| MUNICIPALITY OF NORRISTOWN
FACADE IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
BID SET
DRAWING LIST
Sheet
07/15/2026 Number Sheet Name Sheet Issue Date
GENERAL
G-001 COVER SHEET 07/15/2026
ARCHITECTURAL
A-201 ELEVATION AND DETAILS 07/15/2026
A-202 ELEVATION AND DETAILS 07/15/2026
PROJECT TEAM
PROJECT DESCRIPTION
THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM
GRANT MANAGER: WINDOW INSTALLATION, 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 THE BASE BID SCOPE OF WORK INCLUDES INSTALLATION OF STORM WINDOWS AT THE THIRD
Norristown, PA 19401-5003 FLOOR STAINED GLASS WINDOWS AND MASONRY CLEANING OF THE FRONT FACADE.
Contact: Vincent Poppa ALTERNATES
ALTERNATE #1: ROOF CORNICE REPAIR
PROPERTY OWNER: BASE BID: Existing wood cornice to remain as is.
ALTERNATE #1: Repair wood cornice along east and west sides of the building. Replace
Prosperity Properties, LLC
deteriorated sections with wood to match existing. Paint cornice.
802 Upper Gulph Rd
ALTERNATE #2: RESTORE SECOND FLOOR WINDOWS
Wayne, PA 19087
BASE BID: Existing second floor windows to remain as is.
Contact: Julie Presgraves ALTERNATE #2: Restore second floor windows facing West Main Street, paint sashes and
frames.
ARCHITECT: ALTERNATE #3: ENTRY RAILING AND STEP REPAIR
Landmarks LGA BASE BID: Existing entry steps and railing to remain as is.
ALTERNATE #3: Repair cracked steps and landing, reseal joints. Scrape and coat metal
444 Liberty Avenue, Suite 1500
handrail and gate.
Pittsburgh, PA 15222
ALTERNATE #4: DOWNSPOUTS
Contact: Amy Baade, AIA
BASE BID: Existing downspout and water drainage systems to remain as is.
ALTERNATE #4: Install downspouts at bow window and east elevation as indicated on
drawings.
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| 228 |
- |
230 W MAIN STREET |
| NORRISTOWN, PA 19401 |
|
|
| DRAWING LIST |
|
|
| Sheet
Number |
Sheet Name |
Sheet Issue Date |
| G-001 |
COVER SHEET |
07/15/2026 |
| A-201 |
ELEVATION AND DETAILS |
07/15/2026 |
| A-202 |
ELEVATION AND DETAILS |
07/15/2026 |
| THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM |
|
|
| WINDOW INSTALLATION, 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 |
|
| THE BASE BID SCOPE OF WORK INCLUDES INSTALLATION OF STORM WINDOWS AT THE THIRD |
| FLOOR STAINED GLASS WINDOWS AND MASONRY CLEANING OF THE FRONT FACADE. |
| ALTERNATE #1: ROOF CORNICE REPAIR |
|
|
| BASE BID: |
Existing wood cornice to remain as is. |
|
| ALTERNATE #1 |
|
: Repair wood cornice along east and west sides of the building. Replace |
| deteriorated sections with wood to match existing. Paint cornice. |
|
|
| PROPERTY OWNER: |
| Prosperity Properties, LLC |
| 802 Upper Gulph Rd |
| Wayne, PA 19087 |
| Contact: Julie Presgraves |
| ALTERNATE #2: RESTORE SECOND FLOOR WINDOWS |
|
|
| BASE BID: |
Existing second floor windows to remain as is. |
|
| ALTERNATE #2 |
|
: Restore second floor windows facing West Main Street, paint sashes and |
| frames. |
|
|
| ARCHITECT: |
| Landmarks LGA |
| 444 Liberty Avenue, Suite 1500 |
| Pittsburgh, PA 15222 |
| Contact: Amy Baade, AIA |
| ALTERNATE #3: ENTRY RAILING AND STEP REPAIR |
|
|
| BASE BID: |
Existing entry steps and railing to remain as is |
|
| ALTERNATE #3 |
|
: Repair cracked steps and landing, reseal joints. Scrape and coat metal |
| handrail and gate. |
|
|
| ALTERNATE #4: DOWNSPOUTS |
|
|
| BASE BID: |
Existing downspout and water drainage systems to remain as is. |
|
| ALTERNATE #4 |
|
: Install downspouts at bow window and east elevation as indicated on |
| drawings. |
|
|
| 228- |
230 W MAIN STR |
EET |
| NORRISTOWN, PA 1 |
|
9401 |
| MUNICIPALITY OF N |
ORRISTOWN |
PROJECT TEAM
PROJECT DESCRIPTION
THIS PROJECT ENTAILS WINDOW RESTORATION, WOOD CORNICE RESTORATION, STORM
WINDOW INSTALLATION, AND WOOD ELEMENT REPAIR AT 228-230 W MAIN STREET,
NORRISTOWN, AT THE FRONT OF THE BUILDING FACING W MAIN STREET.
