2-26-27-4025 Plan Set.pdf

SCHOOL ST

SPRINGFIELD AVE

LYLE AVE

PR

IC

E

ST

JEFFERSON ST

ASHLAND AVE

JEFFERSON ST

GENERAL NOTES

1. THE CONTRACT DOCUMENTS INCLUDE THE WORKING DRAWINGS,

PROJECT MANUAL, ADDENDA, MODIFICATIONS, AND THE CONDITIONS

OF THE CONSTRUCTION CONTRACT, SPECIFICATIONS, CUT SHEETS,

ETC.

2. REFER TO CONTRACT DOCUMENTS FOR THE PROJECT, INCLUDING

DRAWINGS AND SPECIFICATIONS.

3. THE CONTRACT DOCUMENTS ARE THE INSTRUMENTS OF SERVICE AND

SHALL REMAIN THE PROPERTY OF THE ENGINEER, WHETHER THE

PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE

CONTRACT DOCUMENTS ARE NOT TO BE USED BY ANYONE FOR OTHER

PROJECTS OR EXTENSIONS TO THE PROJECT, NOR ARE THEY TO BE

MODIFIED IN ANY MANNER WHATSOEVER EXCEPT BY AGREEMENT IN

WRITING BY THE ENGINEER.

4. 'FURNISH' OR 'SUPPLY' MEANS TO PURCHASE, PROCURE, ACQUIRE, AND

DELIVER COMPLETE WITH RELATED ACCESSORIES.

5. 'INSTALL' MEANS TO BE INSTALLED BY CONTRACTOR, COMPLETE AND IN

PLACE.

6. 'PROVIDE' MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE.

7. 'SIMILAR' (SIM) MEANS COMPARABLE CHARACTERISTICS FOR

CONDITIONS NOTED. CONTRACTOR TO VERIFY DIMENSIONS AND

ORIENTATION.

8. 'TYPICAL' (TYP) MEANS IDENTICAL FOR CONDITIONS NOTED.

9. 'EQUAL' (EQ) MEANS IDENTICAL IN MATERIALS, WEIGHT, SIZE, DESIGN,

FUNCTION, DURABILITY, AND ALL OTHER QUALITIES..

10. 'CONCEALED' MEANS EMBEDDED IN MASONRY OR OTHER

CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN DOUBLE

PARTITIONS OR HUNG CEILINGS, IN TRENCHES, IN CRAWL SPACES OR

OTHERWISE ENCLOSED AND NOTE EASILY VISIBLE.

11. 'EXPOSED' MEANS NOT INSTALLED UNDERGROUND OR OTHERWISE

'CONCEALED' AS DESCRIBED ABOVE.

12. 'WINDOW' CONSISTS OF THE WOOD FRAME, SILL, SASH(ES), INFILL(S),

ETC, UNLESS OTHERWISE NOTED.

13. 'STORM WINDOW' CONSISTS OF THE METAL FRAME AND METAL SASHES,

TYPICALLY AFFIXED TO THE EXTERIOR FACE OF THE WINDOW FRAME,

UNLESS OTHERWISE NOTED.

14. THE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON PENNONI CAD

SYSTEMS. ANY OTHER LETTERING, LINES, OR SYMBOLS, OTHER THAN

PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT

THE AUTHORIZATION OF PENNONI AND ARE INVALID.

15. SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES INDICATED ON

THESE DRAWINGS ARE TYPICAL AND MAY NOT INCLUDE ALL SYMBOLS

AND ABBREVIATIONS IN THE CONTRACT DOCUMENTS.

16. GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS LISTS ARE

APPLICABLE TO ALL DRAWINGS/SHEETS IN THESE CONTRACT

DOCUMENTS.

17. THE CONTRACTOR'S BID SUBMISSION IS CONFIRMATION THAT THE

CONTRACTOR HAS COMPLETELY FAMILIARIZED THEMSELF WITH THE

CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR HAS

AGREED TO PROVIDE THE NECESSARY LABOR, MATERIALS, AND

SUPERVISION TO COMPLETE THE CONTRACT.

18. THE CONTRACTOR'S BID SUBMISSION FOR ALL WORK SHALL BE

PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR

WORKING HOURS.

19. ALL MATERIALS TO BE NEW, UNLESS OTHERWISE NOTED.

20. THE WORK, INCLUDING INSTALLATION OF EACH SYSTEM, ITEM, ETC.,

SHALL BE IN A NEAT AND PROFESSIONAL WORKMANLIKE MANNER IN

ACCORDANCE WITH THE BEST PRACTICES OF THE INDUSTRY AND IN

COMPLIANCE WITH ALL FEDERAL, STATE, LOCAL, AND TOWNSHIP

CODES AND REGULATIONS, AS WELL AS ANY OTHER AUTHORITIES

HAVING JURISDICTION.

21. ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE

TO BE PROPERLY AND PERMANENTLY (UNLESS OTHERWISE NOTED)

SECURED IN CONFORMANCE WITH BEST PRACTICES (PLUMB, LEVEL,

SQUARE, SMOOTH, WITHOUT DEFECT, ETC.) ALL JOINTS SHALL BE

CLOSE-FITTING AND JOINED TO CONFORM W/EXPANSION AND

CONTRACTION TO PREVENT CRACKING. THE DRAWINGS SHOW ONLY

SPECIAL CONDITIONS TO ASSIST THE CONTRACTOR; THEY DO NOT

ILLUSTRATE EVERY SUCH CONDITION AND DETAIL. CONTRACTOR SHALL

PROVIDE ALL BLOCKING AND FRAMING NECESSARY TO ACHIEVE THESE

CONDITIONS. BLOCKING AND FRAMING TO BE CONCEALED UNLESS

OTHERWISE NOTED.

22. ELEMENTS THAT APPEAR TO BE ALIGNED SHALL BE ASSUMED TO ALIGN

WHETHER OR NOT SPECIFICALLY NOTED.

23. WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT

REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES, SHALL BE REPEATED AND PROVIDED AT NO

ADDITIONAL COST. MINOR DETAILS OR INCIDENTAL ITEMS NOT SHOW

OR SPECIFIED, BUT NECESSARY FOR A PROPER AND COMPLETE

INSTALLATION, SHALL BE INCLUDED IN THE WORK.

24. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN

ANY REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS WILL BE

ACCEPTABLE IN CONSEQUENCE OF OWNER'S OR ENGINEER'S FAILURE

TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING

CONSTRUCTION; NOR WILL PRESENCE OF INSPECTORS ON WORK SITE

RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SECURING QUALITY

AND PROGRESS OF WORK AS REQUIRED BY CONTRACT. DEFECTIVE

WORK REVEALED WITHIN TIME REQUIRED BY GUARANTEES SHALL BE

REPLACED BY WORK CONFORMING WITH INTENT OF CONTRACT. NO

PAYMENT, WHETHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN

ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS.

25. IN THE EVENT OF CONFLICTING PROVISIONS WITHIN THE

SPECIFICATIONS AND / OR DRAWINGS, THE MORE STRINGENT SHALL

TAKE PRECEDENCE, UNLESS OTHERWISE STATED AND APPROVED BY

THE ENGINEER.

26. MATERIALS AND WORKMANSHIP SPECIFIED BY REFERENCE TO

NUMBER, SYMBOL, TITLE OF A SPECIFICATION SUCH AS COMMERCIAL

STANDARDS, FEDERAL SPECIFICATIONS, TRADE ASSOCIATION

STANDARD, OR OTHER SIMILAR STANDARD, SHALL COMPLY WITH

REQUIREMENTS IN LATEST EDITION OR REVISION THEREOF, AND WITH

ANY AMENDMENT OR SUPPLEMENT THERETO IN EFFECT ON DATE OF

ORIGIN OF THIS PROJECT'S CONTRACT DOCUMENTS. SUCH STANDARD,

EXCEPT AS MODIFIED HEREIN, SHALL HAVE FULL FORCE AND EFFECT

AS THOUGH PRINTED IN CONTRACT DOCUMENTS.

27. CONTRACTOR SHALL WAIVE 'COMMON PRACTICE' AND 'COMMON

USAGE' AS CONSTRUCTION CRITERIA WHEREVER DETAILS AND

CONTRACT DOCUMENTS OR GOVERNING CODES, ORDINANCES, ETC.

REQUIRE GREATER QUANTITY OR BETTER QUALITY THAN 'COMMON

PRACTICE' OR 'COMMON USAGE'.

28. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED

SPECIFICATIONS AND INSTALLATION PROCEDURES. IF THESE ARE

CONTRARY TO THE CONTRACT DOCUMENTS, CONTRACTOR SHALL

NOTIFY THE ENGINEER IN WRITING, IMMEDIATELY, TO RESOLVE

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

29. CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS

IN AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. IF AN ITEM IS

FOUND TO BE UNAVAILABLE, CONTRACTOR SHALL NOTIFY ENGINEER

IMMEDIATELY TO ALLOW ENGINEER A REASONABLE AMOUNT OF TIME

TO SELECT A SUITABLE SUBSTITUTE.

30. IMMEDIATELY UPON DELIVERY/RECEIPT/ARRIVAL OF MATERIALS AND

EQUIPMENT ON SITE, CONTRACTOR SHALL STORE AND PROTECT

AGAINST ALL WEATHER AND DAMAGE, IN ACCORDANCE WITH EACH

MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS FOR EACH

TYPE OF MATERIAL AND EQUIPMENT.

31. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES

WITHIN THE AREA OF WORK. CONTRACTOR IS RESPONSIBLE FOR

PROTECTION OF EXISTING UTILITIES TO REMAIN.

32. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO START OF WORK AND BE RESPONSIBLE FOR

SUCH.

33. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A

DRAWING OR SPECIFICATION, OR A DISCREPANCY OR VARIATION

BETWEEN INFORMATION OR DIMENSIONS ON DRAWINGS AND

CONDITIONS OR MEASUREMENTS AT SITE, OR LACK OF DIMENSIONS OR

OTHER INFORMATION, THEY SHALL REPORT AT ONCE TO THE

ENGINEER FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE

WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE.

34. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL TESTING, INSPECTIONS,

AND CERTIFICATIONS AS INDICATED IN THE CONTRACT DOCUMENTS

FOR COMPLETION OF THIS WORK, UNLESS OTHERWISE NOTED.

35. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND LICENSES

AND IS RESPONSIBLE FOR SCHEDULING AND PROVIDING ACCESS FOR

ALL REQUIRED INSPECTIONS. (TOWNSHIP PERMIT FEE IS WAIVED)

36. CONTRACTOR SHALL GIVE ALL REQUIRED NOTICES TO AGENCIES,

UTILITIES, AND/OR OTHER PARTIES AFFECTED BY THIS WORK OR THIS

CONTRACT.

37. WITHIN FIVE (5) WORKING DAYS FROM CONTRACT DATE, PREPARE AND

SUBMIT AN ESTIMATED PROGRESS SCHEDULE FOR THE WORK, WITH

SUB-SCHEDULES OF RELATED ACTIVITIES WHICH MAY AFFECT THE

PROGRESS.

38. MAINTAIN ALL SYSTEMS, SERVICES, AND UTILITIES IN WORKING ORDER.

IF IT BECOMES NECESSARY TO SHUT OFF A SYSTEM, SERVICE, OR

UTILITY AT ANY POINT DURING EXECUTION OF THE WORK, THE

CONTRACTOR WILL GIVE OWNER AT LEAST 72 HOURS NOTICE AND WILL

COORDINATE TO A REASONABLE EXTENT TO MINIMIZE INTERRUPTION

OF OWNER'S WORK/FACILITIES.

39. JOB SITE SAFETY AND PROCEDURES ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

40. MAINTAIN SAFE PROJECT SITE AT ALL TIMES. COMPLY WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL AGENCIES AND

ORDINANCES.

