized alteration or addition to a plan bearing a licensed engineer's seal is a violation of section 7209, subdivision 2, of the New York State Education Law.

AutoCAD SHX Text

SCALE 1" = 2000'

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LOCATION MAP

AutoCAD SHX Text

PROPOSED DRAINAGE IMPROVEMENTS SCALE: 1" = 10'

AutoCAD SHX Text

DML

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STORM WATER DRAINAGE IMPROVEMENTS PERSEN HOUSE

AutoCAD SHX Text

4' STORM WATER DRY WELL DETAILNOT TO SCALE

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4' DRY WELL INSTALLATION DETAILNOT TO SCALE

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NOTE: PVC PIPE TO BE SDR-35

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6/4/26 NOTES

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ALTERNATE 1:

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1' X 1' CATCH BASIN DETAIL NOT TO SCALE

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TRENCH IN LAWN AREA DETAIL NOT TO SCALE

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6/10/26 DETAILS

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6/11/26 LIMIT OF DISTURBANCE

(4) PARKING SPACES AVAILABLE TO BE

RESERVED IN PUBLIC PARKING LOT FOR

CONTRACTOR. COORDINATE LOCATION WITH

COUNTY OF ULSTER.

8' CHAIN-LINK CONSTRUCTION FENCING, TYP.

8' GATE, CONTRACTOR ENTRANCE.

PORTABLE TOILET

STAGING AREA ACCESS GATE

FIRE LANE

EXISTING PARKING LOT ACCESS GATE

(OPEN TO PUBLIC), ENTER ONLY

DECORATIVE LIGHT POLE, TYP. PROTECT IN PLACE.

EXISTING ELECTRICAL EQUIPMENT ON PAD

EXISTING BRICK WALL

EXISTING BLUESTONE SIDEWALK AND CURB TO REMAIN, PROTECT IN PLACE.

EXISTING CATCH BASIN TO REMAIN, TYP.

UTILITY MAN HOLE

EXISTING HISTORIC MARKER

SIGN TO REMAIN, PROTECT IN

PLACE.

TREE IN WELL, TYP. PROTECT

IN PLACE.

DECORATIVE BOLLARD.

PROTECT IN PLACE.

BLUESTONE STEPS WITH

LIMESTONE CHEEK WALLS.

PROTECT IN PLACE.

DECORATIVE LIGHT POLE, TYP.

PROTECT IN PLACE.

3'- 0"

PROVIDE "SIDEWALK CLOSED" SIGN

"SIDEWALK CLOSED" SIGN

PROVIDE PROJECT SIGN

COBBLE STONE WASH,

PROTECT IN PLACE

STAGING AREA

EXISTING ELECTRICAL METER

EXISTING 8"x8" LANDSCAPE DRAINS TO BE

REMOVED (2 LOCATIONS)

EXISTING COURTHOUSE DUMPSTER AND FENCE

ROOF LEADER, TYP.

EXISTING BLUESTONE

SIDEWALK TO BE RESET/

REPITCHED.

GENERAL SITE NOTES:

1. MAINTAIN AND PROTECT PEDESTRIAN SIDEWALKS FOR THE DURATION OF PROJECT.

2. COORDINATE SITE WORK WITH OWNER'S ARCHEOLOGICAL MONITOR WHERE DISTURBING SOIL THAT HAS NOT BEEN PREVIOUSLY TESTED. ARCHEOLOGICAL MONITOR WILL OBSERVE GROUND-DISTURBING SITE WORK AT ARCHEOLOGICALLY SENSITIVE AREAS. IF RESOURCES ARE DISCOVERED WHILE ARCHEOLOGICAL MONITOR IS

ABSENT, STOP WORK IMMEDIATELY AND REPORT THE DISCOVERY TO OWNER.

3. RESTORE DISTURBED AREAS OF LAWN, BLUESTONE SIDEWALK AND CURB, OR ASPHALT SURFACES UPON

COMPLETION OF WORK.

4. MAINTAIN CONSTRUCTION FENCING AND BUILDING PROTECTIONS FOR THE DURATION OF THE PROJECT.

5. THE MUSEUM WILL BE CLOSED FOR THE DURATION OF THE PROJECT AND WILL NOT BE ACCESSED BY THE PUBLIC.

INTERPRETIVE MUSEUM SIGN,

PROTECT IN PLACE.

STEEL GRATE OVER

BASEMENT WINDOW WELL.

REMOVE SURFACE RUST,

PREP, AND PAINT, TYP. (2)

LOCATIONS AT EAST WALL.

4'-0"

METERED PUBLIC STREET PARKING.

CROWN STREET

ONE WAY TRAFFIC

SITE PHOTO SP01

WINDOW WELL WITH STEEL GRATE TO BE RESTORED.

SITE PHOTO - SP02

CONDITION OF JOHN STREET SIDEWALK AND LEADERS.

SITE PHOTO - SP03

CONDITION OF CROWN STREET SIDEWALK AND STOOP.

SITE PHOTO - SP04

BASEMENT BULKHEAD AND GRADING CONDITION.

74 JOHN STREET

THE MATTHEWIS PERSEN HOUSE

'-0

50'-0"

FIRE HYDRANT

C102 A1

TREE, PROTECT IN PLACE

DECORATIVE BOLLARD.

PROTECT IN PLACE.

DECORATIVE LIGHT POLE, TYP.

PROTECT IN PLACE.

EXISTING BULKHEAD DOOR TO BASEMENT

UNIT 1 (2000)

STAGING AREA SHALL CONSIST OF SURFACE

LOADING ONLY, NO DISTURBANCE OF GRADE OR

EXCAVATION PERMITTED.

UNIT 14

2004 ARCHEOLOGY "SHOVEL

TESTS" (3) LOCATIONS,

JOSEPH E DIAMOND.

ARCHEOLOGY UNITS (2)

LOCATIONS, COMPLETED IN

2000 BY JOSEPH E DIAMOND.

ALTERNATE #1: NEW 4' DIA DRYWELL AND

UNDERGROUND DRAINAGE PIPE, REFER TO

CIVIL DRAWING "ALTERNATE 1: STORM

WATER DRAINAGE IMPROVEMENTS".

ALTERNATE #1: NEW 4' DIA DRYWELL AND

UNDERGROUND DRAINAGE PIPE, REFER TO

CIVIL DRAWING "ALTERNATE 1: STORM

WATER DRAINAGE IMPROVEMENTS".

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1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

C101

25-017

JUNE 10, 2026

O F

T, K

N, N

BID DOCUMENTS

1/8" = 1'-0"C101

A1 SITE PLAN

0' 16'8'4'2'

SP03

SP01

SP04

8'- 0"

2" MA

2 1/2" O.D. CORNER AND

END POSTS (TYP.)

