Addendum_A_Drawings_2022-0610_NPS_BOST_254798_DD___CD_0002.pdf

THIS PROJECT

HARDSCAPE PROJECT

(BOST 227374)

MONUMENT

RESTORATION

PROJECT

(BOST 254798)

THIS PROJECT

PMIS/PKG NO.

DRAWING NO.

SHEET

CONSULTANT:

TITLE OF DRAWING

OF

BUILDING

CONSERVATION

ASSOCIATES

BOSTON, MA

LOCATION WITHIN PARK

NAME OF PARK

COUNTY STATEREGION

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

STRUCTURAL:

SILMAN

BOSTON, MAWASHINGTON, DC

smithgroup.com

PRIME/ARCH:

SMITHGROUP

SMITHGROUP Mark Sheet(s) REVISION Date Initial

APPROVED:

Regional Director Date

Superintendent Date

RECOMMENDED:

RECOMMENDED:

Project Manager Date

:2 :3

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

MONUMENT AND HARDSCAPE

RESTORATION

254798

165882

681SUFFOLK

DORCHESTER HEIGHTS

DORCHESTER HEIGHTS MONUMENT

NE MA

FINAL CONSTRUCTION DOCUMENTS

BOSTON NATIONAL HISTORICAL SITE

(BOST)

DRAWING LIST

SHEET # OF # SUBSHEET SHEET TITLE

GENERAL

2 OF 68 G0.1 ABBREVIATIONS AND SYMBOLS

3 OF 68 G0.2 SITE STAGING AND ACCESS PLAN

4 OF 68 G1.0 PROJECT NARRATIVE & BUILDING CODE SUMMARY

ARCHITECTURAL DEMOLITION

5 OF 68 AD2.1 CRAWL SPACE AND LEVEL 1 DEMOLITION FLOOR PLANS

6 OF 68 AD2.2 LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION FLOOR PLANS

7 OF 68 AD3.1 CRAWL SPACE AND LEVEL 1 DEMOLITION REF CEILING PLANS

8 OF 68 AD3.2 LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION REF CEILING PLANS

9 OF 68 AD4.1 BUILDING DEMOLITION SECTIONS

10 OF 68 HD1.0 HAZMAT ABATEMENT SITE PLAN

11 OF 68 HD1.1 HAZMAT ABATEMENT FLOOR PLAN & BUILDING SECTION

ARCHITECTURAL

12 OF 68 A1.1 ARCHITECTURAL SITE PLAN

13 OF 68 A2.1 CRAWL SPACE AND LEVEL 1 FLOOR PLANS

14 OF 68 A2.2 LEVEL 2, LEVEL 3, AND LANTERN FLOOR PLANS

15 OF 68 A3.1 CRAWL SPACE AND LEVEL 1 REF CEILING PLANS

16 OF 68 A3.2 LEVEL 2, LEVEL 3, AND LANTERN REF CEILING PLANS

17 OF 68 A4.1 WEST ELEVATION

18 OF 68 A4.2 NORTH ELEVATION

19 OF 68 A4.3 EAST ELEVATION

20 OF 68 A4.4 SOUTH ELEVATION

21 OF 68 A4.5 EAST-WEST SECTION

22 OF 68 A4.6 NORTH-SOUTH SECTION

23 OF 68 A5.1 LEVEL 2 & LEVEL 3 SECTION DETAILS

24 OF 68 A5.2 LEVEL 3 SECTION DETAILS

25 OF 68 A5.3 LEVEL 4, DRUM, AND LANTERN SECTION DETAILS

26 OF 68 A5.4 ENLARGED ROOF PLAN DETAILS

27 OF 68 A5.5 ENLARGED ROOF PLAN DETAILS

