A06_Drawings.pdf

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408 LOCUST STREET

NORTH ELEVATION

COVER SHEET - SITE LOCATION

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

INDEPENDENCE NATIONAL HISTORICAL PARK (nts)

PHILADELPHIA, PA. (nts)

SITE ON LOCUST STREET (nts)

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G2

408 LOCUST STREET

NORTH ELEVATION

COVER SHEET - SITE LOCATION

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

LOCUST STREET VIEW

NOT TO SCALE

G2

COURTYARD VIEW

NOT TO SCALE

G2

COURTYARD VIEW

NOT TO SCALE

G2

COURTYARD VIEW

NOT TO SCALE

G2

GENERAL NOTES FOR 408 LOCUST STREET

1. 408 LOCUST STREET IS ON THE LIST OF CERTIFIED STRUCTURES, INDEPENDENCE NATIONAL HISTORICAL PARK AND IS LISTED AS A CONTRIBUTING STRUCTURE TO THE PARK'S NOMINATION TO THE NATIONAL

REGISTER. ALL WORK IS EXPECTED TO BE OF THE HIGHEST QUALITY.

2. THE CONTRACTOR SHALL HAVE USE OF THE SITE BETWEEN THE HOURS OF 7:00 AM AND 5:00 PM MONDAY

THROUGH FRIDAY DURING THE PERIOD OF PERFORMANCE. NO WORK IS TO BE PERFORMED ON

WEEKENDS OR FEDERAL HOLIDAYS UNLESS BY WRITTEN PERMISSION FROM THE PARK, SCHEDULED AT

LEAST 72 HOURS IN ADVANCE OF SUCH WORK.

3. NO PARKING IS ALLOWED ON PARK PROPERTY INCLUDING SIDEWALKS AND ROADWAYS. THE

CONTRACTOR MAY ARRANGE FOR PARKING PERMITS FOR ON STREET PARKING (CITY STREETS) THROUGH

THE CITY OF PHILADELPHIA PARKING AUTHORITY.

4. ALL WALKWAYS AND SIDEWALKS IN AND AROUND THE SITE ARE TO REMAIN OPEN TO THE PUBLIC AND RESIDENTS AND FREE OF DEBRIS AND OBSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE OVERHEAD

PROTECTION (NETTING AND PEDESTRIAN BRIDGING) FOR HIS SCAFFOLDING.

5. PROTECT SITE FEATURES, WALKS, TREES AND OTHER PLANTINGS FROM DAMAGE. PROVIDE WRITTEN

DESCRIPTION OF PROTECTIVE MEASURES TO THE COR FOR APPROVAL.

6. THE HOUSE AT 408 LOCUST STREET IS USED AS A PRIVATE RESIDENCE FOR PARK EMPLOYEES. AS SUCH

THE INTERIOR OF THE BUILDING IS NOT ACCESSIBLE TO THE CONTRACTOR UNLESS PRIOR

ARRANGEMENTS HAVE BEEN MADE THROUGH THE PARK AT LEAST 48 HOURS IN ADVANCE. THE

CONTRACTOR AND HIS PERSONNEL SHALL RESPECT THE PRIVACY OF THE RESIDENTS. MINIMIZE

DISTURBANCES TO THE RESIDENTS BY SCHEDULING LOUDER WORK AFTER 9 AM.

7. SMOKING AND/OR VAPING IS PROHIBITED ANYWHERE ON THE SITE EXCEPT IN DESIGNATED SMOKING

AREA(S) ESTABLISHED AT THE CONTRACTOR'S REQUEST. IF ESTABLISHED IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO KEEP THE AREA CLEAN AND FREE OF TRASH.

8. THESE DRAWINGS HAVE BEEN PREPARED BASED ON EXISTING DRAWINGS AND SELECT FIELD

MEASUREMENTS AND ARE NOT TO BE SCALED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES

PRIOR TO BEGINNING THE WORK.

9. GENERAL CONTRACTOR (G.C.) SHALL PROTECT EXISTING ASSEMBLIES, MATERIALS, FINISHES AND WALLS TO REMAIN FOR DURATION OF WORK. ANY DAMAGES INCURRED DURING CONSTRUCTION SHALL BE

REPAIRED/RESTORED AT THE CONTRACTORS EXPENSE.

10. COORDINATE ALL SELECTIVE REMOVAL WORK WITH THE EXTENT OF ALL NEW WORK..

11. ALL REMOVALS AND DEMOLITION SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER.

12. THE WORD 'REMOVE', FOR THE PURPOSES OF THE DEMOLITION DRAWINGS, MEANS TO REMOVE ITEMS

FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFFSITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. 'REMOVE AND SALVAGE' MEANS TO DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO CONTRACTING OFFICER AT LOCATIONS IDENTIFIED BY THE CONTRACTING OFFICER. 'REMOVE AND REINSTALL' MEANS TO DETACH ITEMS FROM CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL THEM WHERE INDICATED. SEE SPECIFIC

REFERENCED NOTES RELATED TO EACH CONDITION.

13. DASHED LINES INDICATE APPROXIMATE OUTLINE OF ROOFING AREAS TO BE DEMOLISHED. THE SCOPE OF

WORK AT THESE AREAS IS TO REMOVE ROOFING MATERIAL AND UNDERLAYMENTS DOWN TO WOOD

DECKING, REMOVE METAL AND OTHER FLASHINGS AND COUNTER FLASHINGS, REMOVE FASTENERS, CAULKING AND OTHER ACCESSORIES RELATING TO INSTALLATION OF EXISTING ROOFING.