2" MESH, 9 GAUGE WIRE MESH WITH PVC

OR MESH AND WIND PORTS.

3/8" TRUSS ROD, BRACE ON

BOTH SIDES OF ALL TERMINAL POSTS

CONTINUOUS TOP RAIL,

#9 GAUGE BRACE @ 24"

2" O.D. LINE POSTS (TYP.)

2 1/2" DIA. POST, FIRST

POST FROM

CORNER OR ENDS

(TYP.)

1/4" THICK BY 3/4" WIDE TENSION

BARS AT CORNER/END POSTS (TYP.)

1 5/8" O.D. BRACE RAIL AT

CORNER/END SECTIONS

#7 GAUGE COILED TENSION WIRE, TIE WITH

HOG RINGS @ 24" O.C.

GRADE

1" O.D. INTERIOR AND

PERIMETER STEEL

FRAMING

2" MESH, 9 GAUGE WIRE MESH

W/ PVC OR MESH AND WIND

PORTS.

4" O.D. GATE POSTS

2" O.D. GATE FRAME (TYP.)

GRADE

CONSTRUCTION FENCE

CONSTRUCTION GATE

CONSTRUCTION FENCING NOTES:

X.2"

10'-0" O.C. MAX.

1. MAINTAIN INTEGRITY OF CONSTRUCTION FENCE FOR THE DURATION OF THE

PROJECT.

2. PROVIDE CONSTRUCTION FENCING AND LOGISTICS PLAN FOR APPROVAL PRIOR

TO INSTALLATION.

3. MAINTAIN GRASS WITHIN STAGING AREA AND 1'-0" OUTSIDE THE FENCE FOR THE

DURATION OF THE PROJECT. AT NO TIME SHALL THE GRASS EXCEED 4" IN HEIGHT.

1. TEMPORARY POSTS TO BE 3'X3' SQUARE FENCE POST PLATES. PROVIDE BALLAST FOR

PLATES BASED UPON PREVAILING CONDITIONS OF THE SITE.

2. REMOVE FENCE AND RESTORE LAWN, ASPHALT OR CONCRETE SURFACES TO PRE-

CONSTRUCTION CONDITIONS AT THE COMPLETION OF CONTRACT.

4. ALL COMPONENTS TO BE GALVANIZED STEEL.

NOTES:

12'-0" MIN.

8'- 0"

3'x 3' BALLASTED POST

BASE PLATE (TYP.)

1'-2"

3'- 8"

-1/2"

-3/4"

2" THICK CHISELED BLUESTONE

SPLASH BLOCK, USING NEW OR

SALVAGED STONE TO BE PROVIDED

AND INSTALLED BELOW CROWN

STREET DECORATIVE CANOPY

LEADERS (2) LOCATIONS.

EQ EQ

3" 8" 3"

8" 3"

0' - 1 1/2"

ALIGN NEW LEADER WITH CENTER OF

COLLECTION RECESS IN STONE

PITCH STONE 1% AWAY FROM

FOUNDATION AND STAIR.

1 1/2" ±

CUT AROUND BOTTOM STEP,

EACH SIDE OF STAIR. (NOTE

CUT OUT IS MIRRORED ON

OPPOSITE SIDE

NOTE: NO STEP CUT OUT ON

JOHN STREET SPLASH

BLOCKS.

NOTE: BASE BID AT BOTH

CANOPIES (QTY 4).

ALTERNATE #1, NO SPLASH

BLOCKS AT JOHN ST

CANOPY (QTY 2).

SIDEWALK WIDTH

5'-2" ±

EPOXY REPAIR CRACK IN

BLUESTONE PANEL

PROVIDE (2) 3" DIA LEADERS FROM

CANOPY ABOVE. CONNECT TO

EXISTING LEADER DROPS IN BUILT-IN

GUTTER ABOVE. (ALT #1) CONNECT

TO NEW UNDERGROUND DRAIN

ALONG JOHN ST. FOUNDATION

BELOW.

TYPICAL 1/2" JOINT, PACK

WITH STONE DUST.

ALTERNATE #1: PROVIDE

ROUND CUT, CHISEL ROUGH

EDGE, AT BORES FOR NEW

LEADER BOOTS.

REMOVE CRACKED BLUESTONE

PAVER AND SALVAGE STONE FOR

DUTCHMAN REPAIRS. PROVIDE

NEW BLUESTONE PAVER

MATCHING THE EXISTING IN SIZE,

TEXTURE AND COLOR. MATCH

ELEVATION TO ADJACENT

BLUESTONE PAVERS AND PROVIDE

POSITIVE PITCH.

6'- 0"

B E

'-0

ALTERNATE #1: EXCAVATE AND

PROVIDE DRAINAGE PIPE, PERF

PIPE, FOUNDATION PARGING,

WATERPROOFING AND

COMPACTED CRUSHED STONE

SUBBASE ALONG JOHN ST

FOUNDATION.

ALTERNATE #1: REMOVE, SALVAGE,

AND RESET 2" THICK BLUESTONE

SIDEWALK PANELS FOLLOWING

FOUNDATION WORK. PROVIDE

POSITIVE PITCH FROM

FOUNDATION.

BLUESTONE SIDEWALK

PANELS TO REMAIN IN PLACE

ALTERNATE #1: REMOVE

AND SALVAGE GUTTER

STONE/SPLASH BLOCK,

REINSTALL FOLLOWING

WORK.

ADJACENT BLUESTONE

SIDEWALK PANELS TO

REMAIN IN PLACE

5'-0" ±

1'- 8"

ALTERNATE #1: CUT AND CHISEL ROUGH

EDGE OF 7'x5' STONE PANEL. USE CUT SALVAGED STONE TO PROVIDE 1'-8"x5'-0"

STONE ALONG WALL. PROVIDE POSITIVE

PITCH FROM FOUNDATION.

ALTERNATE #1: SAW CUT

GROUT ALONG COBBLE

STONE WASH. PROVIDE

STONE DUST JOINT.

LINE OF EXISTING CANOPY

ROOF ABOVE

ALTERNATE #1: CONNECT

UNDERGROUND ROOF DRAIN

TO EXISTING BRICK CATCH

BASIN IN STREET

C102

ALTERNATE #1: 6" DIA PVC

UNDERGROUND ROOF

LEADER DRAIN, PITCH 1/8"

PER FOOT TO CATCH BASIN.

ALTERNATE #1: 4" DIA

PERFORATED PVC

UNDERGROUND FOUNDATION

PERIMETER DRAIN, PITCH 1/8"

PER FOOT TO CATCH BASIN.

ALTERNATE #1: REMOVE

DEBRIS IN CATCH BASIN.