THE BASE BID SCOPE OF WORK INCLUDES INSTALLATION OF STORM WINDOWS AT THE THIRD
FLOOR STAINED GLASS WINDOWS AND MASONRY CLEANING OF THE FRONT FACADE.
ALTERNATES
ALTERNATE #1: ROOF CORNICE REPAIR
BASE BID: Existing wood cornice to remain as is.
ALTERNATE #1: Repair wood cornice along east and west sides of the building. Replace
deteriorated sections with wood to match existing. Paint cornice.
ALTERNATE #2: RESTORE SECOND FLOOR WINDOWS
BASE BID: Existing second floor windows to remain as is.
ALTERNATE #2: Restore second floor windows facing West Main Street, paint sashes and
frames.
ALTERNATE #3: ENTRY RAILING AND STEP REPAIR
BASE BID: Existing entry steps and railing to remain as is.
ALTERNATE #3: Repair cracked steps and landing, reseal joints. Scrape and coat metal
handrail and gate.
ALTERNATE #4: DOWNSPOUTS
BASE BID: Existing downspout and water drainage systems to remain as is.
ALTERNATE #4: Install downspouts at bow window and east elevation as indicated on
drawings.
ISSUE DATE:
LANDMARKS PROJECT NO.
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ARCHITECT OF RECORD: LGA PARTNERS
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PROJECT SITE
LAFAYETTE
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VERIFY ALL DIMENSIONS ON SITE.
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6202/51/7
MUNICIPALITY OF NORRISTOWN
FACADE IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
BID SET
DRAWING LIST
Sheet
07/15/2026 Number Sheet Name Sheet Issue Date
GENERAL
G-001 COVER SHEET 07/15/2026
ARCHITECTURAL
A-201 ELEVATION AND DETAILS 07/15/2026
A-202 ELEVATION AND DETAILS 07/15/2026
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
07/15/2026
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
GENERAL MASONRY CLEANING NOTES
1. PROTECT NON-MASONRY SURFACES INCLUDING BUT NOT LIMITED TO ROOFS,
WINDOWS UNIT, GLASS, FRAMES, TRIM, AND ANY ELEMENTS ADJACENT TO
MASONRY WORK.
2. CONTRACTOR SHALL PROVIDE ONE SAMPLE AREA OF EACH CLEANING METHOD IN A
LIMITED VISIBILITY LOCATION WHERE DIRECTED BY THE OWNER AND ARCHITECT.
UPON APPROVAL OF THE CLEANING METHODS, SAMPLE AREA SHALL BE MAINTAINED
FOR THE DURATION OF THE WORK AND WILL SERVE AS REFERENCE FOR THE
EXECUTION OF THE REMAINDER OF WORK. UPON COMPLETION OF OVERALL WORK,
SAMPLE AREA MAY BE RE-TOUCHED IF THE COURSE OF WORK REVEALS METHODS
WITH IMPROVED RESULTS.
3. CONTRACTOR SHALL MONITOR CONDITIONS INTERIOR AND EXTERIOR OF THE
BUILDING DURING THE APPLICATION OF WATER TO ASSURE THAT CLEANING DOES
NOT CAUSE WATER ENTRY TO THE INTERIOR AS WELL AS PROPER CONTROL OF
RUNOFF WATER TO THE EXTERIOR. IF UNDESIRABLE CONDITIONS OCCUR DURING
CLEANING, WATER APPLICATION SHALL BE STOPPED UNTIL SAID CONDITION IS
RESOLVED.