28 OF 68 A5.6 ENLARGED ROOF PLAN DETAILS

29 OF 68 A5.7 ROOFING AND FLASHING DETAILS

30 OF 68 A6.1 CRAWL SPACE AND PLINTH SLAB

31 OF 68 A6.2 LEVEL 1 FLOOR GRATE DETAILS

32 OF 68 A6.3 ENTRY DOOR DETAILS

33 OF 68 A6.4 "SQUARE" STAIR ELEVATIONS

34 OF 68 A6.5 "SQUARE" STAIR ELEVATIONS

35 OF 68 A6.6 "SQUARE" STAIR DETAILS

36 OF 68 A6.7 LEVEL 2 AND LEVEL 3 DOOR DETAILS

37 OF 68 A6.8 LEVEL 2 AND LEVEL 3 DOOR DETAILS

38 OF 68 A6.9 LEVEL 3 FLASHING AND LANTERN WATERPROOFING & FLASHING DETAILS

39 OF 68 A6.10 LEVEL 3 SPIRAL STAIR ENCLOSURE DETAILS

40 OF 68 A6.11 LEVEL 3 SPIRAL STAIR ENCLOSURE DETAILS

MASONRY RESTORATION

41 OF 68 R1.1 MASONRY RESTORATION WEST ELEVATION

42 OF 68 R1.2 MASONRY RESTORATION NORTH ELEVATION

43 OF 68 R1.3 MASONRY RESTORATION EAST ELEVATION

44 OF 68 R1.4 MASONRY RESTORATION SOUTH ELEVATION

45 OF 68 R1.5 MASONRY RESTORATION WEST INTERIOR

46 OF 68 R1.6 MASONRY RESTORATION NORTH INTERIOR

47 OF 68 R1.7 MASONRY RESTORATION EAST INTERIOR

48 OF 68 R1.8 MASONRY RESTORATION SOUTH INTERIOR

49 OF 68 R1.9 MASONRY RESTORATION QUANTITY SCHEDULE - BASE BID

50 OF 68 R1.10 MASONRY RESTORATION QUANTITY SCHEDULE - OPTIONS

51 OF 68 R1.11 MASONRY RESTORATION DETAILS

STRUCTURAL

52 OF 68 S0.1 GENERAL STRUCTURAL NOTES AND LEGEND

53 OF 68 S0.2 DESIGN PARAMETERS AND LOAD SCHEDULE

54 OF 68 S2.1 FOUNDATION PLAN AND FRAMING PLANS

55 OF 68 S4.1 SECTIONS

56 OF 68 S4.2 SECTIONS

57 OF 68 S5.1 TYPICAL DETAILS

58 OF 68 S5.2 TYPICAL DETAILS

ELECTRICAL

59 OF 68 E0.1 ELECTRICAL ABBREVIATIONS AND SYMBOLS

60 OF 68 E1.1 ELECTRICAL SITE POWER AND LIGHTING PLAN

61 OF 68 E1.2 ELECTRICAL SITE UTILITY PLAN

62 OF 68 ED2.1 ELECTRICAL CRAWL SPACE AND LEVEL 1 DEMOLITION FLOOR PLANS

63 OF 68 ED2.2 ELECTRICAL LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION FLOOR PLANS

64 OF 68 E2.1 ELECTRICAL CRAWL SPACE AND LEVEL 1 POWER AND LIGHTING PLANS

65 OF 68 E2.2 ELECTRICAL LEVEL 2, LEVEL 3, AND LANTERN POWER AND LIGHTING PLANS

66 OF 68 E6.0 ELECTRICAL DETAILS

67 OF 68 E6.1 ELECTRICAL DETAILS

68 OF 68 E7.0 ELECTRICAL SCHEDULES

VICINITY MAP (NOT TO SCALE) LOCATION PLAN (NOT TO SCALE)

DRAWING LIST

SHEET # OF # SUBSHEET SHEET TITLE

1 OF 92 LP1 LOGISTICS PLAN

(NOT INCLUDED, SEE BOST 254798)