14. EXISTING WOOD ROOF DECKING IS TO REMAIN, EXCEPT WHERE NOTED TO BE REMOVED. IT IS ANTICIPATED THAT SOME DECKING NOT SHOWN TO BE REMOVED IS DETERIORATED AND WILL REQUIRE

REPLACEMENT. SEE ROOFING DRAWINGS AND SPECIFICATIONS FOR QUANTITY OF REPLACEMENT

DECKING; REMOVE EXISTING DECKING ACCORDINGLY.

15. THE CONTRACTOR SHALL SCHEDULE REMOVAL WORK TO ALLOW CONTRACTING OFFICER TO INSPECT

AREAS OF DETERIORATED WOOD DECKING, FRAMING, CORNICES AND SOFFITS.

16. IT IS NOT THE INTENT OF THE DEMOLITION DRAWING TO SHOW ALL MATERIAL THAT MIGHT NEED TO BE REMOVED (WHETHER REINSTALLED OR NOT) AS PART OF THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REINSTALL MATERIAL AS NECESSARY FOR THE WORK ON ADJACENT

COMPONENTS OR TO ACCESS AREAS OF THE ROOF FOR INSTALLATION OF NEW WORK. THIS IS

CONSIDERED TO BE PART OF THE CONTRACTOR'S MEANS AND METHODS. ADDITIONALLY, ANY REMOVALS THAT ARE REQUIRED AS PART OF CUTTING AND PATCHING ARE TO BE INCLUDED, EVEN IF NOT

SPECIFICALLY IDENTIFIED ON THE DRAWINGS.

17. ALL PAINTED SURFACES ARE ASSUMED TO BE COATED WITH LEAD BASED PAINT AND ALL WORK

IMPACTING THESE SURFACES SHALL BE COMPLETED IN ACCORDANCE WITH OSHA'S LEAD IN

CONSTRUCTION STANDARD (29 CFR 1926.62). aT HIS OPION THE CONTRACTOR MAY TEST THE PAINTS FOR LEAD AND IF FOUND TO BE BELOW ACTION LEVELS ADJUST HIS MEANS AND METHODS ACCORDINGLY.

CAREFULLY CUT BACK TO SOUND

WOOD TO REMOVE EXISTING

DETERIORATED WD. CORNICE TRIM,

MOLDINGS, MODILLION BLOCKS AND

WD. BLOCKING. MAKE CUTS NEAT AND

TRUE, READY TO RECEIVE NEW

MOLDINGS. USE SCARF OR BEVELED

CUTS FOR RUNNING TRIM OR

EXPOSED BOARDS.

INSTALL TEMPORARY POLYVINYL

CHLORIDE FLEXIBLE PIPE AT

DOWNSPOUT LOCATION. CONNECT

PIPE FROM CORNICE OUTLET TO

GRADE DRAIN. FLEXIBLE PIPE SHALL

REMAIN INSTALLED FOR DOWNSPOUT

REMOVAL.

CAREFULLY REMOVE EXISTING

CHIMNEY CAP. DO NOT DAMAGE

EXISTING MASONRY CAP OR FLUES.

LEAD PAINT, SCRAPE, CLEAN & PREP

FOR NEW PAINT, PROPERLY CONTAIN

AND DISPOSE OF PAINT DEBRIS. LEAD

ABATEMENT/CONTROL PLAN

REQUIRED.

LINE OF EXISTING ADJACENT

BUILDING MINOR MASONRY REPAIRS

REQUIRED, QUANTITIES OF WORK ARE

PART OF BASIS OF BID .

D1

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

NORTH ELEVATION

0' 2'1' 3' 4' 5' 10'

DORMER DETAIL

NOT TO SCALE

D1

D1

D1

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9/25/10 rev. 10/28/20

D1

408 LOCUST STREET

NORTH ELEVATION

DEMO DRAWING

INDEPENDENCE NATIONAL HISTORICAL PARK

xxx xxx,xxx

CORNICE DETAIL

NOT TO SCALE

D1

NORTH CHIMNEY

NOT TO SCALE

D1

REMOVE EXISTING STEP FLASHING

FROM CHIMNEY AND CLEAN REGLETS

TO RECEIVE NEW STEPPED FLASHING.

REMOVE COUNTER AND CLEAN

REGLET TO RECEIVE NEW COUNTER

FLASHING, TYP. WHERE FOUND.

REMOVE EXISTING STANDING SEAM

METAL ROOF

CAREFULLY REMOVE DORMER CHEEK

BOARDS AS REQUIRED TO ALLOW FOR

INSTALLATION OF NEW DORMER

FLASHING

REMOVE EXISTING WOOD SASH FOR

RESTORATION. INSTALL TEMPORARY

PLYWOOD PANEL AT OPENING FOR

DURATION OF WINDOW RESTORATION

REMOVE EXISTING STANDING SEAM

METAL ROOF

CAREFULLY REMOVE EXISTING SPARK

ARRESTOR AND CEMENT CHIMNEY

CAP. DO NOT DAMAGE EXISTING

MASONRY .OR FLUES.

REMOVE EXISTING

DOWNSPOUT

EXISTING 410 LOCUST STREET PARTY

WALL. CUT BACK FAILED OR MISSING

MORTAR JOINTS TO PREPARE FOR

RE-POINTING.

FLASHING WORK

AT PARTY WALL

NOT TO SCALE

D1

CAREFULLY REMOVE METAL

COUNTERFLASHING AND STEPPED

FLASHING FULL SLOPE OF ROOF.

PROVIDE NEW METAL STEPPED AND

COUNTERFLASHING

REMOVE STANDING SEAM METAL

ROOF

EAST CORNICE TERMINATION

NOT TO SCALE

D1

REMOVE EXISTING POLE

GUTTER/ROOF

TERMINATION. PROVIDE

NEW METAL TERMINATION.

