228-230 W Main Street - Municipality of Norristown Historical Façade Improvements

Agency: Norristown borough
State: Pennsylvania
Type of Government: State & Local
NAICS Category:
  • 236220 - Commercial and Institutional Building Construction
  • 237110 - Water and Sewer Line and Related Structures Construction
  • 237310 - Highway, Street, and Bridge Construction
  • 237990 - Other Heavy and Civil Engineering Construction
  • 238910 - Site Preparation Contractors
Posted Date: Jun 4, 2026
Due Date: Jun 24, 2026
Solicitation No: 224020-228230WMS
Original Source: Please Login to View Page
Contact information: Please Login to View Page
Bid Documents: Please Login to View Page
Bid Number: 224020-228230WMS
Bid Title: 228-230 W Main Street - Municipality of Norristown Historical Façade Improvements
Category: BIDS
Status: Open
Bid Recipient: Municipality of Norristown – Attn: Jayne Musonye
Description:

Project Description

This project consists of historical façade improvements at 228-230 W Main Street in Norristown, Pennsylvania. The work generally includes window restoration, storm window installation, restoration and repair of wood architectural elements, exterior façade improvements, and related repairs to select building components intended to preserve and enhance the building's historic character. The project also includes associated work as identified in the project documents.

Note: This description is intended as a general overview of the project. For complete details regarding the scope of work, refer to the project drawings, specifications, and associated project documentation.

Publication Date/Time:
6/4/2026 10:00 AM
Closing Date/Time:
6/24/2026 4:00 PM
Pre-bid Meeting:
06/10/2026 at 09:00AM
Contact Person:
All questions must be submitted via email to Amy Baade at abaade@lga-partners.com.

Please include the project address in the subject line of your email. Questions will not be accepted or answered by phone and must be submitted no later than Wednesday, June 17, 2026, at 5:00 PM ET. No questions will be addressed after that date and time.

Municipality of Norristown
Planning and Municipal Development Department

Jayne Musonye
Email: jmusonye@norristown.gov

Download Available:
Yes
Fee:
$10
Plan & Spec Available:
Hard copies of plan and specifications can be picked up at the Municipality of Norristown's Department of Planning and Municipal Development for a fee.
Business Hours:
08:30AM - 04:30PM
Qualifications:
Bidders must be properly licensed and qualified under applicable laws governing their respective trades and demonstrate experience performing similar restoration and exterior improvement projects. Contractors shall be capable of obtaining all required insurance and must comply with all applicable federal, state, and local laws, regulations, and requirements, including those related to safety, labor, and nondiscrimination. Bidders shall provide evidence of their qualifications and ability to successfully complete the work in accordance with the Contract Documents.
Special Requirements:
A mandatory pre-bid conference will be held at the project site, and attendance is required for all prospective bidders. Bids must be submitted in sealed envelopes on the forms provided, prior to the specified deadline, and clearly labeled in accordance with the bid instructions. Contractors are responsible for reviewing all contract documents, visiting the project site, and accounting for existing conditions when preparing their bids. No late submissions will be accepted.
Miscellaneous:
All project-related questions must be submitted via email to the Architect’s representative, Amy Baade, with the project name clearly indicated in the subject line. No questions will be accepted by phone, and all inquiries must be submitted prior to the deadline established in the Bid Documents. Additional coordination may be directed through the Municipality of Norristown’s Department of Planning & Municipal Development.
Related Documents:

Attachment Preview

MUNICIPALITY OF NORRISTOWN FACADE IMPROVEMENTS 228-230 W MAIN STREET NORRISTOWN, PA 19401 BID SET DRAWING LIST Sheet 06/04/2026 Number Sheet Name Sheet Issue Date GENERAL G-001 COVER SHEET 06/04/2026 ARCHITECTURAL A-201 ELEVATION AND DETAILS 06/04/2026 A-202 ELEVATION AND DETAILS 06/04/2026 PROJECT TEAM PROJECT DESCRIPTION THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM GRANT MANAGER: WINDOW INSTALLAION, AND WOOD ELEMENT REPAIR AT 228-230 W MAIN STREET, NORRISTOWN, AT THE FRONT OF THE BUILDING FACING W MAIN STREET. Municipality of Norristown 235 East Airy Street Norristown, PA 19401-5003 Contact: Vincent Poppa PROPERTY OWNER: Prosperity Properties, LLC 802 Upper Gulph Rd Wayne, PA 19087 Contact: Julie Presgraves ARCHITECT: Landmarks LGA 444 Liberty Avenue, Suite 1500 Pittsburgh, PA 15222 Contact: Amy Baade, AIA VICINITY MAP T S Y E L R K W M A M AIN S T T S S E O LAFAYETTE D A PROJECT SITE B R A ST B
VICINITY MAP T S Y E L R K W M A M AIN S T T S S E O LAFAYETTE D A PROJECT SITE B R A ST B
228 - 230 W MAIN STREET
NORRISTOWN, PA 19401
BID SET
06/04/2026
DRAWING LIST
Sheet Number Sheet Name Sheet Issue Date
G-001 COVER SHEET 06/04/2026
A-201 ELEVATION AND DETAILS 06/04/2026
A-202 ELEVATION AND DETAILS 06/04/2026
THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM
WINDOW INSTALLAION, AND WOOD ELEMENT REPAIR AT 228 - 230 W MAIN STREET,
NORRISTOWN, AT THE FRONT OF THE BUILDING FACING W MAIN STREET.
GRANT MANAGER:
Municipality of Norristown
235 East Airy Street
Norristown, PA 19401- 5003
Contact: Vincent Poppa
PROPERTY OWNER:
Prosperity Properties, LLC
802 Upper Gulph Rd
Wayne, PA 19087
Contact: Julie Presgraves
ARCHITECT:
Landmarks LGA
444 Liberty Avenue, Suite 1500
Pittsburgh, PA 15222
Contact: Amy Baade, AIA
FACADE
IMPROVE MENTS
228- 230 W MAIN STR EET
NORRISTOWN, PA 1 9401
MUNICIPALITY OF N ORRISTOWN
G - 0 01

PROJECT TEAM
PROJECT DESCRIPTION
THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM
WINDOW INSTALLAION, AND WOOD ELEMENT REPAIR AT 228-230 W MAIN STREET,
NORRISTOWN, AT THE FRONT OF THE BUILDING FACING W MAIN STREET.
ISSUE DATE:
LANDMARKS PROJECT NO.
N
ARCHITECT OF RECORD: LGA PARTNERS
O
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C
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R
T
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N
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VICINITY MAP
T REVISIONS
S
Y
E
L
M A
R K W
M AIN
S
T
T
S
S
O E NOTE: DO NOT SCALE FROM DRAWINGS.
PROJECT SITE
LAFAYETTE
ST B
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B
A
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VERIFY ALL DIMENSIONS ON SITE.
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MUNICIPALITY OF NORRISTOWN
FACADE IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
BID SET
DRAWING LIST
Sheet
06/04/2026 Number Sheet Name Sheet Issue Date
GENERAL
G-001 COVER SHEET 06/04/2026
ARCHITECTURAL
A-201 ELEVATION AND DETAILS 06/04/2026
A-202 ELEVATION AND DETAILS 06/04/2026
GRANT MANAGER:
Municipality of Norristown
235 East Airy Street
Norristown, PA 19401-5003
Contact: Vincent Poppa
PROPERTY OWNER:
Prosperity Properties, LLC
802 Upper Gulph Rd
Wayne, PA 19087
Contact: Julie Presgraves
ARCHITECT:
Landmarks LGA
444 Liberty Avenue, Suite 1500
Pittsburgh, PA 15222
Contact: Amy Baade, AIA
BID SET
06/04/2026
224020
FACADE
IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
MUNICIPALITY OF NORRISTOWN
NO. DATE DESCRIPTION
COVER SHEET
G-001