MASONRY CLEANING LEVEL
CLEAN EXTERIOR MASONRY IN ITS ENTIRETY USING LOW PRESSURE POTABLE
WATER. SCRUB SURFACE WITH WATER AND NATURAL BRISTLE BRUSHES. IF NOT
EFFECTIVE, USE DETERGENT SOLUTION WITH NON-IONIC DETERGENT. AVOID
USING HIGH-PRESSURE EQUIPMENT OR HARSH CHEMICALS DURING THIS LEVEL OF
CLEANING. |
| 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 |
|
31'-0"
CLEAN ALL MASONRY THIS FACADE. SEE MASONRY CLEANING NOTES
ALTERNATE #1: 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
ALTERNATE #4: INSTALL
DOWNSPOUT FROM EXISTING
ROOF DRAIN ON SIDE OF
BUILDING. INSTALL SPLASH
BLOCK
2
ALTERNATE #4:INSTALL A-201
DOWNSPOUTS. MATCH EXISTING
SIZE, MATERIAL, AND COLOR. ALTERNATE #2:RESTORE
A A A A A
CONNECT TO DOWNSPOUT AT
B B SEVEN (7) WINDOWS AT
SIDE OF BUILDING
SECOND FLOOR ALONG WEST
MAIN ELEVATION. PAINT
SASHES AND FRAMES
ALTERNATE #3:SCRAPE
AND COAT METAL
HANDRAILS AND GATES
WITH RUST INHIBITING
PRIMER. REPAINT
ALTERNATE #3: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 |
|
|
|
|
WOOD WINDOW RESTORATION NOTES |
|
| 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 |
| EXISTING METAL WEATHERSTRIP TRACKS TO REMAIN. CLEAN, SECURE ANY
LOOSE, LUBRICATE WITH CLEAR SILICONE BASED NON-STAINING LUBRICANT |
| 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 |
| SUBSTRATE, INSTALL |
| NEW BACKER ROD AND |
| EXISTING FLOAT GLASS WITH |
| NEW GLAZING COMPOUND AT |
| LOWER SASH |
| 1. |
PROTECT NON- |
MASONRY SURFACES INCLUDING BUT NOT LIMITED TO ROOFS, |
|
WINDOWS UNIT, GLASS, FRAMES, TRIM, AND ANY ELEMENTS ADJACENT TO |
|
| EXTERIOR FRAME, TRI |
| AND MOLDING |
|
CONTRACTOR SHALL PROVIDE ONE SAMPLE AREA OF EACH CLEANING METHOD IN A
LIMITED VISIBILITY LOCATION WHERE DIRECTED BY THE OWNER AND ARCHITECT. |
|
UPON APPROVAL OF THE CLEANING METHODS, SAMPLE AREA SHALL BE MAINTAINED |
|
FOR THE DURATION OF THE WORK AND WILL SERVE AS REFERENCE FOR THE |
|
EXECUTION OF THE REMAINDER OF WORK. UPON COMPLETION OF OVERALL WORK, |
|
SAMPLE AREA MAY BE RE- |
|
WITH IMPROVED RESULTS |
| 3. |
CONTRACTOR SHALL MONITOR CONDITIONS INTERIOR AND EXTERIOR OF THE |
|
BUILDING DURING THE APPLICATION OF WATER TO ASSURE THAT CLEANING DOES |
|
NOT CAUSE WATER ENTRY TO THE INTERIOR AS WELL AS PROPER CONTROL OF |
| CLEAN EXTERIOR MASONRY IN ITS ENTIRETY USING LOW PRESSURE POTABLE |
|
| WATER. SCRUB SURFACE WITH WATER AND NATURAL BRISTLE BRUSHES. IF NOT |
|
| EFFECTIVE, USE DETERGENT SOLUTION WITH NON |
-IONIC DETERGENT. AVOID |
| USING HIGH- |
|
| CLEANING. |
|
| 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 |
| ALTERNATE #1: |
|
|
REPAIR |
| WOOD CORNICE ALONG |
|
|
|
| SIDES OF BUILDING. SEE |
|
|
|
| SHEET |
A- |
202. |
|
| REMOVE EXISTING PLEXI |
GLASS |
| COVER AND ACCESSORIE |
S, TYP. |
| INSTALL STORM WINDOW |
S ON |