USE EXISTING AS PATTERN

FOR FABRICATION OF NEW

CUT BACK DETERIORATED WD. TRIM

TO SOUND MATERIAL. MAKE CUTS

NEAT AND TRUE READY TO RECEIVE

WD. PATCH. USE SCARF OR BEVELED

CUTS FOR RUNNING TRIM AND FINISH

BOARDS. TYP WHERE FOUND.

REMOVE DETERIORATED DORMER

CHEEK BOARDS IN THEIR ENTIRETY

AS REQUIRED.

CUT OUT FAILED OR UNBONDED

MORTAR JOINTS TO A MIN 34" DEPTH

AND MAKE READY TO RECEIVE NEW

MORTAR. BASIS OF BID QUANTIES

APPLY TO THIS WORK.

AFTER REMOVAL OF THE STANDING

SEAM METAL ROOF INSPECT POLE

GUTTER SUBSTRATE AND ROOF DECK.

REMOVE DETERIORATED SECTIONS AS

REQUIRED. SEE BASIS OF BID.

LEAD PAINT, SCRAPE, CLEAN

& PREP FOR NEW PAINT,

PROPERLY CONTAIN AND

DISPOSE OF PAINT DEBRIS.

LEAD ABATEMENT/CONTROL

PLAN REQUIRED.

INSPECT EXISTING CORNICE

FOR DETERIORATED,

DAMAGED, ROTTED OR LOOSE

WOOD. LEAVE IN PLACE WOOD

THAT CAN BE REPAIRED BY

GLUING OR FILLING CRACKS

AND CHECKS. CUT OUT WOOD

DAMAGED BEYOND REPAIR.

CUTS SHALL BE FROM

BEARING/ATTACHMENT POINT

TO BEARING/ATTACHMENT

POINT.

CUT BACK DETERIORATED TRIM TO

SOUND WOOD.

REMOVE EXISTING METAL

WALL CAP FLASHING

INSPECT RAKE BOARDS

AFTER REMOVAL OF CAP

FLASHING OR ROOF, REPORT

ON CONDITION TO COR.

BASIS OF BID APPLIES TO

REPAIRS.

CAREFULLY REMOVE EXISTING

CAP FLASHING & NAILER TO

MINIMIZE DAMAGE TO EXISTING

MASONRY PARAPET WALL.

INSPECT MASONRY AND REPORT

CONDITION TO COR. REQUIRED

MASONRY REPAIRS ARE PART OF

BASIS OF BID QUANTITIES.

INSPECT EXISTING FLASHING

AND REPORT CONDITION TO COR.

CLEAN EXISTING CAULK/SEALANT

FROM REGLETS AND PREPARE

METAL TO RECEIVE NEW CAULK

AND PAINT.

D2

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

SOUTH ELEVATION

0' 2'1' 3' 4' 5' 10'

SHED ROOF DETAIL

NOT TO SCALE

D2

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D2

408 LOCUST STREET

SOUTH ELEVATION

DEMO DRAWING

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

SOUTH ROOF PARAPET

NOT TO SCALE

D2

EXISTING PARAPET DETAIL

NOT TO SCALE

D2

CAREFULLY REMOVE EXISTING

FLAT SEAM METAL ROOF

INCLUDING ALL CLIPS, NAILS AND

CANTS. INSPECT DECK AND

REPORT CONDITION TO COR.

REQUIRED REPAIRS ARE PART OF

BASIS OF BID QUANTITIES.

RAKE OUT AND REPOINT

DETERIORATED MORTAR

JOINTS AT CHIMNEY

INSPECT EXISTING SHEET METAL

POLE GUTTER AND METAL ROOF

INCLUDING EDGE CONDITIONS.

REPORT CONDITION TO COR.

PREPARE METAL SURFACES TO

RECEIVE NEW PAINT.

REMOVE ALL LOOSE, FAILED

PAINT. PREP TO PREPARE

FOR NEW FINISHES.

REMOVE METAL

DOWNSPOUT

REMOVE EXISTING

STANDING SEAM METAL

ROOF AND FLASHINGS.

INSPECT ROOF DECK AND

REPORT CONDITION TO

COR.

REMOVE EXISTING

METAL DOWNSPOUT

INSPECT EXISTING SHEET

METAL POLE GUTTER AND

SHEET METAL ROOF. SEE

DETAIL 4/D2.

REMOVE EXISTING

METAL DOWNSPOUT

CAREFULLY REMOVE EXISTING

CEMENT CHIMNEY CAP. DO

NOT DAMAGE EXISTING

MASONRY CAP BELOW

SEE DETAIL 2/D2 & 3/D2 FOR

WORK AT WALL CAP

CUT BACK FAILED MASONRY

JOINTS TO MAKE READY FOR

RE-POINTING.

REMOVE ALL LOOSE, FAILED

PAINT. PREP TO PREPARE

FOR NEW FINISHES. TYP.

ALL SURFACES OF AWNING

ROOF.

INSPECT EXISTING RAKE

BOARDS AND REPORT

CONDITION TO COR.

REPAIRS ARE PART OF

BASIS OF BID QUANTITIES.

PREP FOR NEW PAINT.

EXISTING SHED ROOF

NOT TO SCALE

D2

INSPECT EXISTING SHEET METAL ROOF

INCLUDING EDGE CONDITIONS AND

FLASHING. REPORT CONDITION TO COR.

PREPARE METAL SURFACES TO RECEIVE

NEW PAINT. REMOVE EXISTING CAULK @

REGLET AND MAKE READY TO RECIEVE

NEW CAULK.

REMOVE ALL LOOSE, FAILED PAINT.

PREP TO PREPARE FOR NEW FINISHES.

TYP. @ ALL WOOD SURFACES

INCLUDING UNDERSIDE OF SHED ROOF.