4'-4" ±3'- 6"

REMOVE CRACKED BLUESTONE PAVER AND

SALVAGE STONE FOR DUTCHMAN REPAIRS.

PROVIDE NEW BLUESTONE PAVER MATCHING THE

EXISTING IN SIZE, TEXTURE AND COLOR. MATCH

ELEVATION TO ADJACENT BLUESTONE PAVERS

AND PROVIDE POSITIVE PITCH.

5'- 0"

5'-4" ±

ADJACENT BLUESTONE

SIDEWALK PANELS TO

REMAIN IN PLACE

SAWCUT AND CHISEL LARGE SIDEWALK PANEL TO

CUT AROUND NEW SPLASH BLOCK. PROVIDE NEW

JOINT TO CREATE (2) RECTANGULAR SECTIONS.

3'-6" ± 2'- 8"

REMOVE EXISTING BLUESTONE PANELS FROM

EACH SIDE OF STAIR TO PROVIDE (2) CHISELED

BLUESTONE SPLASH BLOCKS. SEE DETAIL /E8 C102

A501 A7

E #1

ALTERNATE #1

BASE BID

BASE BID (EXCLUDE FOR ALT #1):

PROVIDE (2) CUSTOM SPLASH

BLOCKS SIMILAR TO THOSE

DETAILED FOR CROWN STREET AT

EACH CANOPY LEADER. RESET

STONE PAVERS WITHIN 5 FEET OF

JOHN STREET ENTRANCE ON

COMPACTED STONE DUST TO

PROVIDE POSITIVE PITCH AWAY

FROM THE BUILDING.

ALTERNATE #1

CROWN STREET

F 6"

'-0

ALTERNATE #1: CONNECT

CORNER LEADER TO NEW

STORMWATER DRYWELL,

REFER TO CIVIL DRAWING

"ALTERNATE 1: STORM WATER

DRAINAGE IMPROVEMENTS"

F 4"

E (A

'-0

4"Ø PVC PERFORATED DRAIN PIPE (PERFORATIONS DOWN)

WRAPPED IN FABRIC FILTER. SLOPE 1/8" PER FOOT TO

CATCH BASIN.

LIME-BASED PARGING

WATERPROOFING DIRECTLY OVER

PARGING

DRAINAGE BOARD

2'-0"

1/8" PER FOOT SLOPE AWAY FROM BUILDING

COMPACTED CRUSHED STONE OF #2

ANGULAR PRESSURE RUN WITH

FINES

1" COMPACT STONE DUST SETTING

BED

UNDISTURBED EARTH

2'- 0"

EXISTING STONE WALL TO REMAIN

SALVAGE AND REINSTALL

EXISTING BLUESTONE PAVERS

NON-WOVEN GEOTEXTILE FABRIC BELOW

CRUSHED STONE, LAP UP WALL BEHIND

DRAINAGE BOARD

6"Ø PVC ROOF DRAIN PIPE. SLOPE 1/8" PER FOOT AND

CONNECT TO LEADER BOOTS.

5" O.D. CAST IRON LEADER BOOT

8" -1

4" CORRUGATED TIN-ZINC COATED

COPPER DOWNLEADER

RUBBERIZED ADAPTER CONNECTION TO

DRAIN PIPE

6" PVC DRAIN PIPE, PITCH 1/8" PER FOOT TO CATCH BASIN

2'- 0"

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1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

C102

25-017

JUNE 10, 2026

O F

T, K

N, N

ILS

BID DOCUMENTS

NOT TO SCALEC102

A6 TEMPORARY CONSTRUCTION FENCE AND GATE

1" = 1'-0"C102

E8 SPLASH BLOCK (BASE BID AT BOTH CANOPIES) 1" = 1'-0"C102

E3 ALTERNATE #1 - FOUNDATION DRAINAGE SECTION DETAIL

1/4" = 1'-0"C102

A1 ENLARGED PLAN - JOHN AND CROWN STREET STONE SIDEWALK

1 1/2" = 1'-0"C102

B3 ALTERNATE #1 - DOWNSPOUT BOOT

A201 A1

A202 A1

A202 D1

A201 D1

STORAGE001

STORAGE

UNEXCAVATED

A101 A1

EXISTING BOILER PIT WITH SUMP, PVC

PUMP DRAIN TO REMAIN (ABOVE).

REMOVE EXISTING CAST IRON

STORMWATER DRAINAGE AS

INDICATED IN ELEVATION A1/A101.

ASSUMED LOCATION OF STREET

CONNECTION, VIF. CAP WITH NEW

CLEANOUT ACCESS CAP.

EXTENT OF SIDEWALK DISTURBANCE

ABOVE.

(3) EXISTING LEADER BOOT

CONNECTIONS. EXCAVATE TO

REMOVE CAST IRON BOOT AND THRU-

WALL PENETRATION.

2'-0"

EXTENT OF 24" DEEP EXCAVATION TO

FACILITATE INSTALLATION OF

FOUNDATION PARGING,

WATERPROOFING, AND

PERFORATED DRAINAGE PIPE.

2'- 0"

4'-0"2'-6"±

PROVIDE NEW 6" PVC DRAINAGE PIPE.

SLOPE 1/8" TOWARD CATCH BASIN

CONNECTION.

'-0

NEW 4" DIA PVC PERFORATED DRAIN

A101

B01

NOTE: ALL WORK INDICATED ON THIS PLAN, EXCLUDING BASEMENT BULKHEAD

AND DOOR SCOPE, IS INCLUDED IN ALTERNATE #1 - UNDERGROUND DRAINAGE

E #1

BASEMENT

-6' - 10"

EXISTING PVC AND COPPER WATER

SERVICE LINE AND METER TO REMAIN

EXISTING PVC LINE TO SUMP PUMP

PIT TO REMAIN.

15'-0"±19'-0"±

TYP. LVL BEAMS TO REMAIN.

PROTECT EXISTING TIMBER

POST AND BEAM IN PLACE

EXISTING CAST IRON SANITARY WASTE PIPE TO REMAIN.

REMOVE EXISTING THRU-WALL

PENETRATION AND PATCH WITH SALVAGED

STONE AND POINTING MORTAR TO DEPTH

OF EXISTING WALL.

EXISTING CLEANOUT, TRAP, AND CONNECTION (6" DIA ±, VIF) TO STORMWATER

DRAINAGE AT EXTERIOR. REMOVE ALL CAST IRON ELEMENTS EXCLUDING TRAP

AND DRAIN TO SUMP. PROVIDE NEW CAST IRON CLEAN OUT CAP AT THRU

WALL CONNECTION. REPOINT AROUND WALL PENETRATION.

REMOVE EXISTING THRU-WALL

PENETRATION AND PATCH WITH

SALVAGED STONE AND POINTING

MORTAR TO DEPTH OF EXISTING

WALL.