41. PROVIDE PROJECT SIGNS AS INDICATED AND WHERE REQUIRED BY

AUTHORITIES HAVING JURISDICTION. UNAUTHORIZED SIGNS ARE NOT

PERMITTED.

42. IF HAZARDOUS MATERIALS ARE DISCOVERED, BEYOND THOSE

INDICATED ELSEWHERE IN THESE DOCUMENTS, OR SUSPECTED TO

EXIST, IN AN AREA THAT WILL BE DISTURBED BY THE WORK,

CONTRACTOR MUST NOTIFY THE OWNER AND ENGINEER IMMEDIATELY

BEFORE PROCEEDING WITH THE WORK.

43. ALL ACCESS TO SCAFFOLDING / EQUIPMENT SHALL BE REMOVED

AND/OR SECURED PRIOR TO LEAVING THE SITE FOR THE DAY TO

PREVENT UNAUTHORIZED ACCESS.

44. NO MOTORIZED EQUIPMENT, VEHICLES, ETC. SHALL BE LEFT

UNATTENDED ON THE SITE WHILE UNLOCKED AND / OR WITH THE

ENGINE RUNNING.

45. MAINTAIN ACCESS TO DRIVEWAYS, BUILDING ENTRANCES, AND UTILITY

ACCESS POINTS AT ALL TIMES FOR EMERGENCY AND FOR TOWNSHIP'S

CONTINUED OPERATION OF THE FACILITY. DO NOT INTERRUPT ANY

UTILITIES.

46. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION

REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

ADJACENT BUILDINGS AND FACILITIES TO REMAIN.

47. CONTRACTOR SHALL PROTECT EXISTING SURFACES ADJACENT TO

CONTRACT AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

REPAIR / REPLACEMENT OF ANY DAMAGE.

48. PROTECT EXISTING VEGETATION AND TREES, EQUIPMENT,

STRUCTURES, CURBS, PAVEMENT, UTILITIES, AND OTHER

IMPROVEMENTS AT PROJECT SITE AND ON ADJACENT PROPERTIES,

EXCEPT THOSE INDICATED TO BE REMOVED OR ALTERED. REPAIR ANY

DAMAGE CAUSED BY THE WORK TO EXISTING FACILITIES.

49. PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND

CONDUCT CONSTRUCTION AS REQUIRED TO COMPLY WITH

ENVIRONMENTAL REGULATIONS AND THAT MINIMIZE POSSIBLE AIR,

WATERWAY, AND SUBSOIL CONTAMINATION OR POLLUTION OR OTHER

UNDESIRABLE EFFECTS.

50. PROVIDE TEMPORARY WEATHER-TIGHT ENCLOSURE FOR BUILDING

EXTERIOR WHERE WEATHER-TIGHT EXTERIOR IS TEMPORARILY

COMPROMISED BY THE WORK.

51. MAINTAIN A CLEAN WORK AREA, FREE OF DEBRIS ON THE GROUND,

ELIMINATING ANY POSSIBLE CONTACT BY OR WITH THE PUBLIC ON THE

SITE. CLEANUP SHALL BE CONTINUOUS, ON A DAILY BASIS.

52. USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY

MANUFACTURER OR FABRICATOR OF THE SURFACE TO BE CLEANED.

DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS

TO HEALTH OR PROPERTY OR THAT MIGHT DAMAGE FINISHED

SURFACES.

53. PROVIDE WASTE-COLLECTION CONTAINERS IN SIZES ADEQUATE TO

HANDLE WASTE FROM CONSTRUCTION OPERATIONS. COMPLY WITH

REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. LOCATIONS

TO BE AGREED WITH OWNER. CONTAINERS TO BE EMPTIED AS SOON

AS FULL.

54. CONDUCT FINAL CLEANING PRIOR TO SUBSTANTIAL COMPLETION. USE

CLEANING MATERIALS AND METHODS AS DESCRIBED BELOW AND

ELSEWHERE IN THE CONTRACT DOCUMENTS.

54.1. CLEAN PROJECT SITE, YARD, AND GROUNDS, IN AREAS DISTURBED

BY CONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPE

DEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIAL, LITTER, AND

OTHER FOREIGN SUBSTANCES.

54.2. SWEEP PAVED AREAS BROOM CLEAN. REMOVE PETROCHEMICAL

SPILLS, STAINS, AND OTHER FOREIGN DEPOSITS.

54.3. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND

SURPLUS MATERIAL FROM PROJECT SITE.

54.4. CLEAN EXPOSED HARD-SURFACED FINISHES TO A DIRT-FREE

CONDITION, FREE OF STAINS, FILMS, AND SIMILAR FOREIGN

SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF

EXTERIOR SURFACES. RESTORE REFLECTIVE SURFACES TO THEIR

ORIGINAL CONDITION.

55. CONTRACTOR GUARANTEES ALL MATERIALS AND WORKMANSHIP

ACCORDING TO THE CONTRACT DOCUMENTS FOR A PERIOD OF TWO (2)

YEARS.