0' 2'1' 3' 4' 5' 10'

REMOVE FLAT

SEAM METAL ROOF

AT DORMER. SEE

4/D1 FOR REMOVAL

WORK.

CAREFULLY REMOVE

EXISTING CEMENT

CHIMNEY CAP. DO NOT

DAMAGE EXISTING

MASONRY CAP BELOW

AND FLUES

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D3

408 LOCUST STREET

WEST ELEVATION

DEMO DRAWING

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

D3

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

WEST ELEVATION

REMOVE EXISTING

STANDING SEAM METAL

PARAPET CAP

REMOVE EXISTING

SCUPPER, CONDUCTOR

HEAD AND DOWNSPOUT.

INSTALL TEMPORARY

POLYVINYL CHLORIDE

FLEXIBLE PIPE AT

DOWNSPOUT LOCATION.

CONNECT FROM ROOF TO

GRADE DRAIN FOR

DURATION OF

ROOF/DOWNSPOUT WORK.

REMOVE EXISTING

PARAPET METAL ROOF

PARTY WALL

NOT TO SCALE

D3

EXISTING SCUPPER

NOT TO SCALE

D3

SERVICE WING ROOF

NOT TO SCALE

D3

WEST STANDING

SEAM METAL ROOF

NOT TO SCALE

D3

AFTER REMOVAL OF ROOF

REMOVE OUTER TRIM PIECE

REMOVE EXISTING

STANDING SEAM METAL

ROOF AND FLASHING.

REPORT CONDITION OF

WOOD DECK TO COR.

SCRAPE, SAND, SMOOTH,

AND PAINT WOOD TRIM

REMOVE EXISTING

STANDING SEAM METAL

ROOF

REMOVE EXISTING METAL

DOWNSPOUT. INSTALL

TEMPORARY POLYVINYL

CHLORIDE FLEXIBLE PIPE AT

DOWNSPOUT LOCATION.

CONNECT FROM ROOF TO

GRADE DRAIN FOR DURATION

OF WORK.

REMOVE LOOSE FAILING

PAINT FINISHES FROM

WOOD TRIM, WASH AND

MAKE READY TO PAINT.

TYP. FOR ALL WOOD TRIM

NOT SLATED FOR

REMOVAL.

EXISTING WOOD TRIM TO

REMAIN. LEAD PAINT

ABATE, SAND, SMOOTH,

AND PAINT

CHIMNEY FLASHING WORK

NOT TO SCALE

D3

REMOVE EXISTING

CHIMNEY CAP FLASHING

LEAD PAINT ABATE STEEL

SUPPORTS. REMOVE ALL

RUST. PRIME AND PAINT

REMOVE METAL

COUNTERFLASHING AND

STEPPED FLASHING AT

CHIMNEY

REMOVE METAL

COUNTERFLASHING

REMOVE EXISTING

VENT PIPE FLASHING

CAREFULLY REMOVE

EXISTING CEMENT

CHIMNEY CAP. DO NOT

DAMAGE EXISTING

MASONRY CAP BELOW

AND FLUES

D3

6REMOVE EXISTING

STANDING SEAM METAL

ROOF. SEE 4/D3 FOR

REMOVAL WORK

REMOVE EXISTING VENTS.

D2

APPROXIMATE

AREA OF MASONRY

REPAIRS. RAKE OUT

AND REPOINT

DETERIORATED

MORTAR JOINTS AT

PARTY WALL

D3

REMOVE EXISTING METAL

DOWNSPOUT.

REMOVE EXISTING

METAL DOWNSPOUT.

INSPECT THE EXISTING SHEET

METAL POLE GUTTER AND

STANDING SEAM METAL ROOF AND

REPORT CONDITION TO COR.

SEE 4/D2 FOR THE EXTENT OF THE

REQUIRED WORK.

D3

CAREFULLY REMOVE

EXISTING ROTTED DORMER

LOWER CHEEK BOARD TO

ALLOW REMOVAL AND

INSTALLATION OF NEW

DORMER FLASHING

RAKE OUT AND REPOINT

DETERIORATED MORTAR

JOINTS AT PARTY WALL.

BASIS OF BID

QUANTITIES APPLY TO

THIS WORK.

D4

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

ROOF PLAN

SERVICE WING ROOF

NOT TO SCALE

D4

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D4

408 LOCUST STREET

ROOF PLAN

DEMO DRAWING

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

NORTH CHIMNEY

NOT TO SCALE

D4

NORTH CHIMNEY CAP

NOT TO SCALE

D4

SOUTH CHIMNEY

NOT TO SCALE

D4

EXISTING FLUES TO REMAIN

REMOVE EXISTING MORTAR

CAP

REMOVE EXISTING

SPARK ARRESTER/

METAL CAP.

SALVAGE FOR

REUSE.

SERVICE WING ROOF

NOT TO SCALE

D4

SEE SHEET A3 FOR

WORK AT MASONRY

PARTY WALL

REMOVE METAL CAP

FLASHING AND

COUNTERFLASHING

REMOVE EXISTING

ROOF

REMOVE PARAPET

FLASHING

REMOVE DOWNSPOUT.

SEE SHEET D3 FOR

ADDITIONAL WORK

REMOVE EXISTING PARTY WALL COUNTER

FLASHING

REMOVE EXISTING VENT. PROVIDE NEW

VENT OF APPROXIMATELY THE SAME

SIZE. MODIFY CURB AND/OR ROOF DECK

AS REQUIRED FOR NEW VENT, TYP.

REMOVE EXISTING SHEET METAL POLE

GUTTER AND SHEET METAL ROOF INCLUDING

ALL FLASHING, NAILS, CLIPS AND OTHER

ACCESSORIES. INSPECT DECK AND REPORT

ON CONDITION. REPAIRS TO DECK ARE PART

OF BASIS OF BID QUANTIES.