2'- 0"

± APPROXIMATE DEPTH OF EXCAVATION AT

EXTERIOR OF WALL FOR APPLICATION OF

WATERPROOFING AND INSTALLATION OF

NEW DRAINAGE PATH (DIAGONAL HATCH).

EX. 2.5"x 6" RAFTERS @ 16" O.C.

23'-0" ±

. 9

" T &G

'-6

EX. 2.5" x 6" RAFTERS @ 24" O.C.

19'-0" ±

CHIMNEY # 2 BRICK STEPS 1/2" WYTHE OUT

BELOW ROOFLINE. SEE CHIMNEY RESTORATION

SCHEDULE FOR BELOW ROOF LINE WORK.

EX. 9" T&G SHEATHING (c. 1922)

42'-0"±

NOTE: ALL SHEATHING BOARDS TO REMAIN IN

PLACE TO THE GREATEST EXTENT POSSIBLE.

REPLACE FAILED BOARDS OR MISSING BOARDS

AS REQUIRED IN KIND USING SALVAGE TO MATCH

APPEARANCE OF ORIGINAL. ALL FLASHINGS,

UNDERLAYMENTS, OR OTHER NEW MATERIALS

SHALL NOT BE VISIBLE FROM THE UNDERSIDE OF

THE ROOF TO PRESERVE THE HISTORIC

INTEGRITY AT THE INTERIOR.

CONTRACTOR SHALL PROVIDE PROTECTION AT

INTERIOR SPACES TO AVOID CREATION OF DUST

AND DAMAGE FROM FALLING DEBRIS ABOVE.

EX. TIMBER 4"x4"s @ 28" O.C.

24'-6"±

8'-

" S

. 1

'-6

VARIES 8" - 14" w/ 2"-5" GAP SPACING

(c. 1778) SKIP SHEATHING

. C

LIN

G (6

"-1 1"

T& G

'-0

EX. T&G WOOD BOARD CEILING (c.1669)

26'-0"±ASSUMED WIDE-PLANK, VARYING SKIP

SHEATHING ABOVE c.1669 CEILING, VIF

FROM ABOVE.

-6 " w

/ 1 "-3

" G

(c.

) S

EX. TIMBER 5"x5" RAFTERS @ 42" O.C.

19'-0" ±

SHEATHING

9 "T&G

SKIP SHEATH

8"-14" VARIES

3"-5" VARIES w/ 1"-3" GAPS

(c. 1735) SKIP SHEATH

-6 " w

/ 1 "-3

" G

(c.

) S

. T

R 5" x5

" O .C

'-0

LOCATION OF EXISTING 200AMP ELECTRICAL

SERVICE PANEL. CONNECT HEAT TRACE TO

PANEL SPARE CIRCUIT.

ELECTRICAL CONNECTION TO HEAT TRACE WIRE ABOVE IN COLLECTION

BOX. PROVIDE CONDUIT THRU ROOF ABOVE SOUTH SIDE OF STONE WALL.

RUN CONDUIT BELOW RAFTERS WITHIN PROFILE CORNICE MOLDING

BELOW. BORE THROUGH WOOD FRAME DORMER BETWEEN ROOMS TO EP.

SKIP SHEATHING WITHIN c.1698 AND c.1735 SECTIONS IS OF VARYING AGE

AND QUALITY.

PROVIDE PERIMETER BULB GASKET

WEATHERSTRIPPING ON BOTH DOORS.

REMOVE ALL PAINT FROM DOOR PULL

AND STRAP HINGES AND REFINISH

WITH HIGH-PERFORMANCE COATING.

REMOVE SEALANT FROM WALL

AND PROVIDE SURFACE MOUNTED

FLASHING WITH SEALANT SIMILAR

TO CANOPY DETAIL

RESEAL ALL VERTICAL JOINTS OF

BUILT-UP DOOR PANELS.

PREP AND REPAINT ALL WOOD

ELEMENTS

/E1 A501

FILL FASTENER HOLES OF

SURROUND.

9"± 6'-0" ±

7'-6"± DOORS

REMOVE DEBRIS FROM INTERIOR

OF STAIRWELL.

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1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

A101

25-017

JUNE 10, 2026

SL, MR

O F

T, K

N, N

ILS

BID DOCUMENTS

1/8" = 1'-0"A101

D2 BASEMENT KEY PLAN - ALTERNATE #1 - UNDERGROUND DRAINAGE

1/8" = 1'-0"A101

D6 EXISTING ROOF SHEATHING PLAN - REFLECTED CEILING

1/4" = 1'-0"A101

A1 BASEMENT STORMWATER - ALTERNATE #1 - UNDERGROUND DRAINAGE

NOT TO SCALEA101

A6 BASEMENT BULKHEAD DOOR

0' 16'8'4'2'

NOTE: ALL WORK INDICATED ON THIS INTERIOR ELEVATION IS INCLUDED IN ALTERNATE #1 - UNDERGROUND DRAINAGE

A201 A1

A202 A1

A202 D1

A201 D1

PROVIDE CEDAR SHINGLE ROOF, TYPICAL

SLOPESLOPE

PROVIDE SHEET METAL GUTTER

LINER ON SLIP SHEET ON SELF-

ADHERING SHEET UNDERLAYMENT

IN EXISTING WOOD GUTTER,

TYPICAL

EXISTING WOOD GUTTER

TO REMAIN, TYPICAL

EXISTING HAND HEWN WOOD GUTTER TO REMAIN

EXISTING WOOD

GUTTER TO

REMAIN, TYP.

14±

6 ±

SLOPESLOPE

47'-2 1/2" 22'-1"

'-0

1/ 2"

5'-9"

'-3

5'- 9"

10'-3"

'-5

1/ 2"

'-7

4'-2"

5'- 4"

4'-0" ±

5'- 6"

6±

6 ±

NOTE: DIMENSIONS INDICATED ARE ±, FIELD VERIFY

69'-3 1/2"

EXISTING DOWNSPOUT (DS)

TO BE REPLACED WITH 4" DIA

CORRUGATED TIN-ZINC

COATED COPPER, TYP.

3" DIA CANOPY DOWNSPOUTS

(BELOW) TO BE REPLACED AT

2 LOCATIONS, TYP.

3" DIA CANOPY

DOWNSPOUTS (BELOW) TO

BE REPLACED AT 2

LOCATIONS, TYP.

EXISTING DOWNSPOUT (DS)

BELOW AT HAND HEWN WOOD

GUTTER TO REMAIN, PROVIDE

LINER.

4±

PROVIDE CEDAR SHINGLE CANOPY ROOF

OVER EXISTING CANOPY STRUCTURE

PROVIDE SELF-ADHERING SHEET UNDERLAYMENT AT

EAVES, VALLEYS, AROUND CHIMNEYS, AND ALL BUILT-IN

GUTTERS.