2 OF 92 LN GENERAL NOTES

3 OF 92 LG KEY PLAN

4 OF 92 LA ACCESSIBILITY PLAN

5 OF 92 L1 SITE PREP AND DEMOLITION

6 OF 92 L2 SITE PREP AND DEMOLITION

7 OF 92 L3 SITE PREP AND DEMOLITION

8 OF 92 L4 SITE PREP AND DEMOLITION

9 OF 92 L5 SITE PREP AND DEMOLITION

10 OF 92 L6 SITE PREP AND DEMOLITION

11 OF 92 L7 MATERIALS AND LAYOUT

12 OF 92 L8 MATERIALS AND LAYOUT

13 OF 92 L9 MATERIALS AND LAYOUT

14 OF 92 L10 MATERIALS AND LAYOUT

15 OF 92 L11 MATERIALS AND LAYOUT

16 OF 92 L12 MATERIALS AND LAYOUT

17 OF 92 L13 GRADING AND PLANTING

18 OF 92 L14 GRADING AND PLANTING

19 OF 92 L15 GRADING AND PLANTING

20 OF 92 L16 GRADING AND PLANTING

21 OF 92 L17 GRADING AND PLANTING

22 OF 92 L18 GRADING AND PLANTING

23 OF 92 L19 TREE PROTECTION

24 OF 92 L20 TREE PROTECTION

25 OF 92 L21 TREE PROTECTION

26 OF 92 L22 TREE PROTECTION

27 OF 92 L23 TREE PROTECTION

28 OF 92 L24 TREE PROTECTION

29 OF 92 L25 SITE DETAILS

30 OF 92 L26 SITE DETAILS

31 OF 92 L27 SITE DETAILS

32 OF 92 L28 SITE DETAILS

33 OF 92 L29 SITE DETAILS

34 OF 92 L30 SITE DETAILS

35 OF 92 L31 SITE DETAILS

36 OF 92 L32 IRRIGATION DETAILS

37 OF 92 L33 IRRIGATION DETAILS

38 OF 92 L34 IRRIGATION DETAILS

BOST 254798 - MONUMENT RESTORATION PROJECT BOST 227374 - HARDSCAPE PROJECT

DRAWING LIST

SHEET # OF # SUBSHEET SHEET TITLE

39 OF 92 C000 CIVIL NOTES

40 OF 92 C100 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN

41 OF 92 C101 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 1

42 OF 92 C102 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 2

43 OF 92 C103 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 3

44 OF 92 C104 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 4

45 OF 92 C105 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 5

46 OF 92 C106 SITE UTILITY DEMOLITION & EROSION

CONTROL PLAN SHEET 6

47 OF 92 C200 SITE LAYOUT PLAN

48 OF 92 C201 SITE LAYOUT PLAN SHEET 1

49 OF 92 C202 SITE LAYOUT PLAN SHEET 2

50 OF 92 C203 SITE LAYOUT PLAN SHEET 3

51 OF 92 C204 SITE LAYOUT PLAN SHEET 4

52 OF 92 C205 SITE LAYOUT PLAN SHEET 5

53 OF 92 C206 SITE LAYOUT PLAN SHEET 6

54 OF 92 C207 UTILITY PROFILE WEST WALL

55 OF 92 C208 UTILITY PROFILE NORTH WALL

56 OF 92 C209 UTILITY PROFILE SOUTH WALL

57 OF 92 C300 EROSION CONTROL DETAILS

58 OF 92 C301 UTILITY DETAILS

59 OF 92 C302 STAIR, RAMP, & WALL ELEVATION VIEWS

DRAWING LIST

SHEET # OF # SUBSHEET SHEET TITLE

60 OF 92 S1.00 GENERAL STRUCTURAL PLAN & NOTES

61 OF 92 S1.01 DEMOLITION PLAN

62 OF 92 S1.02 WALL ALIGNMENT PLAN

63 OF 92 S1.03 WALL ALIGNMENT PLAN

64 OF 92 S2.00 MICROPILE LOCATION PLAN

65 OF 92 S2.01 MICROPILE LOCATION PLAN

66 OF 92 S2.02 MICROPILE LOCATION PLAN

67 OF 92 S2.03 MICROPILE LOCATION PLAN

68 OF 92 S2.04 MICROPILE LOCATION PLAN

69 OF 92 S2.05 MICROPILE LOCATION PLAN

70 OF 92 S2.06 MICROPILE LOCATION PLAN

71 OF 92 S2.07 MICROPILE LOCATION PLAN

72 OF 92 S2.08 MICROPILE LOCATION PLAN

73 OF 92 S2.09 MICROPILE LOCATION PLAN

74 OF 92 S3.00 FOUNDATION & WALL PLAN

75 OF 92 S3.01 FOUNDATION & WALL PLAN

76 OF 92 S3.02 FOUNDATION & WALL PLAN

77 OF 92 S3.03 FOUNDATION & WALL PLAN

78 OF 92 S3.04 FOUNDATION & WALL PLAN

79 OF 92 S3.05 FOUNDATION & WALL PLAN

80 OF 92 S3.06 FOUNDATION & WALL PLAN

81 OF 92 S3.07 FOUNDATION & WALL PLAN

82 OF 92 S3.08 FOUNDATION & WALL PLAN

83 OF 92 S3.09 FOUNDATION & WALL PLAN

84 OF 92 S4.00 WALL PROFILES

85 OF 92 S4.01 WALL PROFILES

86 OF 92 S4.02 ELEVATIONS VIEWS

87 OF 92 S4.03 ELEVATIONS VIEWS

88 OF 92 S4.04 ELEVATIONS VIEWS

89 OF 92 S5.00 SECTION VIEWS

90 OF 92 S5.01 SECTION VIEWS

91 OF 92 S6.00 STRUCTURAL DETAILS

92 OF 92 E1 SITE LIGHTING PLAN

DORCHESTER HEIGHTS MONUMENT AND HARDSCAPE RESTORATION PROJECTS

A2.2, A3.2, A4.1-A4.4, A5.1-A5.7, A6.3, A6.8-A6.11 ADDENDUM A 6/10/22A

A4.6

A4.5

PROVIDE NEW NORMAL WEIGHT

MESH-REINFORCED CAST-IN-

PLACE TOPPING SLAB SLOPED

TO DRAIN; POLISHED CONCRETE

FINISH

REPLACE EXISTING ALUMINUM

DOORS AND FRAMES;