SCALE:

LOCATION PLAN

NOT TO SCALE

WORK

AREA

APPROVED BY:

DRAWN BY:

DATE:

SCALE:

SHEET:

DRAWING NO.:

TOWNSHIP OF LOWER MERION

OFFICE OF THE TOWNSHIP ENGINEER

75 EAST LANCASTER AVENUE

ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003

BELMONT HILLS COMMUNITY CENTER

EXTERIOR WINDOW FRAME PAINTING

AND REPAIRS

50 ASHLAND AVENUE

BELMONT HILLS, PENNSYLVANIA 19004

07/27/2026

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SYMBOLS & ABBREVIATIONS

(NOT ALL USED)

AREA OF WORK, SEE KEY NOTES

ALIGN FACES OF ELEMENTS IN PLANE AS INDICATED

CENTER LINE

DETAIL OR DRAWING NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

ELEVATION DATUM

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

BLDG BUILDING

CJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CTR CENTER

DIA/Ø DIAMETER

DTLS DETAILS

DWGS DRAWINGS

EQ. EQUAL

HM HOLLOW METAL

IBC INTERNATIONAL BUILDING CODE

IEBC INTERNATIONAL EXISTING BUILDING CODE

INT. INTERIOR

MAX. MAXIMUM

MIN. MINIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MFGR. MANUFACTURER

MISC. MISCELLANEOUS

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

OC ON CENTER

P.T. PRESSURE TREATED

PTD. PAINTED

RD ROOF DRAIN

REQ'D REQUIRED

RM ROOM

SF SQUARE FEET

SIM. SIMILAR

SS STAINLESS STEEL

T.O.M. TOP OF MASONRY

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

W/ WITH

ALIGN

CL

GENERAL NOTES

A001

EME

JMS

AS NOTED

07/28/2026

SELECTIVE DEMOLITION

1. DEFINITIONS

1.1. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED

OR REINSTALLED.

1.2. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR

REUSE, AND REINSTALL WHERE INDICATED.

1.3. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE

SALVAGED OR REINSTALLED.

1.4. SALVAGE: CAREFULLY DETACH ITEMS FROM EXISTING

CONSTRUCTION. CLEAN SALVAGED ITEMS AND STORE IN SECURE

AREA, PROTECTED FROM ANY DAMAGE, UNTIL DELIVERY TO

OWNER.

2. UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES

PROPERTY OF CONTRACTOR.

3. PREDEMOLITION PHOTOGRAPHS OR VIDEO: SHOW EXISTING

CONDITIONS OF ADJOINING CONSTRUCTION, INCLUDING FINISHED

SURFACES, THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY

DEMOLITION OPERATIONS.

4. OWNER WILL OCCUPY PORTIONS OF SITE IMMEDIATELY ADJACENT TO

SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO

OWNER'S OPERATIONS WILL NOT BE DISRUPTED.

5. DO NOT DISTURB HAZARDOUS MATERIALS OR ITEMS SUSPECTED OF

CONTAINING HAZARDOUS MATERIALS EXCEPT UNDER PROCEDURES

SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS.

6. COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE

BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND

DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

COMPLY WITH ASSE A10.6 AND NFPA 241.

7. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE

EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE

METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF

GOVERNING REGULATIONS AND AS FOLLOWS:

7.1. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM

HIGHER TO LOWER LEVEL. COMPLETE SELECTIVE DEMOLITION

OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING

SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL.

7.2. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO

DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO

DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING

CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS

DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND

CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.

7.3. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO

CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED

SURFACES.

7.4. DO NOT USE CUTTING TORCHES.

7.5. REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS

OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.

7.6. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS

AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON

SUPPORTING WALLS, FLOORS, OR FRAMING.

7.7. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS

REGARDING RECYCLING AND DISPOSAL OF MATERIALS FOR EACH

DEMOLISHED MATERIAL.

7.8. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

7.9. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL

PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

7.10. DO NOT BURN DEMOLISHED MATERIALS.

8. ITEMS TO BE REINSTALLED:

8.1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE

FOR INTENDED REUSE.

8.2. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY

CONTENTS OF CONTAINERS.

8.3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND

STORAGE.

8.4. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH

INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND

EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND

MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM

FUNCTIONAL FOR USE INDICATED.

9. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO

REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE

DEMOLITION. WHEN PERMITTED BY ENGINEER, ITEMS MAY BE

REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING

SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR

ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE

COMPLETE.

PRODUCTS AND SPECIFICATIONS

REFERENCE PROJECT MANUAL FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

FOR EACH TYPE OF PRODUCT USED, SUBMIT PHYSICAL SAMPLES, PRODUCT

DATA SHEETS, AND SHOP DRAWINGS AS APPROPRIATE FOR REVIEW BY

ENGINEER AND OWNER PRIOR TO ORDERING OR INSTALLING EACH ITEM.

INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS

OF INDIVIDUAL COMPONENTS AND PROFILES, PART NUMBERS, AND

FINISHES, AND ANY OTHER PERTINENT INFORMATION.

REVIEW PERIOD SHALL BE A MINIMUM OF TWO (2) WEEKS.

DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE,

AVAILABLE FOR QUALITY-CONTROL COMPARISONS THROUGHOUT THE

COURSE OF CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO

DETERMINE FINAL ACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH

EACH SET.

SAMPLES THAT MAY BE INCORPORATED INTO THE WORK ARE INDICATED IN

INDIVIDUAL SPECIFICATION SECTIONS. SUCH SAMPLES MUST BE IN AN

UNDAMAGED CONDITION AT TIME OF USE.

SAMPLES NOT INCORPORATED INTO THE WORK OR NOT OTHERWISE

DESIGNATED AS OWNER'S PROPERTY, ARE THE PROPERTY OF

CONTRACTOR.

1. WOOD REPAIRS

1.1. REFER TO SPECIFICATION SECTION 062000 WOOD REPAIRS.

1.2. BASE BID TO ASSUME 50% OF PREVIOUSLY PAINTED WOOD WILL BE

BARE AND SOUND AFTER LEAD-BASED PAINT REMOVAL. PROVIDE

LEVEL 3.2 MINOR REPAIR METHOD REPAIRS TO THESE AREAS,

INCLUDING SANDING, CLEANING, AND EPOXY CONSOLIDANT.

1.3. PROVIDE OTHER WOOD REPAIRS AS INDICATED ON DRAWINGS.

1.4. PROVIDE CONTINGENCY PRICING PER SQUARE FOOT FOR 3.2 MINOR

REPAIR METHOD, 3.3 MEDIUM REPAIR METHOD, AND FOR 3.4 MAJOR

REPAIR METHOD.