REMOVE EXISTING SHEET

METAL POLE GUTTER AND

SHEET METAL ROOF. SEE 6/D4

FOR ADDITIONAL INFORMATION

ON DEMO WORK AT SERVICE

WING ROOF.

SEE 3/D1 FOR WORK AT CHIMNEY

ROOF INTERLACE. SEE 3/D4 FOR

WORK AT CHIMNEY.

SEE 2/D4 AND 4/D4 FOR WORK

AT CHIMNEY

REMOVE EXISTING VENTS.

PROVIDE NEW VENTS OF

APPROXIMATELY THE SAME SIZE.

MODIFY CURB AND/OR DECK AS

REQUIRED FOR NEW VENTS.

REMOVE EXISTING

PIPE

REMOVE EXISTING ROOF

TO WOOD DECK.

0' 2'1' 3' 4' 5' 10'

INSPECT EXISTING MASONRY.

REPORT CONDITION TO COR.

MASONRY REPAIRS ARE PART

OF BASIS OF BID.

INSPECT EXISTING

MASONRY. REPORT

CONDITION TO COR.

MASONRY REPAIRS

ARE PART OF BASIS

OF BID QUANTITIES.

INSPECT EXISTING SHED

ROOFS. REPORT CONDITION

TO COR. PREP FOR PAINTING.

REMOVE EXISTING ROOF TO

WOOD DECK. INSPECT ROOF

DECK AND REPORT CONDITION

TO COR. SEE SHT. D1 FOR

ADDITIONAL INFORMATION.

REPAIRS TO DECK ARE PART OF

THE BASIS OF BID QUANTITIES.

INSPECT EXISTING

MASONRY. REPORT

CONDITION TO COR.

MASONRY REPAIRS

ARE PART OF BASIS

OF BID QUANTITIES.

A1

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

NORTH ELEVATION

0' 2'1' 3' 4' 5' 10'

JCT/PFS

WC

9/25/10 Rev. 12/10/20

A1

408 LOCUST STREET

NORTH ELEVATION

NEW CONSTRUCTION DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

NORTH DORMER DETAIL

NOT TO SCALE

A1

INSPECT ALL FINISH WOOD

PARTS OF DORMER AND

REPORT CONDITION TO

COR. REPAIRS ARE PART

OF BASIS OF BID. PREP,

PRIME AND PAINT, TYP.

A1

A1

A1

NEW FLAT SEAM

METAL ROOF. SEE 4/A5

FOR DETAILS

DORMER DRIP EDGE DETAIL

NOT TO SCALE

A1

AFTER REPAIRS PREP,

PRIME AND PAINT ALL

WOOD SURFACES. NEW

WOOD TO BE PRIMED

ON ALL SURFACES.

DASHED LINE

INDICATES METAL

FLASHING BEHIND

WOOD SIDING

REPLACE DAMAGED

WOOD SIDING AT

DORMER CHEEK WALL.

MATCH EXISTING SIZE,

SHAPE AND PROFILE

FLAT SEAM

METAL ROOF

DORMER ROOF

BOARDS

SELF ADHERING

WATERPROOFING

W/ SLIP SHEET

OVER.

CONT. METAL

CLEATS NAIL @

TOP 8" O.C.& ON

SIDES @ 12"O.C.

CONTINUOS

METAL DRIP

DORMER GABLE EDGE DETAIL

NOT TO SCALE

A1

2" WIDE 16 OZ

METAL CLEATS

AT 2'-0" O.C.

SNAP ROOFING

OVER

CONTINUOUS

CLEAT

1/2" DRIP

SELF ADHERING

WATERPROOFING

WITH SLIP SHEET

OVER.

FLAT SEAM METAL

ROOF

DORMER ROOF BOARD

TYPICAL LOCKED

AND SOLDERED SEAM DETAIL

NOT TO SCALE

A1

STANDING SEAM

METAL ROOF

2" WIDE CLEAT AT

12" O.C.

3/4" LOCKED AND

SOLDERED SEAM

2" WIDE CONTINUOUS

CLEAT AT 12" O.C.

BEND METAL BACK

OVER NAIL HEADS

REGLET DETAIL

NOT TO SCALE

A1

SAW CUT REGLET 1"

DEEP TO FOLLOW

EXISTING MASONRY

JOINTS

CONTINUOUS

BACKER ROD AND

SEALANT

LEAD WEDGES

1/4" HOOK DAM

16 OZ METAL BASE

AND/OR CAP FLASHING

DORMER RIDGE DETAIL

NOT TO SCALE

A1

FLAT SEAM RIDGE

A2

A1

A5

A5

SNAP ROOFING OVER

CONTINUOUS CLEAT

WOOD ROOF DECK

SELF ADHERING

WATERPROOFING WITH SLIP

SHEET OVER.

POLE GUTTER SUBSTRATE

TREATED 2 X 6 BEVEL CUT

TO SLOPE.

CONTINUOUS CLEAT

BEND FLASHING

BACK OVER

NAIL HEADS

FLASHING DETAIL

FOR POLE GUTTER

NOT TO SCALE

A1

EXISTING WOOD CORNICE

EXISTING BRICK WALL

FLAT SEAM METAL

ROOF

GENERAL WORK AT WINDOW SASH

1. REMOVE SASH FOR REPAIRS IN

SHOP.

2. REMOVE ALL GLAZING PUTTY

FROM SASH SALVAGE GLASS

FOR REUSE.

3. LEAD PAINT ABATE WOOD SASH

4. LIGHTLY SAND FLAT SURFACES

OF WOOD SASH SMOOTH.

5. CLEAN WOOD SASH WITH

LINSEED OIL.

6. REINSTALL GLASS WITH NEW

GLAZING PUTTY.