REPLACE STEEL LINTELS

ABOVE MASONRY OPENINGS

PER STRUCTURAL DWGS;

REPLACE EXISTING

BALUSTERS AT EACH

BALCONY WITH NEW

TO MATCH EXISTING

A5.1

A6.7

CLEAN AND RECOAT ALL

EXPOSED SURFACES OF THE

EXISTING STEEL "SQUARE"

STAIR; SAND BLAST IN PLACE

TO REMOVE CORROSION;

TREAT ALL EXPOSED STEEL

SURFACES WITH A PRIMER

AND HIGH-PERFORMANCE

COATING (OPTION F)

GUARDRAIL WITH NEW

PICKETS, RESUSE

EXISTING TOP CAP.

NEW WALL

MOUNTED PAINTED

METAL HANDRAIL

A4.2

A4.4

A4.3

A4.1

A6.7

DOOR 202

TO BE FIXED

IN PLACE

CLEAN AND RECOAT ALL EXPOSED

SURFACES OF THE EXISTING STEEL

SPIRAL STAIR; SAND BLAST IN PLACE

TO REMOVE CORROSION; TREAT ALL

EXPOSED STEEL SURFACES WITH A

PRIMER AND HIGH-PERFORMANCE

COATING (OPTION H)

CONTROL JOINTS IN

CONCRETE SLAB

ROOF 4: TOWER CHAMBER CORNICE

INSTALL 20 OZ. ZINC-TIN COATED

COPPER ROOFING OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

INSTALL NEW NORMAL

WEIGHT CONCRETE FLOOR

PITCHED TO DRAIN; APPLY

PMMA ROOFING MEMBRANE

ON NEW CONCRETE

REINSTALL OBELISKS, CORNER PIERS,

BALUSTRADE, AND RAILINGS THAT WERE

REMOVED DURING PREVIOUS EMERGENCY

STABILIZATION; REFER TO MASONRY

RESTORATION DWGS

A6.7

A4.2

A4.4

A4.3

A4.1

INSTALL BIRD NET

WITHIN ARCHED

MASONRY OPENINGS;

TYPICAL

23'-9"

SLOPE TOPPING SLAB

TO DRAIN TO DOORS

201, 203, AND 204

WITH CRICKETS AT

EACH CORNER TO

DIRECT WATER AWAY

FROM CORNERS AND

OUT THROUGH ARCHED

OPENINGS

A

PROVIDE NEW PAINTED METAL

GRAVITY VENTILATOR SET ON

MANUFACTURER PROVIDED

CURB IN PLACE OF EXISTING

SKYLIGHT AT THE TOP OF

THE LEVEL 3 BELFRY

A5.4

REPLACE EIGHT (8)

LANTERN TIE RODS WITH

NEW STN STL TIE RODS;

SEE STRUCTURAL DWGS;

PROVIDE FLUID APPLIED

PMMA FLASHING AT BASE

OF RODS TO ZINC-TIN

COATED COPPER; SEE

STRUCTURAL DWGS

ROOF 1: LANTERN BASE

REPLACE ROOFING WITH NEW

20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED

ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT; INSTALL NEW

FLASHING AND COUNTER

FLASHING AT PILASTERS

ROOF 2: URN PLATFORM

INSTALL 20 OZ. ZINC-TIN

COATED COPPER ROOFING

OVER SELF-ADHERED

POLYETHYLENE FACED

UNDERLAYMENT

A

A A

1. DISMANTLING (FOR REASSEMBLY) OF THE UPPER

LEVELS OF THE MONUMENT REQUIRES DETAILED

EXISTING CONDITION DOCUMENTATION, CATALOGING,

AND PROTECTION OF SALVAGE MATERIALS FOR

CONTRACTING OFFICER (CO) APPROVAL BEFORE WORK

CAN BEGIN. CONTRACTOR TO PROVIDE SITE AND

MONUMENT PROTECTION AND LOGISTICAL PLAN FOR

APPROVAL PRIOR TO DISMANTLING ACTIVITIES PER

SPECIFICATIONS.