1.5. IF AREAS REQUIRING ADDITIONAL REPAIRS THAT ARE NOT LISTED

ON THE DRAWINGS ARE DISCOVERED, NOTIFY ENGINEER AND

AGREE LEVEL OF REPAIR PRIOR TO PROCEEDING WITH THE WORK

IN THOSE AREAS.

2. JOINT SEALANTS:

2.1. PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND

MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS

WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES.

2.2. PROVIDE JOINT SEALANTS, PRIMERS, BACKINGS, AND OTHER

RELATED MATERIALS AS REQUIRED AND AS RECOMMENDED BY

MANUFACTURER THAT ARE COMPATIBLE WITH ONE ANOTHER AND

WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND

APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER

BASED ON TESTING AND FIELD EXPERIENCE.

2.3. JOINT SEALANTS TO BE SIKA SEALANTS, OR APPROVED EQUAL, OF

TYPE INDICATED BY APPLICATION LOCATION. COLOR TO BE

SELECTED BY OWNER FROM MFGR'S FULL RANGE OF STANDARD

COLORS.

2.3.1. ELASTOMERIC SEALANTS ARE TO BE NON-STAINING TO POROUS

SUBSTRATES. PROVIDE PRODUCTS THAT HAVE UNDERGONE

TESTING ACCORDING TO ASTM C 1248 AND HAVE NOT STAINED

POROUS JOINT SUBSTRATES INDICATED FOR PROJECT.

2.4. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE

NON-STAINING; ARE COMPATIBLE WITH JOINT SUBSTRATES,

SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE

APPROVED FOR APPLICATIONS INDICATED BY SEALANT

MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY

TESTING.

2.5. PROVIDE CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, OF TYPE

INDICATED BELOW AND OF SIZE AND DENSITY TO CONTROL

SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING

OPTIMUM SEALANT PERFORMANCE: TYPE C: CLOSED-CELL

MATERIAL WITH A SURFACE SKIN.

2.6. PROVIDE PRIMER: MATERIAL RECOMMENDED BY JOINT SEALANT

MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO

JOINT SUBSTRATES INDICATED, AS DETERMINED FROM

PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD

TESTS AND THROUGH MOCKUPS.

2.7. PROVIDE BOND-BREAKER TAPE AS NEEDED: POLYETHYLENE TAPE

OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT

MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO

RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT

BACK OF JOINT WHERE SUCH ADHESION WOULD RESULT IN

SEALANT FAILURE. PROVIDE SELF-ADHESIVE TAPE WHERE

APPLICABLE.

2.8. USE ONLY CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS

OF SEALANTS AND SEALANT BACKING MATERIALS, FREE OF OILY

RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR

HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS

SURFACES IN ANY WAY, AND FORMULATED TO PROMOTE OPTIMUM

ADHESION OF SEALANTS WITH JOINT SUBSTRATES.

2.9. PROVIDE MASKING TAPE AS NEEDED: NON-STAINING,

NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS

AND SURFACES ADJACENT TO JOINTS.

2.10. COMPLY WITH ASTM C 920 AND OTHER REQUIREMENTS INDICATED

FOR EACH LIQUID-APPLIED CHEMICALLY CURING SEALANT.

2.11. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT

SEALANTS TO COMPLY WITH JOINT SEALANT MANUFACTURER'S

WRITTEN INSTRUCTIONS.

2.11.1. REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES

THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANT,

INCLUDING DUST, PAINTS (EXCEPT FOR PERMANENT,

PROTECTIVE COATINGS TESTED AND APPROVED FOR SEALANT

ADHESION AND COMPATIBILITY BY SEALANT MANUFACTURER),

OLD JOINT SEALANTS, OIL, GREASE, WATERPROOFING, WATER

REPELLENTS, WATER, SURFACE DIRT, AND FROST.

2.11.2. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR

OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR

LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION

OF JOINT SEALANTS.

2.12. DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS UNDER

THE FOLLOWING CONDITIONS:

2.12.1. WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS

ARE OUTSIDE LIMITS PERMITTED BY JOINT-SEALANT

MANUFACTURER OR ARE BELOW 40 DEG F (5 DEG C).

2.12.2. WHEN JOINT SUBSTRATES ARE WET.

2.12.3. WHERE CONTAMINANTS CAPABLE OF INTERFERING WITH

ADHESION HAVE NOT YET BEEN REMOVED FROM JOINT

SUBSTRATES.

2.12.4. WHERE JOINT WIDTHS ARE GREATER THAN OR LESS THAN

THOSE ALLOWED BY JOINT SEALANT MANUFACTURER FOR

APPLICATIONS INDICATED.

2.13. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED

IN WRITING BY JOINT SEALANT MANUFACTURER, BASED ON

PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR

EXPERIENCE. APPLY PRIMER TO COMPLY WITH JOINT SEALANT

MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFINE PRIMERS TO

AREAS OF JOINT-SEALANT BOND; DO NOT ALLOW SPILLAGE OR

MIGRATION ONTO ADJOINING SURFACES.

2.14. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO

PREVENT CONTACT OF SEALANT WITH ADJOINING SURFACES THAT

OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY

SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE

SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING

WITHOUT DISTURBING JOINT SEAL.

2.15. INSTALL SEALANT BACKINGS OF TYPE INDICATED TO SUPPORT

SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO

PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED

SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM

SEALANT MOVEMENT CAPABILITY. DO NOT LEAVE GAPS BETWEEN

ENDS OF SEALANT BACKINGS. DO NOT STRETCH, TWIST, PUNCTURE,

OR TEAR SEALANT BACKINGS.

2.16. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET

BEFORE SEALANT APPLICATION AND REPLACE THEM WITH DRY

MATERIALS.

2.17. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT

BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACK OF

JOINTS.

2.18. INSTALL SEALANTS BY PROVEN TECHNIQUES. COMPLY WITH

RECOMMENDATIONS OF ASTM C 1193 FOR USE OF JOINT SEALANTS

AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS

INDICATED, AT THE SAME TIME BACKINGS ARE INSTALLED, AND TO

COMPLY WITH THE FOLLOWING:

2.18.1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY

WET JOINT SUBSTRATES.