| EXTERIOR SIDE OF STAIN |
ED |
| GLASS. OPENINGS APPRO |
X 50"W |
| x 90"H |
|
| ALTERNATE #4: |
INSTAL |
L |
| DOWNSPOUT FROM EXIST |
|
|
| ROOF DRAIN ON SIDE OF |
|
|
| BUILDING. INSTALL SPLA |
|
SH |
| BLOCK |
|
|
| ALTERNATE #4: |
INSTAL |
L |
| DOWNSPOUTS. MATCH EX |
|
ISTING |
| SIZE, MATERIAL, AND CO |
|
LOR. |
| CONNECT TO DOWNSPOU |
|
T AT |
| SIDE OF BUILDIN |
|
|
| ALTERNATE #2: |
RESTO |
| SEVEN (7) WINDOWS AT |
|
| SECOND FLOOR ALONG W
MAIN ELEVATION. PAINT |
|
| SASHES AND FRAMES |
|
| NCHOR WITH COUNTERSUNK |
| CREWS FROM INTERIOR FACE. |
| LUG WITH WOOD DOWELS. |
| 228- |
230 W MAIN STREET |
| NORRISTOWN, PA 19401 |
|
| PLAYED SPLICE JOINT |
| LOPING TOWARD THE |
| XTERIOR AND AWAY FROM |
| LAZING |
| RESTORE WOOD SASH WITH |
| EXISTING FLOAT GLASS AND NEW |
| ALTERNATE #3: |
SCRAP |
| AND COAT METAL |
|
| HANDRAILS AND GATES |
|
| WITH RUST INHIBITING |
|
| PRIMER. REPAINT |
|
| CRACKED STONE STEPS |
| LANDING. REPLACE SEAL
BETWEEN STONE |
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
31'-0"
CLEAN ALL MASONRY THIS FACADE. SEE MASONRY CLEANING NOTES
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 ALTERNATE #1: REPAIR
WOOD CORNICE ALONG
BACKPRIME ALL SURFACES PRIOR
SIDES OF BUILDING. SEE
TO INSTALLATION
SHEET A-202.
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
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ALTERNATE #4: INSTALL C
DOWNSPOUT FROM EXISTING U
R
ROOF DRAIN ON SIDE OF
T
BUILDING. INSTALL SPLASH S
N
BLOCK
O
C
R
2 O
ALTERNATE #4:INSTALL A-201 F
DOWNSPOUTS. MATCH EXISTING T
O
SIZE, MATERIAL, AND COLOR. ALTERNATE #2:RESTORE N
A A A A A
CONNECT TO DOWNSPOUT AT
B B SEVEN (7) WINDOWS AT
SIDE OF BUILDING
SECOND FLOOR ALONG WEST
MAIN ELEVATION. PAINT
SASHES AND FRAMES
ANCHOR WITH COUNTERSUNK
SCREWS FROM INTERIOR FACE.
PLUG WITH WOOD DOWELS.
SPLAYED SPLICE JOINT
SLOPING TOWARD THE
REVISIONS
EXTERIOR AND AWAY FROM
GLAZING EXISTING STONE SILL ALTERNATE #3:SCRAPE
RESTORE WOOD SASH WITH
AND COAT METAL
EXISTING FLOAT GLASS AND NEW
RESTORE EXTERIOR FRAME, HANDRAILS AND GATES
GLAZING COMPOUND (TYP)
TRIM AND MOLDING WITH RUST INHIBITING
PRIMER. REPAINT
RESTORE STILE, TYP BOTH SIDES
NOTE:
DUTCHMAN WOOD CHOSEN TO
MATCH DIRECTION AND DENSITY OF
EXISTING EXTERIOR MASONRY WALL ALTERNATE #3:REPAIR
EXISTING GRAIN AS CLOSELY AS CRACKED STONE STEPS & NOTE: DO NOT SCALE FROM DRAWINGS.
INTERIOR FRAME, TRIM AND
POSSIBLE. IF EXACT MATCH IS NOT LANDING. REPLACE SEALANT VERIFY ALL DIMENSIONS ON SITE.
MOLDING EXISTING TO REMAIN,
FEASIBLE, UTILIZE DOUGLAS FIR. BETWEEN STONE
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
GENERAL MASONRY CLEANING NOTES
1. PROTECT NON-MASONRY SURFACES INCLUDING BUT NOT LIMITED TO ROOFS,
WINDOWS UNIT, GLASS, FRAMES, TRIM, AND ANY ELEMENTS ADJACENT TO
MASONRY WORK.