7. SHOP PRIME SASH.

8. APPLY FINISH COAT.

9. COORDINATE SASH

INSTALLATION WITH SILL REPAIR

OR REPLACEMENT AND SILL

FLASHING WORK.

D1

A1

REMOVE FAILING

UNBONDED PAINT FROM

CORNICE, PREP AND

PAINT WOOD CORNICE

STANDING

SEAM METAL

ROOF

REPAIR WOOD CORNICE,

REPLACE DAMAGED

ROTTED WOOD. INSPECT

OUTRIGGERS AND

REPORT CONDITION TO

COR. PAINT CORNICE.

SEE BASIS OF BID.

NEW DOWNSPOUT.

COORDINATE DOWNSPOUT

INSTALLATION WITH

CORNICE WORK.

GENERAL NOTES

1. PROVIDE TEMPORARY ROOF PROTECTION FOR

DURATION OF WORK.

2. PAINT ALL METAL ROOFS, TRIMS AND FLASHINGS.

3. PAINT ALL METAL DOWNSPOUTS.

DRAWN BY:

TECH. REVIEW:

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OF

TITLE OF SHEET

BEND METAL BACK

OVER NAIL HEADS

CONTINUOUS BEAD

OF SEAM SEALANT

A3

NEW CEMENT CAP SLOPE 2" TO EDGE.

COAT WITH SILANE WATERPROOFING

AFTER CURING.

EXISTING TERRA COTTA FLUE LINER.

CONTINUOUS BEAD OF

SEAM SEALANT

A3

REPLACE

DAMAGED/

ROTTED WOOD

WITH NEW

WOOD. MATCH

SIZE, PROFILE,

SHAPE AND

SPECIES WITH

EXISTING

MATERIAL. USE

SCARF JOINT TO

ATTACH NEW TO

OLD.

NO WORK BELOW CORNICE

DATE:

SUB SHEET NO. DRAWING NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

JCT/PFS

WC

9/25/10 Rev. 12/10/20

A2

408 LOCUST STREET

SOUTH ELEVATION

NEW CONSTRUCTION DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

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

SOUTH ELEVATION

0' 2'1' 3' 4' 5' 10'

POLE GUTTER DETAIL

NOT TO SCALE

A2

REPAIR EXISTING

MOLDING AS REQUIRED.

PREP AND PAINT.

CONTINUOUS

METAL CLEAT.

SOLDER TO

GUTTER.

STANDING SEAM

METAL ROOF

PLYWOOD ROOF DECK

A2

SELF ADHERING

WATERPROOFING

AND SLIP SHEET

PARAPET FLASHING DETAIL

NOT TO SCALE

A2

METAL CAP FLASHING

NEW WD. BLOCKING TAPER CUT TOP

EPDM MEMBRANE TERMINATED OVER

TOP OF WALL

CONTINUOUS TERMINATION BAR

EPDM TAPE

SEALANT

WOOD CANT

REINFORCED EPDM MEMBRANE

PRESSURE SEALANT FLASHING

EPDM ROOF

BONDING AGENT

GYP. BOARD UNDERLAYMENT

ADHERED

NEW PLYWOOD SET ON NEW

FRAMING TO CREATE VALLEY

AS SHOWN.

STEPPED FLASHING DETAIL

NOT TO SCALE

A2

16 OZ METAL STEPPED

CAP FLASHING. ADJUST

WIDTH TO FOLLOW

EXISTING REGLET. FIELD

VERIFY EXACT LOCATIONS

16 OZ METAL BASE

FLASHING

SELF ADHERING

WATERPROOFING AND SLIP

SHEET

EXISTING WOOD ROOF

DECK

ROOF EDGE DETAIL

NOT TO SCALE

A2

METAL DRIP

CONTINUOUS 2"

METAL CLEAT

SNAP ROOFING

OVER

CONTINUOUS

CLEAT. 1/2" HEM.

NEW WOOD

TRIM, PRIME AND

PAINT.

EXISTING BRICK

WALL

SELF ADHERING

WATERPROOFING

AND SLIP SHEET

STANDING SEAM

METAL ROOF

ROOF DECK

NEW STANDING

SEAM METAL

ROOF

LEAD PAINT

ABATE, SAND

SMOOTH, AND

PAINT WOOD

TRIM AND

SIDING

NEW WOOD TRIM , MATCH

EXISTING. PRIME AND PAINT. SALVAGE AND

RESET SHEET METAL

CAP AND

SCREENING AT FLUE

PROVIDE NEW MORTAR CAP

HATCHED AREA

INDICATES

APPROXIMATE

AREA OF

DETERIORATED

MORTAR JOINTS.

RAKE OUT AND

REPOINT MORTAR

JOINTS.

SCRAPE LOOSE

FAILING PAINT, WAS

AND PAINT WOOD

TRIM AND SIDING.

GENERAL NOTES

1. PROVIDE TEMPORARY

ROOF PROTECTION FOR

DURATION OF WORK.

2. PAINT ALL METAL ROOFS,

TRIMS AND FLASHING.

3. PAINT ALL METAL

DOWNSPOUTS.

4. NO WORK BELOW

CORNICE OR RAKE

BOARDS UNLESS NOTED.

5. NOTE EXISTING PAINT

ASSUMED TO BE LEAD

PAINT. FOLLOW LEAD

PAINT REGULATIONS.

A2

A2

A2

CONT. COPPER CLEAT

CONT. COPPER

CLEAT/DRIP EDGE

PAINTED 12" X 3-1/2"

WD. SPACER @ 12"

O.C. INSTALL 12" X 1"

@ TOP OF GAP

BETWEEN SPACERS.

BRONZE INSECT

SCREEN. WRAP

WOOD SPACER

STAPLE AS SHOWN

SCRAPE/PREP AND

PAINT WOOD TRIM.