2.18.2. COMPLETELY FILL RECESSES PROVIDED FOR EACH JOINT

CONFIGURATION.

2.18.3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS

RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT

MOVEMENT CAPABILITY.

2.19. IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING

OR CURING BEGINS, TOOL SEALANTS TO FORM SMOOTH, UNIFORM

BEADS OF CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS;

AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES

OF JOINT.

2.20. REMOVE EXCESS SEALANTS FROM SURFACES ADJACENT TO JOINT.

USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY

SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS

OR ADJACENT SURFACES.

2.21. PROVIDE CONCAVE JOINT CONFIGURATION PER FIGURE 8A IN

ASTM C 1193, UNLESS OTHERWISE INDICATED.

2.22. CLEAN OFF EXCESS SEALANTS OR SEALANT SMEARS ADJACENT TO

JOINTS AS THE WORK PROGRESSES BY METHODS AND WITH

CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS

OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR.

2.23. PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD

FROM CONTACT WITH CONTAMINATING SUBSTANCES AND FROM

DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR

OTHER CAUSES SO SEALANTS ARE WITHOUT DETERIORATION OR

DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH

PROTECTION, DAMAGE OR DETERIORATION OCCURS, CUT OUT AND

REMOVE DAMAGED OR DETERIORATED JOINT SEALANTS

IMMEDIATELY. REINSTALL JOINT SEALANTS SO INSTALLATIONS WITH

REPAIRED AREAS ARE INDISTINGUISHABLE FROM THE ORIGINAL

WORK.

3. LEAD-BASED PAINT REMEDIATION

3.1. AREAS OF THIS PROJECT ARE KNOWN TO CONTAIN LEAD. REFER TO

SPECIFICATION SECTION 020850 REMOVAL OF HAZARDOUS

MATERIALS FOR ACTIVITIES TO BE COMPLETED PRIOR TO AND

DURING THE WORK.

3.2. DEFINITIONS:

3.2.1. 'INTACT UNDERLYING SUBSTRATE', 'INTACT SUBSTRATE', AND

'STABLE SUBSTRATE' SHALL BE USED INTERCHANGEABLY AND

SHALL MEAN A SUBSTRATE FREE FROM ALL DETRIMENTAL

FOREIGN MATERIAL, INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING:

3.2.1.1. DIRT, GREASE, DUST, SOAP, OIL BUILDUP, AND ANY OTHER

FOREIGN MATERIALS.

3.2.1.2. LOOSE, FLAKING PAINT, AND POWDERY SUBSTANCES.

3.2.1.3. PAINT THAT HAS BUBBLES OR CRACKS.

3.2.1.4. PAINT THAT CAN BE REMOVED BY A PULL TEST USING 1"

WIDE PRESSURE SENSITIVE TAPE WITH AN ADHESIVE PEEL

STRENGTH OF AT LEAST 3.2 N/cm AND 90 SECOND DWELL

TIME.

4. PAINT

4.1. REFER TO SPECIFICATION SECTION 090190.52 MAINTENANCE

REPAINTING.

APPROVED BY:

DRAWN BY:

DATE:

SCALE:

SHEET:

DRAWING NO.:

TOWNSHIP OF LOWER MERION

OFFICE OF THE TOWNSHIP ENGINEER

75 EAST LANCASTER AVENUE

ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003

BELMONT HILLS COMMUNITY CENTER

EXTERIOR WINDOW FRAME PAINTING

AND REPAIRS

50 ASHLAND AVENUE

BELMONT HILLS, PENNSYLVANIA 19004

07/27/2026

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GENERAL NOTES CONTINUTED

A002

EME

JMS

AS NOTED

NIC100 NIC NIC NIC NIC NIC NIC NIC 109 110 111

NIC NIC NIC NIC NIC NIC NIC NIC NIC NIC

200 201 202 203 204 205 206 207 208 209 210 211

ASHLAND AVE

NEW WORK KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

REMOVE LOOSE PAINT ON EXTERIOR EXPOSED WOOD

SURFACES OF ENTIRE WINDOW. REPAIR WOOD AS

NOTED AND AS A CONTINGENCY ITEM. PREPARE, CLEAN,

AND PAINT EXTERIOR WOOD FACES. WHERE

APPLICABLE, EXISTING STORM WINDOW AND WOOD

CONCEALED BEHIND STORM WINDOW, INCLUDING WOOD

WINDOW SASHES, TO REMAIN AND BE PROTECTED (NIC).

SELECTIVE JOINT REPLACEMENT: BEFORE PAINTING,

RAKE OUT DETERIORATED MORTAR WHERE INDICATED

AT JOINT BETWEEN WOOD FRAME AND MASONRY

OPENING. AFTER PAINTING PER KEY NOTE #1, INSTALL

BACKER ROD AND JOINT SEALANT. EXISTING MORTAR

JOINTS IN SOUND CONDITION SHALL REMAIN AND BE

PROTECTED.

AFTER PAINTING PER KEY NOTE #1, PROVIDE SEALANT AT

JOINT BETWEEN WOOD FRAME AND MASONRY.

IN AREA INDICATED: REMOVE ALL IVY, VINES, AND OTHER

CLIMBING PLANTS FROM WITHIN TWO FEET OF FACE OF

BUILDING.

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.2 MINOR REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.3 MEDIUM REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.4 MAJOR REPAIR

METHOD

ALTERNATE KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

CLEAN ALL WOOD TRIM IN AREA INDICATED, INCLUDING

UNDERSIDE OF ROOF, RAFTERS, ETC. AT PORCH OVERHANG,

TAKING CARE NOT TO DISTURB THE PAINT.

REMOVE PAINT FROM ALL WOOD TRIM IN AREA INDICATED,

INCLUDING UNDERSIDE OF ROOF, RAFTERS, ETC. DOWN TO

STABLE SUBSTRATE, PREPARE, AND REPAINT.