NOTE: SELF-ADHERING SHEET UNDERLAYMENT AT EAVES

TO EXTEND 2'-0" BEYOND THE FACE OF EXTERIOR WALLS.

PROVIDE FLAT SEAM SHEET METAL CANOPY ROOF

INCLUDING BUILT-IN PERIMETER GUTTER. PROVIDE

SELF-ADHERING SHEET UNDERLAYMENT AT ENTIRE

EXISTING CANOPY ROOF INCLUDING THE BUILT-IN

GUTTERS, DOWNSPOUTS, AND LEADERS

FACE OF EXISTING WALL BELOW, TYP.

PROVIDE CEDAR SHINGLE

CANOPY ROOF OVER EXISTING

CANOPY STRUCTURE

EXISTING BUILT-IN

GUTTER RETURN

(BELOW) TO REMAIN

EXISTING WOOD GUTTER COLLECTOR BOX

BELOW TO REMAIN

DS DS

EXISTING 6" DOWNSPOUT (DS)

BELOW TO BE REPLACED WITH NEW

CORRUGATED TIN-ZINC COATED COPPER

WITH HEAT TRACE.

PROVIDE SHEET METAL STEP

FLASHING, COUNTERFLASHING SET

IN CUT MORTAR JOINTS, AND

APRON AT ALL CHIMNEYS, TYP.

RIDGE

SLOPE

17'-0 3/4" 19'-10 3/4"

PROVIDE CEDAR

SHINGLE CANOPY ROOF

OVER EXISTING CANOPY

STRUCTURE

PROVIDE 14 3/4" WIDE

STANDING SEAM

SHEET METAL ROOF

PANELS

PROVIDE FLAT SEAM

SHEET METAL

ROOF/GUTTER ON SLIP

SHEET ON SELF-

ADHERING SHEET

UNDERLAYMENT.

MATCH EXISTING PAN

SIZE 21"±X28"±

A501 A7

SEE A6/A501 FOR ENLARGED PLAN

AT CROWN STREET ENTRY STAIR BELOW

3±

2±

A503

A502

A1 A502

TYP.

TYP. F7

A503

TYP.

A503

D6 A502

A505

A505 TYP.

EXISTING BUILT-IN

GUTTER RETURN

(BELOW) TO REMAIN

EXISTING BUILT-IN

GUTTER RETURN

(BELOW) TO REMAIN

EXISTING BUILT-IN

GUTTER RETURN

(BELOW) TO REMAIN

A505

TYP.

4±

A505

TYP.

CHIMNEY 5

CHIMNEY 3

CHIMNEY 212

DRAINAGE SUMP BOX

6'-6" ±

'-6

3'-8" ±

PROVIDE FLAT SEAM SHEET

METAL CANOPY ROOF

INCLUDING BUILT-IN

PERIMETER GUTTER. PROVIDE

SELF-ADHERING SHEET

UNDERLAYMENT AT ENTIRE

EXISTING CANOPY ROOF

INCLUDING THE BUILT-IN

GUTTERS, DOWNSPOUTS, AND

LEADERS

6 ±

6±

6 ±

4'- 0"

PROVIDE STANDING

SEAM SHEET METAL

ROOF, PANEL WIDTH

14 3/4"

TYP.

A505

TYP.

A505

A503

A505

TYP.

A504

A503

GUTTER

LINER

GUTTER

LINER

GUTTER

LINER

GUTTER

LINER

GUTTER

LINER

GUTTER

LINER

4'- 0"

4'-0"

R1 R1

A504

TYP.

A504

A505

A504

CHIMNEY 1

CHIMNEY 4

REFER TO DWG. D1/A503 FOR

ROOF ASSEMBLY TYPES, TYP.

A501

Th al er R ei lly

W ils on Ar ch ite ct ur e

P re se rv at io n, L

M on ro e St re et

, S ui te

Al ba ny

, N Y ltr w -a rc h.

co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

A102

25-017

JUNE 10, 2026

MR, CV

O F

T, K

N, N

BID DOCUMENTS

1/4" = 1'-0"A102

A1 ROOF PLAN

0' 16'8'4'2'

GENERAL ROOF NOTES:

1. ALL EXISTING WOOD SHINGLES TO BE REMOVED COMPLETELY BACK TO EXISTING

WOOD SKIP SHEATHING OR SOLID ROOF SHEATHING. REMOVALS INCLUDE, BUT ARE

NOT LIMITED TO, SHINGLES, UNDERLAYMENT, ASSOCIATED METAL FLASHING, AND

FASTENERS. REMOVE TEMPORARY EPDM ROOF MEMBRANE COVERING AND BATTEN

BOARDS BETWEEN NORTH AND SOUTH GABLE ROOFS INCLUDING DRAINAGE

TROUGH.

2. REMOVE ALL LEAD-COATED COPPER BUILT-IN GUTTER LINERS. REMOVALS INCLUDE

BUT ARE NOT LIMITED TO ASSOCIATED FLASHING, SLIP SHEETS, UNDERLAYMENTS,

CLEATS AND FASTENERS BACK TO WOOD SUBSTRATE.

3. REMOVE FLAT SEAM LEAD-COATED COPPER ROOF PANELS, AND ASSOCIATED

CLEATS, FASTENERS, AND FLASHING BACK TO WOOD ROOF DECK AT ENTRY

CANOPIES, AND GUTTER TROUGH AT WEST SIDE OF ROOF BETWEEN NORTH AND

SOUTH GABLE ROOFS. REMOVALS AT GUTTER TROUGH INCLUDES THE PLASTIC

BREATHER VENT MATERIAL.

4. REMOVE STANDING SEAM METAL ROOF BETWEEN NORTH AND SOUTH GABLE

ROOFS. REMOVALS INCLUDE, BUT ARE NOT LIMITED TO ROOF PANELS, CLEATS,

FASTENERS AND FLASHING BACK TO EXISTING WOOD ROOF DECK.

ROOF AREA QUANTITIES

CEDAR SHINGLE AREAS = 2158± SF

FLAT SEAM SHEET METAL AREAS INCLUDING PERIMETER

BUILT-IN GUTTERS = 730± SF

STANDING SEAM SHEET METAL AREAS = 1867± SF

RIDGE AND VALLEY FLASHING = 286± SF

R# INDICATES ROOF ASSEMBLY TYPES, REFER TO DRAWING G101 FOR

DESCRIPTIONS OF ROOF ASSEMBLY TYPES

222 221

002001

FIELD OF WALL QUANTITIES - WEST FACADE

TOTAL BRICK REPOINTING: 50 SF

TOTAL LIMESTONE REPOINTING: -- SF

TOTAL MASONRY CLEANING: 20 SF

TOTAL CRACK REPAIR: 15 LF

TOTAL WOOD DUTCHMAN REPAIR:

TOTAL SPALLED BRICK REPLACEMENT: 40

*ALLOW AN ADDITIONAL 20 LF OF MISC. STONE/BRICK

SPOT REPOINTING OVER FIELD OF WALL, THIS FACADE.