4" X 8" 18" STAINLESS STL. ANGLE

2" WIDE ATTACH TO DECK @ 32"

O.C. FASTEN TO DECK AND POLE

GUTTER W/ #10 SS SCREWS

CONT. SEAM SEALANT

REPAIR/REPOINT

INSIDE FACE OF

PARAPET WALL

AFTER ROOF

DEMOLITION

DATE:

SUB SHEET NO. DRAWING NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

JCT/PFS

WC

9/25/10 Rev.12/10/20

A3

408 LOCUST STREET

WEST ELEVATION

NEW CONSTRUCTION DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

CHIMNEY FLASHING DETAIL

NOT TO SCALE

A3

EXISTING

BRICK CHIMNEY

METAL CAP

FLASHING SET IN

EXISTING REGLETS.

METAL CLEAT AT

1'-0" O.C.+/-.

ATTACH CLIPS

W/FASTENERS SET

IN EXPANSION

ANCHORS SET IN

MORTAR JOINTS.

METAL COPPER

STRIP SOLDER TO

TERNE COATED

COPPER ROOF

METAL ROOF

SLIP SHEET AND

SELF ADHERING

WATERPROOFING

METAL BASE

FLASHING 0' 2'1' 3' 4' 5' 10'

A3

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

WEST ELEVATION

SCUPPER DETAIL

NOT TO SCALE

A3

SHEET METAL

SLEEVE

LAP SEALANT

DRAIN GUARD

EPDM MEMBRANE

FLASHING

EPDM ROOFING

GYP. BOARD

PLYWOOD

2" WOOD

BLOCKING

EXISTING WALL

SHEET METAL

PARAPET CAP,

SEE DETAIL 2/A2

SHEET METAL

CONDUCTOR

HEAD

SOLDERED

CONNECTION

3" METAL DOWNSPOUT.

FIELD VERIFY

DOWNSPOUT DIMENSION

PITCH DETAIL

NOT TO SCALE

A3

2" METAL CLEAT

AT 2" O.C.

SOLDERED TO

STANDING SEAM

ROOF

ROSIN PAPER.

LAP MIN. 8" OVER

ROSIN PAPER ON

STEPPER ROOF

EXISTING ROOF

DECK

2" METAL CLEAT

AT 2" O.C.

ANCHORED TO

EXISTING ROOF

DECK

EXISTING ROOF

DECK

REGLET DETAIL

NOT TO SCALE

A3

SAW CUT REGLET 1"

DEEP TO FOLLOW

EXISTING MASONRY

JOINT

PACK JOINT WITH

BACKER ROD AND

SEALANT

METAL CAP

TERMINATION BAR

CONTINUOUS WOOD CANT

STRIP

SEALANT

REINFORCED EPDM

MEMBRANE

PRESSURE SEALANT

FLASHING

EPDM

BONDING AGENT

GYP. BOARD

UNDERLAYMENT ADHERE

NEW PLYWOOD DECK

ON NEW FRAMING BUILT

ON EXISTING DECK. MIN.

4" SLOPE TO NEW

VALLEY.

A1

A1

LEAD PAINT ABATE,

SAND SMOOTH, AND

PAINT DORMER CHEEK

WALLS

NEW FLAT SEAM

METAL ROOF

A3

A3

A3

REMOVE THE EXISTING MORTAR CAP, REMOVE DETERIORATED AND FAILED

MORTAR JOINTS AND POINT TOP OF WALL. APPLY NEW MORTAR CAP AND APPLY

SILOXANE WATER REPELLANT AFTER MORTAR CAP HAS CURED, TYPICAL AT ALL

CHIMNEY TOPS AND THE ENTIRE LENGTH OF THE EAST WALL PARAPET

NEW ROOF VENT

AND FLASHING AT

EXISTING OPENING

A2

A2

A3

A3

A3

A2

A3

NEW METAL

DOWNSPOUT

NEW METAL

DOWNSPOUT

NEW STANDING

SEAM METAL ROOF

EXISTING FLAT

SEAM METAL ROOF.

PREP AND PAINT

PREP AND PAINT

PARAPET WOOD

TRIM

ROSIN PAPER

RAKE OUT AND

REPOINT

DETERIORATED

MORTAR JOINTS

GENERAL NOTES

1. PROVIDE TEMPORARY ROOF PROTECTION FOR DURATION OF WORK.

2. PAINT ALL METAL ROOFS, TRIMS AND FLASHINGS.

3. PAINT ALL METAL DOWNSPOUTS.

4. PREP AND PAINT ALL EXPOSED WOOD ASSOCIATED WITH EAVES, CORNICES AND

RAKES. NOTE EXISTING PAINT ASSUMED TO BE LEAD PAINT.

5.

A2

INSPECT EXISTING CHIMNEY SUPPORT

& REPORT CONDITION TO COR. NO

WORK REQUIRED.

A4

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

ROOF PLAN

0' 2'1' 3' 4' 5' 10'

FLASHING AT CHIMNEY

NOT TO SCALE

A4

DRAWN BY:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

JCT/PFS

WC

9/25/10 Rev. 12/10/20

A4

408 LOCUST STREET

ROOF PLAN

NEW CONSTRUCTION DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

FLAT SEAM ROOF

TYPICAL DETAIL (OPTION # 3)

NOT TO SCALE

A4

A4

GENERAL NOTES FOR 408 LOCUST STREET ROOF WORK

1. ALL MATERIALS NOTED ON THE DRAWINGS ARE TO BE

NEW UNLESS OTHERWISE NOTED AS EXISTING.