PREPARE AND REPAINT METAL DOOR AND FRAME, EXTERIOR

SURFACES ONLY. REMOVE RUST, CORROSION, AND CLEAN

PRIOR TO REPAINTING. PROVIDE ONE COAT OF PRIMER AND

TWO FINISH COATS. PAINT SYSTEM TO BE

SHERWIN-WILLIAMS KEM BOND HS PRIMER AND PRO

INDUSTRIAL HS ALKYD TOP COAT, OR APPROVED EQUAL

PAINT SYSTEM.

ALL THE WORK OF SHEET A102A-4

A-3

A-2

A-1

APPROVED BY:

DRAWN BY:

DATE:

SCALE:

SHEET:

DRAWING NO.:

TOWNSHIP OF LOWER MERION

OFFICE OF THE TOWNSHIP ENGINEER

75 EAST LANCASTER AVENUE

ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003

BELMONT HILLS COMMUNITY CENTER

EXTERIOR WINDOW FRAME PAINTING

AND REPAIRS

50 ASHLAND AVENUE

BELMONT HILLS, PENNSYLVANIA 19004

07/27/2026

U :\A cc ou nt s\

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SCALE: NOT TO SCALEA100

NORTH ELEVATION1

SCALE: NOT TO SCALEA100

TYPICAL WINDOW: 201,

202, 204, 206, 208, 2097

NORTH WINDOW REPAIRS

A100

EME

JMS

SCALE:

KEY PLAN

NOT TO SCALE

A100

SCALE: NOT TO SCALEA100

WINDOW 2006

SCALE: NOT TO SCALEA100

WINDOW 1003

SCALE: NOT TO SCALEA100

WINDOW 1094

SCALE: NOT TO SCALEA100

TYPICAL WINDOW: 110,1115

SCALE: NOT TO SCALEA100

WINDOW 21111

SCALE: NOT TO SCALEA100

WINDOW 21010

SCALE: NOT TO SCALEA100

TYPICAL WINDOW: 203, 2078

SCALE: NOT TO SCALEA100

WINDOW 2059

3 3 3

2 2

1 1

1 1

SCALE: NOT TO SCALEA100

PORCH P0012

P001

AS NOTED

A-1

A-2

ASHLAND AVE

NEW WORK KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

REMOVE LOOSE PAINT ON EXTERIOR EXPOSED WOOD

SURFACES OF ENTIRE WINDOW. REPAIR WOOD AS

NOTED AND AS A CONTINGENCY ITEM. PREPARE, CLEAN,

AND PAINT EXTERIOR WOOD FACES. WHERE

APPLICABLE, EXISTING STORM WINDOW AND WOOD

CONCEALED BEHIND STORM WINDOW, INCLUDING WOOD

WINDOW SASHES, TO REMAIN AND BE PROTECTED (NIC).

SELECTIVE JOINT REPLACEMENT: BEFORE PAINTING,

RAKE OUT DETERIORATED MORTAR WHERE INDICATED

AT JOINT BETWEEN WOOD FRAME AND MASONRY

OPENING. AFTER PAINTING PER KEY NOTE #1, INSTALL

BACKER ROD AND JOINT SEALANT. EXISTING MORTAR

JOINTS IN SOUND CONDITION SHALL REMAIN AND BE

PROTECTED.

AFTER PAINTING PER KEY NOTE #1, PROVIDE SEALANT AT

JOINT BETWEEN WOOD FRAME AND MASONRY.

IN AREA INDICATED: REMOVE ALL IVY, VINES, AND OTHER

CLIMBING PLANTS FROM WITHIN TWO FEET OF FACE OF

BUILDING.

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.2 MINOR REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.3 MEDIUM REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.4 MAJOR REPAIR

METHOD

ALTERNATE KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

CLEAN ALL WOOD TRIM IN AREA INDICATED, INCLUDING

UNDERSIDE OF ROOF, RAFTERS, ETC. AT PORCH OVERHANG,

TAKING CARE NOT TO DISTURB THE PAINT.

REMOVE PAINT FROM ALL WOOD TRIM IN AREA INDICATED,

INCLUDING UNDERSIDE OF ROOF, RAFTERS, ETC. DOWN TO

STABLE SUBSTRATE, PREPARE, AND REPAINT.

PREPARE AND REPAINT METAL DOOR AND FRAME, EXTERIOR

SURFACES ONLY. REMOVE RUST, CORROSION, AND CLEAN

PRIOR TO REPAINTING. PROVIDE ONE COAT OF PRIMER AND

TWO FINISH COATS. PAINT SYSTEM TO BE

SHERWIN-WILLIAMS KEM BOND HS PRIMER AND PRO

INDUSTRIAL HS ALKYD TOP COAT, OR APPROVED EQUAL

PAINT SYSTEM.

ALL THE WORK OF SHEET A102A-4

A-3

A-2

A-1

NIC NIC

223 224

SCALE: NOT TO SCALEA101

EAST ELEVATION1

EAST AND WEST WINDOW REPAIR

A101

EME

JMS

APPROVED BY:

DRAWN BY:

DATE:

SCALE:

SHEET:

DRAWING NO.:

TOWNSHIP OF LOWER MERION

OFFICE OF THE TOWNSHIP ENGINEER

75 EAST LANCASTER AVENUE

ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003

BELMONT HILLS COMMUNITY CENTER

EXTERIOR WINDOW FRAME PAINTING

AND REPAIRS

50 ASHLAND AVENUE

BELMONT HILLS, PENNSYLVANIA 19004

07/27/2026

U :\A cc ou nt s\

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SCALE:

KEY PLAN

NOT TO SCALE

A101

SCALE: NOT TO SCALEA101

WINDOW 2136

SCALE: NOT TO SCALEA101

WINDOW 995

SCALE: NOT TO SCALEA101

WEST ELEVATION2

SCALE: NOT TO SCALEA101

PORCH P0023

SCALE: NOT TO SCALEA101

WINDOW 2227

SCALE: NOT TO SCALEA101

WINDOW 2238

SCALE: NOT TO SCALEA101

WINDOW 2249

SCALE: NOT TO SCALEA101

PORCH P0034

(SIM)

P003

P002

A101

AS NOTED

A-1 A-2

116 118 119 120 121 122 123 124

215 216 217 218 219 220 221

ASHLAND AVE

NEW WORK KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

REMOVE LOOSE PAINT ON EXTERIOR EXPOSED WOOD

SURFACES OF ENTIRE WINDOW. REPAIR WOOD AS

NOTED AND AS A CONTINGENCY ITEM. PREPARE, CLEAN,

AND PAINT EXTERIOR WOOD FACES. WHERE

APPLICABLE, EXISTING STORM WINDOW AND WOOD

CONCEALED BEHIND STORM WINDOW, INCLUDING WOOD

WINDOW SASHES, TO REMAIN AND BE PROTECTED (NIC).

SELECTIVE JOINT REPLACEMENT: BEFORE PAINTING,

RAKE OUT DETERIORATED MORTAR WHERE INDICATED

AT JOINT BETWEEN WOOD FRAME AND MASONRY

OPENING. AFTER PAINTING PER KEY NOTE #1, INSTALL

BACKER ROD AND JOINT SEALANT. EXISTING MORTAR

JOINTS IN SOUND CONDITION SHALL REMAIN AND BE

PROTECTED.

AFTER PAINTING PER KEY NOTE #1, PROVIDE SEALANT AT

JOINT BETWEEN WOOD FRAME AND MASONRY.

IN AREA INDICATED: REMOVE ALL IVY, VINES, AND OTHER

CLIMBING PLANTS FROM WITHIN TWO FEET OF FACE OF

BUILDING.

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.2 MINOR REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.3 MEDIUM REPAIR

METHOD

PRIOR TO PAINTING, PROVIDE WOOD REPAIRS PER

SPECIFICATION SECTION 062000 - 3.4 MAJOR REPAIR

METHOD

ALTERNATE KEY NOTES

ALL WORK IN THESE NOTES TO BE PERFORMED ACCORDING TO

PROJECT NOTES AND SPECIFICATIONS.

CLEAN ALL WOOD TRIM IN AREA INDICATED, INCLUDING

UNDERSIDE OF ROOF, RAFTERS, ETC. AT PORCH OVERHANG,

TAKING CARE NOT TO DISTURB THE PAINT.

REMOVE PAINT FROM ALL WOOD TRIM IN AREA INDICATED,

INCLUDING UNDERSIDE OF ROOF, RAFTERS, ETC. DOWN TO

STABLE SUBSTRATE, PREPARE, AND REPAINT.

PREPARE AND REPAINT METAL DOOR AND FRAME, EXTERIOR

SURFACES ONLY. REMOVE RUST, CORROSION, AND CLEAN

PRIOR TO REPAINTING. PROVIDE ONE COAT OF PRIMER AND

TWO FINISH COATS. PAINT SYSTEM TO BE

SHERWIN-WILLIAMS KEM BOND HS PRIMER AND PRO

INDUSTRIAL HS ALKYD TOP COAT, OR APPROVED EQUAL

PAINT SYSTEM.

ALL THE WORK OF SHEET A102A-4

A-3

A-2

A-1

SCALE: NOT TO SCALEA102

REAR ELEVATION 1B1B

REAR WINDOW REPAIRS

A102

EME

JMS

APPROVED BY:

DRAWN BY:

DATE:

SCALE:

SHEET:

DRAWING NO.:

TOWNSHIP OF LOWER MERION

OFFICE OF THE TOWNSHIP ENGINEER

75 EAST LANCASTER AVENUE

ARDMORE, MONTGOMERY COUNTY, PENNSYLVANIA 19003

BELMONT HILLS COMMUNITY CENTER

EXTERIOR WINDOW FRAME PAINTING

AND REPAIRS

50 ASHLAND AVENUE

BELMONT HILLS, PENNSYLVANIA 19004

07/27/2026

U :\A cc ou nt s\

LO

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SCALE:

KEY PLAN

NOT TO SCALE

1B A102

SCALE: NOT TO SCALEA102

WINDOW: 12514

SCALE: NOT TO SCALEA102

WINDOW 12615

SCALE: NOT TO SCALEA102

WINDOW 1155

SCALE: NOT TO SCALEA102

WINDOW 1166

SCALE: NOT TO SCALEA102

WINDOW 1177

SCALE: NOT TO SCALEA102

TYPICAL WINDOW:

118, 1218

SCALE: NOT TO SCALEA102

WINDOW 12413

SCALE: NOT TO SCALEA102

WINDOW 21417

SCALE: NOT TO SCALEA102

WINDOW 21518

SCALE: NOT TO SCALEA102

TYPICAL WINDOW:

216, 217, 218, 22119

SCALE: NOT TO SCALEA102

DOOR 3002

SCALE: NOT TO SCALEA102

WINDOW 21920

SCALE: NOT TO SCALEA102

WINDOW 1199

SCALE: NOT TO SCALEA102

WINDOW 12312

SCALE: NOT TO SCALEA102

WINDOW 22021

SCALE: NOT TO SCALEA102

WINDOW 12211

NOTE: ALL WORK ON THIS SHEET IS TO BE

PERFORMED AS ALTERNATE A-4

SCALE: NOT TO SCALEA102

WINDOW 1133

SCALE: NOT TO SCALEA102

WINDOW 1144

SCALE: NOT TO SCALEA102

WINDOW 21216

1A A102

3 2

2 3

3 2

1 1 1 1

1 1 1

1 1

5 5 6

6 5

(SIM)

AS NOTED

SCALE: NOT TO SCALEA102

WINDOW 12010

SCALE: NOT TO SCALEA102

REAR ELEVATION 1A1A

A-3