SOFTEN GLAZING PUTTY AND REMOVE GLASS PRIOR TO REMOVING RAIL SLOPING SPLICE DIRECTED AWAY FROM THE GLAZING LINE SLOPING SPLICE DIRECTED TOWARD EXTERIOR ANCHOR WITH COUNTERSUNK SCREWS FROM INTERIOR FACE. PLUG WITH WOOD DOWELS. KNOCK DOWN BOTTOM RAIL AFTER THE REMOVAL OF GLASS AND HATCHED AREAS AT BOTH STILES BASE OF WINDOW SASH STILE REPAIR (OUTER FACE) 8 1 1/2" = 1'-0" A-201 EXISTING EXTERIOR MASONRY WALL EXISTING INTERIOR FINISH RESTORE INTERIOR AND EXTERIOR WOOD FRAME, TRIM, AND MOLDING RESTORE WOOD RAIL EXISTING FLOAT GLASS WITH NEW GLAZING COMPOUND AT UPPER SASH RESTORE WOOD MEETING RAILS EXISTING FLOAT GLASS WITH NEW GLAZING COMPOUND AT LOWER SASH RESTORE WOOD RAIL EXISTING INTERIOR SILL TO REMAIN, PROTECT EXISTING STONE OR WOOD SILL TO REMAIN, PROTECT 6 INTERIOR EXTERIOR A-201 TYPICAL RESTORED WINDOW - SECTION 4 1" = 1'-0" A-201 4 A-201 EXISTING OPERABLE TRANSOM EXISTING FLOAT GLASS WITH NEW GLAZING COMPOUND, TYP 3 A-201 REMOVE PERIMETER SEALANT TO CLEAN SUBSTRATE, INSTALL NEW BACKER ROD AND SEALANT RESTORE INTERIOR AND EXTERIOR FRAME, TRIM AND MOLDING EXISTING STONE OR WOOD SILL TO REMAIN, PROTECT 8 8 7 A-201 A-201 A-201 TYP, OPP TYPICAL RESTORED WINDOW - EXTERIOR ELEVATION 2 1" = 1'-0" A-201 WOOD WINDOW RESTORATION NOTES 1. WOOD FRAMES, SASH, TRIM, AND SILLS SHALL BE STRIPPED TO SOUND WOOD, INTERIOR AND EXTERIOR. CRACKED WOOD SHALL BE FILLED, PATCHED, PRIMED, AND PAINTED 2 FINISH COATS, COLOR TO BE SELECTED BY THE ARCHITECT. 2. EXISTING WINDOW LIFT HANDLES AND BEVEL SASH LOCKS TO REMAIN. DETERIORATED/IRREPARABLE HARDWARE REQUIRING REPLACEMENT SHALL BE REPLACED TO MATCH EXISTING IN PROFILE AND FINISH. SASH CORD TO BE REPLACED WITH NEW AND ATTACHED TO COUNTERWEIGHTS. PULLEYS TO BE FREED, CLEANED, AND LUBRICATED FOR PROPER OPERATION. 3. EXISTING METAL WEATHERSTRIP TRACKS TO REMAIN. CLEAN, SECURE ANY LOOSE, LUBRICATE WITH CLEAR SILICONE BASED NON-STAINING LUBRICANT. 4. MASONRY, STONE SILLS, AND INTERIOR FINISHES SHALL REMAIN. PROTECT DURING THE WORK, CLEAN AND REMOVE ANY MATERIALS OR PAINT RESULTING FROM THE WORK. 5. AT WINDOW HEAD AND JAMBS AT INTERFACE WITH MASONRY OPENING, REMOVE ALL EXISTING SEALANT TO CLEAN SUBSTRATE, INSTALL BACKER ROD AND PAINTABLE SEALANT IN CONTINUOUS COVE BEAD. 6. REFER TO REPAIR DETAILS FOR COMMON REPAIR/REPLACEMENT CONDITIONS. WINDOW SCHEDULE TAG ROUGH WIDTH ROUGH HEIGHT CONFIGURATION A 3'-2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM B 3'-2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM C 4'-2" 7'-6" STAINED GLASS