EXISTING SECURITY CAMERA TO REMAIN

EXISTING ELECTRIC METER TO REMAIN

EXISTING SECURITY ALARM TO REMAIN

EXISTING HISTORIC MARKER TO REMAIN

REMOVE BRACKET FROM

WINDOW FRAME AND FILL HOLES.

CHIMNEY 1 CHIMNEY 4 (BEYOND)

CHIMNEY 3 (BEYOND)

CHIMNEY 2

EXISTING WOOD BULKHEAD DOOR TO BASEMENT

STAIR TO REMAIN. RESTORE PER DETAIL

EXISTING EXHAUST VENT TO REMAIN

REPLACE SPALLED BRICK IN KIND (APPROX. 32

UNITS)

PREP AND REPAINT LOUVER. PROVIDE

INSECT SCREEN AT INTERIOR , TYP.

ALT #2: PROVIDE LIME-BASED WHITEWASH ACROSS ENTIRETY OF STONE WALLS, 490±SF

PROVIDE FLOWABLE GROUT INJECTION IN

CRACKS, TYP.

REMOVE EXISTING DOWNSPOUTS, PROVIDE NEW 3"DIA. DOWNSPOUTS

AND ELBOWS TO MATCH EXISTING AT ENTRY CANOPY, TWO

LOCATIONS

TYPICAL ALL WOOD ELEMENTS INCLUDING SOFFITS,

FASCIA, RIDGE BOARD, WINDOW AND DOOR FRAMES,

SHUTTERS, ETC. PREP AND REPAINT WITH PAINT TO

MATCH EXISTING COLORS.

NEW 4" DIA DOWNSPOUT NEW 4" DIA DOWNSPOUT

/A6 A101

212 211 210 209 208

106107108109

201 202

FIELD OF WALL QUANTITIES - NORTH FACADE

TOTAL BRICK REPOINTING: -- SF

TOTAL LIMESTONE REPOINTING: 5 SF

TOTAL MASONRY CLEANING: 30 SF

TOTAL CRACK REPAIR: 5 LF

TOTAL WOOD DUTCHMAN REPAIR: 5 SF

*ALLOW AN ADDITIONAL 15 LF OF MISC. STONE SPOT

REPOINTING OVER FIELD OF WALL, THIS FACADE.

REPOINT MORTAR JOINT

WHERE MORTAR IS MISSING,

TYP.

HISTORIC IRON TIE ROD TO REMAIN

EXISTING SECURITY CAMERAS TO REMAIN

CHIMNEY 1

CHIMNEY 3 (BEYOND)

CHIMNEY 4

REMOVE SHEET METAL COVER TO

FACILITATE DUTCHMAN REPAIR OF ROTTED

WOOD SILL AND LOWER 6" OF FRAME. REFER

TO WINDOW SCHEDULE

GENTLY CLEAN GREEN

STAINING FROM STONE.

ALT #2: PROVIDE LIME-BASED WHITEWASH ACROSS ENTIRETY OF STONE WALLS, 706±SF

REMOVE EXISTING DOWNSPOUTS, PROVIDE NEW 3" DIA. DOWNSPOUTS

TO MATCH EXISTING AT ENTRY CANOPY, TWO LOCATIONS. CONNECT

TO NEW CI BOOTS TO UNDERGROUND DRAINAGE.

TYPICAL ALL WOOD ELEMENTS INCLUDING SOFFITS,

FASCIA, RIDGE BOARD, WINDOW AND DOOR FRAMES,

SHUTTERS, ETC. PREP AND REPAINT WITH PAINT TO

MATCH EXISTING COLORS.

NEW 4" DIA DOWNSPOUT

LEADER STRAP AT TOP AND BOTTOM, TYP.

MASONRY REPAIR LEGEND

RAKE OUT AND REPOINT JOINTS (SEE DETAIL A4/A501).

REPLACE SPALLED BRICK IN KIND.

REPAIR CRACK USING FLOWABLE GROUT INJECTION (SEE DETAIL

C8/A503).

PROVIDE WOOD DUTCHMAN REPAIR MATCHING EXISTING. PREP AND

PAINT ENTIRE ELEMENT.

GENTLY CLEAN MASONRY

Th al er R ei lly

W ils on Ar ch ite ct ur e

P re se rv at io n, L

M on ro e St re et

, S ui te

Al ba ny

, N Y ltr w -a rc h.

co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

A201

25-017

JUNE 10, 2026

MR, SL

O F

T, K

N, N

D W

BID DOCUMENTS

1/4" = 1'-0"A201

D1 NORTH ELEVATION

1/4" = 1'-0"A201

A1 WEST ELEVATION

TYPICAL STONE MASONRY REPAIR TYPE SCOPE

a. IN-SITU STONE CRACK REPAIR

FOR CRACKS 1/8” OR NARROWER– PROVIDE LOW-VISCOSITY GROUT FULL DEPTH AND

TO APPROXIMATELY 3/8” BELOW THE SURFACE OF THE STONE MASONRY UNIT.

PROVIDE STONE PATCHING MATERIAL AT REMAINING 3/8” LIFT.

b. IN-SITU STONE PATCH REPAIR

FOR STONE UNITS THAT ARE SPALLED TO A MAXIMUM DEPTH OF 1 1/2 ”, PROVIDE

STONE PATCH MATERIAL IN PLACE.

c. BRICK UNIT REPLACEMENT

ALL NEW MASONRY UNITS TO PRECISELY MATCH CLEANED ORIGINAL/ADJACENT

STONE.

213214 215216217218

114 113 112 111

006 005

305 304 303

FIELD OF WALL QUANTITIES - EAST FACADE

TOTAL BRICK REPOINTING: -- SF

TOTAL LIMESTONE REPOINTING: 5 SF

TOTAL MASONRY CLEANING: 80 SF

TOTAL CRACK REPAIR: -- LF

TOTAL WOOD DUTCHMAN REPAIR: 5 SF

*ALLOW AN ADDITIONAL 20 LF OF MISC. STONE/BRICK

SPOT REPOINTING OVER FIELD OF WALL, THIS FACADE.

REPLACE MISSING SHUTTER IN KIND TO MATCH

EXISTING ADJACENT. REFER TO WINDOW SCHEDULE.

DUTCHMAN REPAIR ROTTED SOFFIT

WITH LIKE MATERIALS.