2. CONTRACTOR SHALL PROVIDE ONE SAMPLE AREA OF EACH CLEANING METHOD IN A
LIMITED VISIBILITY LOCATION WHERE DIRECTED BY THE OWNER AND ARCHITECT.
UPON APPROVAL OF THE CLEANING METHODS, SAMPLE AREA SHALL BE MAINTAINED
FOR THE DURATION OF THE WORK AND WILL SERVE AS REFERENCE FOR THE
EXECUTION OF THE REMAINDER OF WORK. UPON COMPLETION OF OVERALL WORK,
SAMPLE AREA MAY BE RE-TOUCHED IF THE COURSE OF WORK REVEALS METHODS
WITH IMPROVED RESULTS.
3. CONTRACTOR SHALL MONITOR CONDITIONS INTERIOR AND EXTERIOR OF THE
BUILDING DURING THE APPLICATION OF WATER TO ASSURE THAT CLEANING DOES
NOT CAUSE WATER ENTRY TO THE INTERIOR AS WELL AS PROPER CONTROL OF
RUNOFF WATER TO THE EXTERIOR. IF UNDESIRABLE CONDITIONS OCCUR DURING
CLEANING, WATER APPLICATION SHALL BE STOPPED UNTIL SAID CONDITION IS
RESOLVED.
MASONRY CLEANING LEVEL
CLEAN EXTERIOR MASONRY IN ITS ENTIRETY USING LOW PRESSURE POTABLE
WATER. SCRUB SURFACE WITH WATER AND NATURAL BRISTLE BRUSHES. IF NOT
EFFECTIVE, USE DETERGENT SOLUTION WITH NON-IONIC DETERGENT. AVOID
USING HIGH-PRESSURE EQUIPMENT OR HARSH CHEMICALS DURING THIS LEVEL OF
CLEANING.
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
07/15/2026
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
| CORNICE CONDITION ALONG EAST FACADE |
|
| ALTERNATE #1: REPAIR WOOD CORNICE
ENTIRE LENGTH OF BUILDING. IF
REPLACEMENT IS REQUIRED, MATCH
EXISTING. PAINT ALL WOOD ELEMENTS
WEST ELEVATION 2
NOT TO SCALE A-202 |
ALTERNATE #1: REPAIR WOOD CORNICE
ENTIRE LENGTH OF BUILDING. IF REPLACEMENT
IS REQUIRED, MATCH EXISTING. PAINT ALL
WOOD ELEMENTS
EAST ELEVATION 1
NOT TO SCALE A-202 |
| ALTERNATE #1: |
REPAIR WOOD CORNICE |
| ENTIRE LENGTH OF BUILDING. IF |
|
| REPLACEMENT IS REQUIRED, MATCH |
|
| ALTERNATE #1 |
: REPAIR WOOD CORNICE |
| ENTIRE LENGTH OF BUILDING. IF REPLACEMENT |
|
| IS REQUIRED, MATCH EXISTING. PAINT ALL |
|
| WOOD ELEMENTS |
|
| 228- |
230 W MAIN STREET |
| NORRISTOWN, PA 19401 |
|
ALTERNATE #1: REPAIR WOOD CORNICE ALTERNATE #1: REPAIR WOOD CORNICE ISSUE DATE:
ENTIRE LENGTH OF BUILDING. IF
ENTIRE LENGTH OF BUILDING. IF REPLACEMENT
REPLACEMENT IS REQUIRED, MATCH
IS REQUIRED, MATCH EXISTING. PAINT ALL LANDMARKS PROJECT NO.
EXISTING. PAINT ALL WOOD ELEMENTS
WOOD ELEMENTS
N
ARCHITECT OF RECORD: LGA PARTNERS
O
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T
C
U
R
T
S
N
O
C
R
O
F
T
O
N
REVISIONS
NOTE: DO NOT SCALE FROM DRAWINGS.
VERIFY ALL DIMENSIONS ON SITE.
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CORNICE CONDITION ALONG EAST FACADE
BID SET
07/15/2026
224020
FACADE
IMPROVEMENTS
228-230 W MAIN STREET
NORRISTOWN, PA 19401
MUNICIPALITY OF NORRISTOWN
NO. DATE DESCRIPTION
ELEVATION AND DETAILS
A-202
WEST ELEVATION 2 EAST ELEVATION 1
NOT TO SCALE A-202 NOT TO SCALE A-202