SOFTEN GLAZING PUTTY AND REMOVE GLASS PRIOR TO REMOVING RAIL REMOVE WEDGES CUT OUT HATCHED AREA BENEATH THE TENON TO ALLOW FOR THE REMOVAL OF THE BOTTOM RAIL KNOCK DOWN BOTTOM RAIL AFTER THE REMOVAL OF GLASS AND HATCHED AREAS AT BOTH STILES WINDOW MORTISE REPAIR DETAIL 7 1 1/2" = 1'-0" A-201
JOINT BETWEEN NEW AND EXISTING WOOD FORMED BEHIND THE LINK STEP AT JUNCTION BETWEEN SILL OF ANTI-CAPILLARY DRIP. AND BOTTOM RAIL WHERE REPLACEMENT REMOVE AND REINSTALL EXISTING APRON REQUIRED, PROVIDE CONTINUOUS PIECE FULL LENGTH OF SILL TO MATCH EXISTING PROFILE SECURE USING SCREWS FROM INTERIOR FACE. COUNTERSINK AND PLUG WITH NEW WOOD DOWELS EXISTING SILL TO REMAIN BACKPRIME ALL SURFACES PRIOR TO INSTALLATION WINDOW SILL REPLACEMENT DETAIL 6 1 1/2" = 1'-0" A-201 TYPICAL WINDOW TYPE C, INTERIOR TYPICAL JAMB, TYPE A AND B TYPICAL WINDOW TYPE B, INTERIOR TYPICAL WINDOW TYPE A, INTERIOR REPAIR WOOD CORNICE ALONG SIDES OF BUILDING. SEE SHEET A-202. REMOVE EXISTING PLEXIGLASS C C C C COVER AND ACCESSORIES, TYP. INSTALL STORM WINDOWS ON EXTERIOR SIDE OF STAINED GLASS. OPENINGS APPROX 50"W x 90"H INSTALL DOWNSPOUT FROM EXISTING ROOF DRAIN ON SIDE OF BUILDING. INSTALL SPLASH BLOCK 2 INSTALL DOWNSPOUTS. MATCH A-201 EXISTING SIZE, MATERIAL, AND COLOR. CONNECT TO DOWNSPOUT RESTORE SEVEN (7) A A A A A AT SIDE OF BUILDING B B WINDOWS AT SECOND FLOOR ALONG WEST MAIN ELEVATION. PAINT SASHES AND FRAMES EXISTING WOOD DOORS. REPAIR WOOD SOFFIT. IF STRIP DOWN TO BARE REPLACEMENT IS REQUIRED, WOOD. STAIN AND SEAL MATCH EXISTING. PAINT ALL WITH PRODUCT TBD WOOD ELEMENTS SCRAPE AND COAT METAL HANDRAILS AND GATES WITH RUST INHIBITING PRIMER. REPAINT REPAIR CRACKED STONE STEPS & LANDING. REPLACE SEALANT BETWEEN STONE FRONT ELEVATION (W MAIN STREET) 1 NOT TO SCALE A-201
A-201
ANCHOR WITH COUNTERSUNK SCREWS FROM INTERIOR FACE. PLUG WITH WOOD DOWELS. SPLAYED SPLICE JOINT SLOPING TOWARD THE EXTERIOR AND AWAY FROM GLAZING NOTE: DUTCHMAN WOOD CHOSEN TO MATCH DIRECTION AND DENSITY OF EXISTING GRAIN AS CLOSELY AS POSSIBLE. IF EXACT MATCH IS NOT FEASIBLE, UTILIZE DOUGLAS FIR. EXTERIOR WINDOW STILE AND RAIL REPAIR 5 1 1/2" = 1'-0" A-201
EXISTING STONE SILL RESTORE WOOD SASH WITH EXISTING FLOAT GLASS AND NEW RESTORE EXTERIOR FRAME, GLAZING COMPOUND (TYP) TRIM AND MOLDING RESTORE STILE, TYP BOTH SIDES EXISTING EXTERIOR MASONRY WALL INTERIOR FRAME, TRIM AND MOLDING EXISTING TO REMAIN, PROTECT EXISTING INTERIOR FINISH TO REMAIN, PROTECT EXISTING INTERIOR WOOD SILL TO REMAIN, PROTECT TYPICAL RESTORED WINDOW - ENLARGED PLAN 3 1" = 1'-0" A-201
RESTORE INTERIOR AND
EXTERIOR WOOD FRAME,
REPLACED TO MATCH EXISTING IN PROFILE AND FINISH. SASH CORD TO BE
REPLACED WITH NEW AND ATTACHED TO COUNTERWEIGHTS. PULLEYS TO BE