REPOINT STONE MORTAR JOINTS AROUND GAP AT DOOR

FRAME. REFER DETAILS ON DRAWING A601.

CHIMNEY 4 CHIMNEY 1 (BEYOND)CHIMNEY 5 CHIMNEY 3 (BEYOND)CHIMNEY 2 (BEYOND)

REMOVE GRATE TO RESTORE BY REMOVAL OF

SURFACE RUST, PREP, AND REPAINTING WITH HIGH-

PERFORMANCE COATING, (2) LOCATIONS THIS

FACADE. CLEAN ALL DEBRIS AND PROVIDE 4" DEPTH

OF DRAINABLE WASHED STONE IN WELLS PRIOR TO

REINSTALLATION OF GRATING.

DUTCHMAN REPAIR ROTTED SOFFIT

WITH LIKE MATERIALS.

TYPICAL ALL WINDOWS, FRAMES, SHUTTERS, AND

LOUVERS - REFER TO WINDOW SCHEDULE FOR

RESTORATION SCOPE.

TYPICAL ALL WOOD ELEMENTS INCLUDING SOFFITS,

FASCIA, RIDGE BOARD, WINDOW AND DOOR FRAMES,

SHUTTERS, ETC. PREP AND REPAINT WITH PAINT TO

MATCH EXISTING COLORS.

PREP AND PAINT ALL WOOD ELEMENTS OF

DECORATIVE CANOPY.

REMOVE WOOD WINDOW WELL SURROUND AND

REPLACE WITH 2" BLUESTONE PAVERS OF EQUAL

DEPTH AND WIDTH AS WOOD SURROUND.

ALT #2: PROVIDE LIME-BASED WHITEWASH ACROSS ENTIRETY OF STONE WALLS, 308± SFGENTLY CLEAN MASONRY SURFACE TO REMOVE STAINING.

NEW 4" DIA DOWNSPOUT

NEW 6" DIA DOWNSPOUT WITH HEAT TRACE

204 205

206 207

220 219

116 115

FIELD OF WALL QUANTITIES - SOUTH FACADE

TOTAL BRICK REPOINTING: 25 SF

TOTAL LIMESTONE REPOINTING: -- SF

TOTAL MASONRY CLEANING: 20 SF

TOTAL CRACK REPAIR: 10 LF

TOTAL WOOD DUTCHMAN REPAIR: 5 SF

*ALLOW AN ADDITIONAL 20 LF OF MISC. STONE/BRICK

SPOT REPOINTING OVER FIELD OF WALL, THIS FACADE. 306

EXISTING SECURITY CAMERA, SALVAGE

AND REINSTALL FOLLOWING WORK.

TYPICAL AS SHADED WITH DIAGONAL HATCH,

AREA OF BRICK MORTAR LOSS TO BE

REPOINTED. REPOINT UP TO 1 FULL COURSE

BELOW GRADE-LEVEL STONE TRENCH.

RETAIN EXISTING KNOX BOX IN PLACE. RESTORE DOOR AND FRAME PER DOOR

SCHEDULE, TYP. ALL EXTERIOR DOORS.

EXISTING HOSE BIBB, PROTECT IN PLACE.

REMOVE EXISTING FLAG POLE

BRACKET, FILL HOLES

EXISTING HEWN WOOD GUTTER

TO BE RELINED

DUTCHMAN REPAIR ROTTED WOOD SILL AND LOWER

6" OF FRAME. REFER TO WINDOW SCHEDULE

TYPICAL ALL WINDOWS, FRAMES, SILLS,

SHUTTERS, AND LOUVERS - REFER TO WINDOW

SCHEDULE FOR RESTORATION SCOPE. DUTCHMAN REPAIR ROTTED

WOOD RAKE

CHIMNEY 5

CHIMNEY 4 (BEYOND)

CHIMNEY 3

CHIMNEY 2

REPLACE MISSING SHUTTER IN

KIND TO MATCH EXISTING

ADJACENT. REFER TO WINDOW

SCHEDULE.

REMOVE SURFACE RUST, PREP

AND REPAINT IRON HANDRAIL AND

BALUSTERS. REFER TO DETAILS

ON DRAWING A501.

TYPICAL ALL WINDOWS, FRAMES, SHUTTERS, AND

LOUVERS - REFER TO WINDOW SCHEDULE FOR

RESTORATION SCOPE.

TYPICAL ALL WOOD ELEMENTS INCLUDING SOFFITS,

FASCIA, RIDGE BOARD, WINDOW AND DOOR FRAMES,

SHUTTERS, ETC. PREP AND REPAINT WITH PAINT TO

MATCH EXISTING COLORS.

GENTLY CLEAN MASONRY (BEYOND BULKHEAD)

TYPICAL AS SHADED WITH CROSSHATCH,

SPALLED BRICK TO BE REPLACED IN KIND.

ALLOW 25 THIS FACADE.

EXISTING IRON BRACKET TO

REMAIN (2) LOCATIONS

TYPICAL ALL CHIMNEYS, REFER TO SCHEDULE

ON DRAWING A502 FOR SCOPE.

ALT #2: PROVIDE LIME-BASED WHITEWASH ACROSS ENTIRETY OF STONE WALLS, 571± SF

NEW 4" DIA DOWNSPOUT

MASONRY REPAIR LEGEND

RAKE OUT AND REPOINT JOINTS (SEE DETAIL A4/A501).

REPLACE SPALLED BRICK IN KIND.

REPAIR CRACK USING FLOWABLE GROUT INJECTION (SEE DETAIL

C8/A503).

PROVIDE WOOD DUTCHMAN REPAIR MATCHING EXISTING. PREP AND

PAINT ENTIRE ELEMENT.

GENTLY CLEAN MASONRY

Th al er R ei lly

W ils on Ar ch ite ct ur e

P re se rv at io n, L

M on ro e St re et

, S ui te

Al ba ny

, N Y ltr w -a rc h.

co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

A202

25-017

JUNE 10, 2026

MR, SL

O F

T, K

N, N

BID DOCUMENTS

1/4" = 1'-0"A202

A1 EAST ELEVATION

1/4" = 1'-0"A202

D1 SOUTH ELEVATION

TYPICAL STONE MASONRY REPAIR TYPE SCOPE

a. IN-SITU STONE CRACK REPAIR

FOR CRACKS 1/8” OR NARROWER– PROVIDE LOW-VISCOSITY GROUT FULL

DEPTH AND TO APPROXIMATELY 3/8” BELOW THE SURFACE OF THE STONE

MASONRY UNIT. UTILIZE STONE PATCHING MATERIAL AT REMAINING 3/8” LIFT.