2. THESE DRAWINGS HAVE BEEN PREPARED BASED ON

EXISTING DRAWINGS AND SELECT FIELD MEASUREMENTS

AND ARE NOT TO BE SCALED WHERE PRECISE

DIMENSIONS ARE REQUIRED. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL EXISTING

CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES PRIOR TO BEGINNING THE WORK.

GENERAL NOTES ON ROOFING

1. FOR ALL LOCATIONS WHERE ROOF SHEATHING NEEDS TO

BE REPLACED THE TOP FACE OF THE NEW SHEATHING

MUST BE AT THE SAME LEVEL AS EXISTING.

2. INCLUDE A TOTAL OF 120 SQUARE FEET OF

REPLACEMENT OF WOOD SHEATHING AT AREAS OF

DETERIORATED WOOD SHEATHING. THIS INCLUDES

AREAS WHERE THE DRAWINGS SHOW NEW SHEATHING

FOR REPAIRS AND SOME WHERE IT IS NOT SHOWN BUT

WILL BE REQUIRED. NEW DECK FOR EPDM IS NOT

INCLUDED IN THIS QUANTITY.

3. PREPARE ALL EXISTING SURFACES TO REMAIN THAT WILL

RECEIVE NEW FINISHES, INCLUDING BUT NOT LIMITED TO

REMOVING LOOSE FAILED PAINT, CLEANING ALL

SURFACES, PATCHING HOLES TO MATCH, ETC.

4. ALL PAINTED SURFACES ARE ASSUMED TO BE COATED

WITH LEAD BASED PAINT AND ALL WORK IMPACTING

THESE SURFACES SHALL BE COMPLETED IN

ACCORDANCE WITH OSHA'S LEAD IN CONSTRUCTION

STANDARD (29 CFR 1926.62).

STANDING SEAM

METAL ROOF

CLEAT DETAIL

INSTALL TWO CLEATS PER

LONG SIDE OF PAN AND

ONE CLEAT PER SHORT

SIDE OF PAN

TWO RING SHANK

COPPER NAILS PER

CLEAT

BEND FLASHING

BACK OVER NAIL

HEADS

FLAT SHEET: 18"X24" MAX.

LINE OF FOLD

CORNERS

NOTCHED

OVER FOLD

UNDER FOLD

TURNED

EDGES

FOLDED SHEET

STANDING SEAM

SHEET METAL

ROOF

A1

A2

A3

SIM.

A2

STANDING SEAM

SHEET METAL ROOF

P

ITC

H

EPDM ROOF ON NEW WOOD

DECK CONSTRUCTED ON

EXISTING DECK. SLOPE NEW

DECK 14" PER FOOT TO NEW

VALLEY

A2

A3

A3

A4

A2

A4

METAL CAP

FLASHING AT

MASONRY PARTY

WALL

SEE 3/A3 FOR

DETAIL

16 OZ MTL. STEPPED

CAP FLASHING.

ADJUST WIDTH TO

FOLLOW EXISTING

REGLET. FIELD VERIFY

EXACT LOCATION.

EXISTING MASONRY

CHIMNEY

REGLET DETAIL

NOT TO SCALE

A4

EXISTING BRICK MASONRY

WALL

EXISTING REGLET

RAKE OUT AND CLEAN

REGLET. CAP FLASHING SET

IN REGLET WITH LEAD

WEDGES AND FILLED WITH

BACKER ROD AND SEALANT.

HEM BOTTOM EDGE

OF CAP FLASHING

ROSIN PAPER

ROOF DECK

SHED ROOF DRIP EDGE

NOT TO SCALE

A4

ROOF DECK

SLIP SHEET AND

SELF ADHERING

WATERPROOFING

" HEM W/ SEAM

SEALANT

CONTINUOUS

CLEAT. LAP

AND SOLDER

ADJACENT

LENGTHS

SNAP

ROOFING

OVER

CONTINUOUS

CLEAT

PITCH

P

IT

C H

P

IT

C H

P

IT

C H

SIM.A4

SEAM SEALANT AT

ALL JOINTS BETWEEN

PANELS

DATE:

SUB SHEET NO. DRAWING NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

WLB/PFS

WC

9/25/10 Rev. 12/10/20

A5

408 LOCUST STREET

ROOFING DETAILS

INDEPENDENCE NATIONAL HISTORICAL PARK

173925

SERVICE WING

COUNTER FLASHING DETAIL

SCALE: 3"=1'-0"

A5

EXISTING ROOF

DECK

SELF ADHERING

WATERPROOFING

SLIP SHEET

SHEET METAL

ROOF

2" CONTINUOUS

CLEAT SOLDERED

2" METAL CLIP AT

1'-0" O.C.

METAL COUNTER

FLASHING

3/4" EXT. GRADE

PLYWOOD

SELF ADHERING

WATERPROOFING

SLIP SHEET

METAL COUNTER

FLASHING

EXT. WOOD DECK

SELF ADHERING

WATERPROOFING

SLIP SHEET

STANDING SEAM

METAL ROOF

DORMER SILL FLASHING

SCALE: 3"=1'-0"

A5

EXISTING ROOF DECK

SELF ADHERING WATERPROOFING

SLIP SHEET

STANDING SEAM METAL ROOF

2" CONTINUOUS METAL CLIP

METAL SILL FLASHING

WOOD DORMER SILL, SHAPE

MAY VARY FROM THAT SHOWN.

DORMER CHEEK

FLASHING DETAIL

SCALE: 3"=1'-0"

A5

METAL ROOF

TURN UP METAL ROOF AS

FLASHING

2" METAL CLIP AT 1'-0" O.C.

HOLD SIDING UP 1"

FROM METAL ROOF

SLIP SHEET

SELF ADHERING WATERPROOFING

WOOD SIDING. PRIME NEW

SIDING ALL SIDES INCLUDING

END CUTS. RUN PARALLEL TO

ROOF SLOPE