MASONRY, STONE SILLS, AND INTERIOR FINISHES SHALL REMAIN. PROTECT
DURING THE WORK, CLEAN AND REMOVE ANY MATERIALS OR PAINT RESULTING
FROM THE WOR
AT WINDOW HEAD AND JAMBS AT INTERFACE WITH MASONRY OPENING, REMOVE
ANCHOR WITH COUNTERSUNK
SCREWS FROM INTERIOR FACE.
PLUG WITH WOOD DOWELS.
PAINTABLE SEALANT IN CONTINUOUS COVE BEAD
REFER TO REPAIR DETAILS FOR COMMON REPAIR/REPLACEMENT CONDITIONS.
KNOCK DOWN BOTTOM RAIL AFTER THE
REMOVAL OF GLASS AND HATCHED AREAS
AT BOTH STILES
WINDOW SCHEDULE
TAG ROUGH WIDTH ROUGH HEIGH T CONFIGURATION
A 3' - 2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM
B 3'-2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM
C 4'-2" 7'-6" STAINED GLASS
DOUBLE - HUNG, 1- OVER - 1, PLUS TRANSOM
SUBSTRATE, INSTALL
NEW BACKER ROD AND
EXISTING FLOAT GLASS WITH
NEW GLAZING COMPOUND AT
LOWER SASH
SOFTEN GLAZING PUTTY AND REMOVE
GLASS PRIOR TO REMOVING RAIL
RESTORE INTERIOR AN
EXTERIOR FRAME, TRI
AND MOLDING
NG. GLASS C C C C S, TYP. S ON ED X 50"W OM N ALL 2 MATCH A-201 L, AND WNSPOUT RESTORE SEVEN (7) A A A A A B B WINDOWS AT SECOND FLOOR ALONG WEST M ELEVATION. PAINT SAS AND FRAMES EXISTING WOOD DOOR STRIP DOWN TO BARE ED, WOOD. STAIN AND SEA ALL WITH PRODUCT TBD SCRAPE AND COAT ME HANDRAILS AND GATE RUST INHIBITING PRIM REPAINT REPAIR CRACKED STON STEPS & LANDING. REP SEALANT BETWEEN ST FRONT ELEVATION (W MAIN STREET)
JOINT BETWEEN NEW AND EXISTING
WOOD FORMED BEHIND THE LINK
OF ANTI -CAPILLARY DRIP.
STEP AT JUNCTION BETWEEN SILL
AND BOTTOM RAIL
WHERE REPLACEMENT
REQUIRED, PROVIDE
CONTINUOUS PIECE FULL
LENGTH OF SILL TO MATCH
EXISTING PROFILE
SECURE USING SCREWS FROM INTERIOR
FACE. COUNTERSINK AND PLUG WITH
ALONG SIDES OF BUILDI NG.
SEE SHEET A - 202
REMOVE EXISTING PLEXI
COVER AND ACCESSORIE S, TYP.
INSTALL STORM WINDOW
EXTERIOR SIDE OF STAIN ED
GLASS. OPENINGS APPRO X 50"W
x 90"H
C
INSTALL DOWNSPOUT FR OM
EXISTING ROOF DRAIN O N
SIDE OF BUILDING. INST ALL
SPLASH BLOCK
INSTALL DOWNSPOUTS. MATCH
EXISTING SIZE, MATERIA L, AND
COLOR. CONNECT TO DO WNSPOU
AT SIDE OF BUILDING
RESTORE SEVEN (7)
WINDOWS AT SECOND
FLOOR ALONG WEST M AIN
ELEVATION. PAINT SAS HES
AND FRAMES
A
A
A
FACADE
IMPROVEMENTS
NCHOR WITH COUNTERSUNK
CREWS FROM INTERIOR FACE.
LUG WITH WOOD DOWELS.
228- 230 W MAIN STREET
NORRISTOWN, PA 19401
TERIOR
EXISTING WOOD DOOR S.
STRIP DOWN TO BARE
WOOD. STAIN AND SEA
REPAIR WOOD SOFFIT. IF
REPLACEMENT IS REQUIR ED,
MATCH EXISTING. PAINT ALL
WOOD ELEMENTS
RESTORE WOOD SASH WITH
EXISTING FLOAT GLASS AND NEW
SCRAPE AND COAT ME TAL
HANDRAILS AND GATE S WITH
RUST INHIBITING PRIM ER.
REPAINT
REPAIR CRACKED STON
STEPS & LANDING. REP LACE
SEALANT BETWEEN ST ONE
EX TERIOR
A - 201