COLOR AND TEXTURE OF PATCH MATERIAL AT FINAL LIFT TO PRECISELY

MATCH COLOR AND TEXTURE OF THE EXISTING SURROUNDING STONE

SURFACES.

b. IN-SITU STONE PATCH REPAIR

FOR STONE UNITS THAT ARE SPALLED TO A MAXIMUM DEPTH OF 1.5 ”, PROVIDE

STONE PATCH MATERIAL IN PLACE, PRECISELY MATCHING THE COLOR AND

TEXTURE OF THE SURROUNDING MATERIAL IN THE SAME STONE UNIT.

c. BRICK UNIT REPLACEMENT

ALL NEW MASONRY UNITS TO PRECISELY MATCH CLEANED

ORIGINAL/ADJACENT UNITS.

NOTES:

THIS DETAIL TO BE USED WHERE CRACKING (I.E. STEPPED

PATTERN) ALONG MORTAR JOINTS EXCEEDS 1/4"

THIS SECTION IS FOR BIDDING PURPOSES ONLY, EXTENT OF REPLACEMENT

TO BE DETERMINED IN FIELD.

ACTUAL WALL THICKNESS MAY VARY

REPOINT WALL AS NEEDED, ALSO SEE "TYPICAL REPOINTING

DETAIL" AT RIGHT

EXISTING BRICK

WALL

RAKE OUT MORTAR TO APPROXIMATELY 1 1/2" DEEP IN MORTAR

JOINT ALONG DIAGONAL CRACK LINE. SET 1/4" Ø x 3'-4" LONG MIN.

STAINLESS STEEL HELICAL STITCH-TIE BAR INTO THE JOINT AND SET

INTO GROUT. POINT WITH POINTING MORTAR. SPACE RODS (4)

COURSES APART VERTICALLY. VARIES

TYPICAL REPOINTING DETAIL

4 B

1'-8" MIN.1'-8" MIN.

4 B

. C

MIN.

NOTE: JOINT DEPTH = 2X JOINT

HEIGHT OR 1" MIN.

POINTING MORTAR

COMPLETELY CLEAN OUT SEALANT

FROM EXISTING JOINT. REPOINT

JOINTS IN 3/8" LIFTS. TOOL JOINT TO

MATCH EXISTING PROFILE.

EXISTING STONE

1/2

SALVAGE BROKEN PORTION OF EXISTING BLUESTONE.

PROVIDE 1/4" DIA. STAINLESS STEEL THREADED PINS IN

THE BROKEN PIECE. PIN TO ADJACENT BLUESTONE

WITH EPOXY ADHESIVE.

REMOVE PAINT FINISH AND RUST AT THE

BOTTOM OF THE BALUSTERS AND POSTS.

REMOVE RUST STAINING FROM BLUESTONE

TREADS. PREPARE AND PAINT

RAILING/BALUSTERS/ POSTS

REMOVE RUST STAINING AT THE BOTTOM TREAD,

TYP. BOTH SIDES

A501

4'- 0"

WROUGHT IRON RAILING, POSTS,

AND BALUSTERS, TYP.

BLUESTONE TREADS

LOCATION OF CRACKED

BLUESTONE, SEE

E8/A501

RUST STAINING, TYP.

CRACKED AND SETTLED

BLUESTONE PAVER, REPLACE

TO MATCH EXISTING

LIMESTONE ENTRY STOOP

DOWNSPOUT, TYP.

CRACKED LOOSE SECTION OF

BLUESTONE TREAD

WROUGHT IRON BALUSTER

REPLACE MORTAR JOINT AS

REQUIRED TO ACCOMMODATE

BLUESTONE PIN REPAIR. MATCH

EXISTING MORTAR

SEPARATE SECTION OF

BLUESTONE TREAD

EXISTING LIMESTONE

ENTRY STOOP TO REMAIN

PROVIDE STAINLESS STEEL PINS

WITH EPOXY ADHESIVE,

LOCATION SHOWN APPROXIMATE

BLUESTONE TREAD

PROVIDE BACKER ROD AND SEALANT

PROVIDE SLIP SHEET

PROVIDE SELF-ADHERING

SHEET UNDERLAYMENT

EXISTING WOOD CANOPY

STRUCTURE TO REMAIN

PROVIDE SHEET METAL GUTTER

PROVIDE SURFACE MOUNTED TIN-ZINC COATED COPPER

FLASHING MATCHING PROFILE OF EXISTING.

4"±

120.00°

1'-0"±

2 3 /4"

PROVIDE WOOD SHINGLES

PROVIDE TAPERED STARTER COURSE

(SEE A5/A505 OR A6/A502 FOR SECTION VIEW)

EXISTING WOOD CANOPY

FRAME AND SHEATHING TO

REMAIN

TYP.

6" EXPOSURE

PROVIDE BACKER ROD AND SEALANT. SCRIBE TOP COURSE

OF CEDAR SHINGLES TO EXISTING WALL SURFACE

PROVIDE STARTER

COURSE

EXISTING COPPER STRAP TO REMAIN

EXISTING STONE/BRICK WALL

Th al er R ei lly

W ils on Ar ch ite ct ur e

P re se rv at io n, L

M on ro e St re et

, S ui te

Al ba ny

, N Y ltr w -a rc h.

co m

1 2 3 4 5 6 7 8 9 10

DATE

DRAWN BY

REVISIONS

PROJECT NUMBER

THALER REILLY WILSON ARCHITECTURE &

PRESERVATION, LLP

DUPLICATION IS A VIOLATION OF APPLICABLE LAWS"

CHECKED BY

:5 9:

A501

25-017

JUNE 10, 2026

SL,CV

O F

T, K

N, N

BID DOCUMENTS

3/4" = 1'-0"A501

A1 TYPICAL BRICK STEP CRACK REPAIR

6" = 1'-0"A501

A4 TYPICAL REPOINTING DETAIL

1/2" = 1'-0"A501

A7 PLAN AT CROWN STREET ENTRY STAIR

NOT TO SCALEA501

C7 EXISTING CROWN STREET ENTRY STAIR

NOT TO SCALEA501

E8 CRACK IN BLUESTONE TREAD

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

E1 CANOPY GUTTER SECTION

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

E4 HOOD CANOPY SECTION

EXISTING BRICK

CHIMNEY

PROVIDE CEDAR SHINGLES

PROVIDE SELF-ADHERING SHEET

UNDERLAYMENT,

1'-6" AT PERIMETER OF BASE OF CHIMNEY

EXISTING 1"± THICK

WOOD PLANK SKIP

SHEATHING TO REMAIN

PROVIDE TAPERED STARTER COURSE

PROVIDE REPLACEMENT

BRICKS AT EXISTING

REGLETS, TYP.

PROVIDE…

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File details come from the government source that posted it. Updated Oct 22, 2026.