4
A-201
EXISTING EXTERIOR MASONRY WALL
EXISTING INTERIOR FINISH
1. WOOD FRAMES, SASH, TRIM, AND SILLS SHALL BE STRIPPED TO SOUND WOOD,
EXISTING OPERABLE INTERIOR AND EXTERIOR. CRACKED WOOD SHALL BE FILLED, PATCHED, PRIMED,
TRANSOM AND PAINTED 2 FINISH COATS, COLOR TO BE SELECTED BY THE ARCHITECT.
SOFTEN GLAZING PUTTY AND REMOVE 2. EXISTING WINDOW LIFT HANDLES AND BEVEL SASH LOCKS TO REMAIN.
GLASS PRIOR TO REMOVING RAIL SLOPING SPLICE DIRECTED DETERIORATED/IRREPARABLE HARDWARE REQUIRING REPLACEMENT SHALL BE
RESTORE INTERIOR AND REPLACED TO MATCH EXISTING IN PROFILE AND FINISH. SASH CORD TO BE
AWAY FROM THE GLAZING LINE
EXTERIOR WOOD FRAME, REPLACED WITH NEW AND ATTACHED TO COUNTERWEIGHTS. PULLEYS TO BE
SLOPING SPLICE DIRECTED TRIM, AND MOLDING EXISTING FLOAT GLASS FREED, CLEANED, AND LUBRICATED FOR PROPER OPERATION.
3. EXISTING METAL WEATHERSTRIP TRACKS TO REMAIN. CLEAN, SECURE ANY
TOWARD EXTERIOR WITH NEW GLAZING
LOOSE, LUBRICATE WITH CLEAR SILICONE BASED NON-STAINING LUBRICANT.
COMPOUND, TYP
4. MASONRY, STONE SILLS, AND INTERIOR FINISHES SHALL REMAIN. PROTECT
DURING THE WORK, CLEAN AND REMOVE ANY MATERIALS OR PAINT RESULTING
FROM THE WORK.
5. AT WINDOW HEAD AND JAMBS AT INTERFACE WITH MASONRY OPENING, REMOVE
ANCHOR WITH COUNTERSUNK RESTORE WOOD RAIL
ALL EXISTING SEALANT TO CLEAN SUBSTRATE, INSTALL BACKER ROD AND
SCREWS FROM INTERIOR FACE.
PAINTABLE SEALANT IN CONTINUOUS COVE BEAD.
PLUG WITH WOOD DOWELS.
6. REFER TO REPAIR DETAILS FOR COMMON REPAIR/REPLACEMENT CONDITIONS.
KNOCK DOWN BOTTOM RAIL AFTER THE
REMOVAL OF GLASS AND HATCHED AREAS EXISTING FLOAT GLASS WITH
AT BOTH STILES NEW GLAZING COMPOUND AT WINDOW SCHEDULE
UPPER SASH
3
TAG ROUGH WIDTH ROUGH HEIGHT CONFIGURATION
A-201
A 3'-2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM
B 3'-2" 5'-6" DOUBLE-HUNG, 1-OVER-1, PLUS TRANSOM
REMOVE PERIMETER
C 4'-2" 7'-6" STAINED GLASS SEALANT TO CLEAN
RESTORE WOOD MEETING RAILS SUBSTRATE, INSTALL
NEW BACKER ROD AND
SEALANT
EXISTING FLOAT GLASS WITH
NEW GLAZING COMPOUND AT
LOWER SASH
SOFTEN GLAZING PUTTY AND REMOVE
GLASS PRIOR TO REMOVING RAIL RESTORE INTERIOR AND
EXTERIOR FRAME, TRIM
AND MOLDING
REMOVE WEDGES
RESTORE WOOD RAIL
CUT OUT HATCHED AREA BENEATH
EXISTING INTERIOR
THE TENON TO ALLOW FOR THE
SILL TO REMAIN,
REMOVAL OF THE BOTTOM RAIL EXISTING STONE OR PROTECT
KNOCK DOWN BOTTOM RAIL AFTER THE WOOD SILL TO REMAIN,
REMOVAL OF GLASS AND HATCHED AREAS EXISTING STONE OR WOOD SILL PROTECT
AT BOTH STILES TO REMAIN, PROTECT
6
INTERIOR EXTERIOR
A-201 8 8 7
A-201 A-201 A-201
TYP, OPP
JOINT BETWEEN NEW AND EXISTING
WOOD FORMED BEHIND THE LINK
STEP AT JUNCTION BETWEEN SILL
OF ANTI-CAPILLARY DRIP.
AND BOTTOM RAIL
WHERE REPLACEMENT
REMOVE AND REINSTALL EXISTING APRON REQUIRED, PROVIDE
CONTINUOUS PIECE FULL
LENGTH OF SILL TO MATCH
EXISTING PROFILE
SECURE USING SCREWS FROM INTERIOR
FACE. COUNTERSINK AND PLUG WITH
NEW WOOD DOWELS EXISTING SILL TO REMAIN REPAIR WOOD CORNICE
ALONG SIDES OF BUILDING.
BACKPRIME ALL SURFACES PRIOR
SEE SHEET A-202.
TO INSTALLATION
REMOVE EXISTING PLEXIGLASS C C C C
COVER AND ACCESSORIES, TYP.
INSTALL STORM WINDOWS ON ISSUE DATE:
EXTERIOR SIDE OF STAINED
GLASS. OPENINGS APPROX 50"W LANDMARKS PROJECT NO.
x 90"H
N
ARCHITECT OF RECORD: LGA PARTNERS
O
I
T
INSTALL DOWNSPOUT FROM C
EXISTING ROOF DRAIN ON U
R
SIDE OF BUILDING. INSTALL
T
SPLASH BLOCK S
N
O
C
R
2 O
INSTALL DOWNSPOUTS. MATCH A-201 F
T
EXISTING SIZE, MATERIAL, AND
O
COLOR. CONNECT TO DOWNSPOUT N
RESTORE SEVEN (7)
A A A A A
AT SIDE OF BUILDING
B B WINDOWS AT SECOND
FLOOR ALONG WEST MAIN
ELEVATION. PAINT SASHES
AND FRAMES
ANCHOR WITH COUNTERSUNK
SCREWS FROM INTERIOR FACE.
PLUG WITH WOOD DOWELS.
EXISTING WOOD DOORS.
REPAIR WOOD SOFFIT. IF
STRIP DOWN TO BARE
REPLACEMENT IS REQUIRED,
SPLAYED SPLICE JOINT WOOD. STAIN AND SEAL
MATCH EXISTING. PAINT ALL
SLOPING TOWARD THE WITH PRODUCT TBD REVISIONS
WOOD ELEMENTS
EXTERIOR AND AWAY FROM
EXISTING STONE SILL
GLAZING SCRAPE AND COAT METAL
RESTORE WOOD SASH WITH
HANDRAILS AND GATES WITH
EXISTING FLOAT GLASS AND NEW
RESTORE EXTERIOR FRAME, RUST INHIBITING PRIMER.
GLAZING COMPOUND (TYP)
TRIM AND MOLDING REPAINT
RESTORE STILE, TYP BOTH SIDES REPAIR CRACKED STONE
NOTE:
STEPS & LANDING. REPLACE
DUTCHMAN WOOD CHOSEN TO
EXISTING EXTERIOR MASONRY WALL
SEALANT BETWEEN STONE
MATCH DIRECTION AND DENSITY OF
EXISTING GRAIN AS CLOSELY AS NOTE: DO NOT SCALE FROM DRAWINGS.
INTERIOR FRAME, TRIM AND
POSSIBLE. IF EXACT MATCH IS NOT VERIFY ALL DIMENSIONS ON SITE.
MOLDING EXISTING TO REMAIN,
FEASIBLE, UTILIZE DOUGLAS FIR.
PROTECT
EXTERIOR
EXISTING INTERIOR FINISH TO
REMAIN, PROTECT
EXISTING INTERIOR WOOD SILL
TO REMAIN, PROTECT
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WOOD WINDOW RESTORATION NOTES
BASE OF WINDOW SASH STILE REPAIR (OUTER FACE) 8
1 1/2" = 1'-0" A-201
WINDOW MORTISE REPAIR DETAIL 7 TYPICAL RESTORED WINDOW - SECTION 4 TYPICAL RESTORED WINDOW - EXTERIOR ELEVATION 2
1 1/2" = 1'-0" A-201 1" = 1'-0" A-201 1" = 1'-0" A-201
BID SET
TYPICAL WINDOW TYPE C, INTERIOR TYPICAL JAMB, TYPE A AND B TYPICAL WINDOW TYPE B, INTERIOR TYPICAL WINDOW TYPE A, INTERIOR
06/04/2026
224020
WINDOW SILL REPLACEMENT DETAIL 6
1 1/2" = 1'-0" A-201
FACADE
IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
MUNICIPALITY OF NORRISTOWN
NO. DATE DESCRIPTION
ELEVATION AND DETAILS
A-201
WINDOW STILE AND RAIL REPAIR 5 TYPICAL RESTORED WINDOW - ENLARGED PLAN 3 FRONT ELEVATION (W MAIN STREET) 1
1 1/2" = 1'-0" A-201 1" = 1'-0" A-201 NOT TO SCALE A-201

This page summarizes the opportunity, including an overview and a preview of the attached documents.
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Bid Due: 7/30/2026

Project: IN-1260 Work Order Construction Contracts Ref. #: Indiana University of PA, Indiana,

PennBid

Bid Due: 8/18/2026

General Information Department for this solicitation: Procurement Date Prepared: 07/10/26 Types: IFB Advertisement

State Government of Pennsylvania

Bid Due: 8/18/2026

Project: PWCA - 26005 Work Order Construction Contracts Ref. #: Penn West University,

PennBid

Bid Due: 8/13/2026