2. PROTECT EXISTING TO REMAIN MASONRY STRUCTURES

AND SURROUNDING LANDSCAPE AND HARDSCAPE

WITHIN THOMAS PARK.

3. ASSUME ALL SCOPE IS INCLUDED IN THE BASE BID

UNLESS NOTED AS AN OPTION. SEE SHEET G1.0 FOR

LIST OF ALL BID OPTIONS.

4. CAREFULLY DISMANTLE MASONRY WALL AS INDICATED.

TAKE CARE TO SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER SPECIFICATIONS.

5. REFER TO SHEET G1.0 FOR LIST OF ALL ITEMS TO

BE SALVAGED.

6. REFER TO THE RESTORATION SERIES DRAWINGS FOR

SCOPE OF BRICK MASONRY REBUILDING, REPAIR, AND

CLEANING.

7. REFER TO THE STRUCTURAL SERIES DRAWINGS FOR

ALL STRUCTURAL STABILIZATION OF MASONRY.

8. REFER TO THE STRUCTURAL SERIES DRAWINGS FOR

ALL STRUCTURAL SUPPORT AND DETAILS.

4 4 80

SCALE OF FEET

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :1

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

S J P

LEVEL 2, LEVEL 3, AND

LANTERN FLOOR PLANS

254798A2.2

SJP

SJP

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA2.2

1 LEVEL 2 FLOOR PLAN

SCALE AA2.2

2 LEVEL 3 FLOOR PLAN

SCALE AA2.2

3 LANTERN FLOOR PLAN

GENERAL SHEET NOTES

A4.6

A4.5

A4.2

A4.4

A4.3

A4.1

OPENING OF

CIRCULAR DRUM

ABOVE

REPLACE

CANTILEVERED

LIMESTONE SLABS

AT BASE OF

LEVEL 4 FRAMING

R 2' - 3"R 2' - 9"

S1

INSTAL SURFACE

MOUNTED LIGHT

FIXTURE AT CEILING

OF STAIR ENCLOSURE

PER LIGHTING PLANS

A4.6

A4.5

METAL DOOR WITH GLAZED

PANELS AND PASSIVE

VENTILATION LOUVERS

REPLACE EXISTING STEEL

STAIR ENCLOSURE AT LEVEL

3 TO PROVIDE OPERABLE

DOOR AND WEATHER TIGHT

ENCLOSURE; SEE SHEET

A6.10 & A6.11 FOR DETAILS

METAL DOOR WITH GLAZED

PANELS AND PASSIVE

VENTILATION LOUVERS

METAL DOOR WITH GLAZED

PANELS AND PASSIVE

VENTILATION LOUVERS

METAL DOOR WITH

GLAZED PANELS AND

PASSIVE VENTILATION

LOUVERS; DOOR 202

TO BE FIXED IN

PLACE

A4.2

A4.4

A4.3

A4.1 202

RECONSTRUCT STEEL

BEAMS AND VAULTED

BRICK FLOOR

ASSEMBLY TO MATCH

ORIGINAL CONSTRCTION;

SEE STRUCTURAL DWGS

EXG

BRICK

ARCH

EXG

BRICK

ARCH

EXG

BRICK

ARCH

EXG

BRICK

ARCH

EXG

BRICK

ARCH

EXG

BRICK

ARCH

EXG

BRICK

ARCHEXG

BRICK

ARCH

1. DISMANTLING (FOR REASSEMBLY) OF THE UPPER

LEVELS OF THE MONUMENT REQUIRES DETAILED

EXISTING CONDITION DOCUMENTATION, CATALOGING,

AND PROTECTION OF SALVAGE MATERIALS FOR

CONTRACTING OFFICER (CO) APPROVAL BEFORE WORK

CAN BEGIN. CONTRACTOR TO PROVIDE SITE AND

MONUMENT PROTECTION AND LOGISTICAL PLAN FOR

APPROVAL PRIOR TO DISMANTLING ACTIVITIES PER

SPECIFICATIONS.

2. PROTECT EXISTING TO REMAIN MASONRY STRUCTURES

AND SURROUNDING LANDSCAPE AND HARDSCAPE

WITHIN THOMAS PARK.

3. ASSUME ALL SCOPE IS INCLUDED IN THE BASE BID

UNLESS NOTED AS AN OPTION. SEE SHEET G1.0 FOR

LIST OF ALL BID OPTIONS.

4. CAREFULLY DISMANTLE MASONRY WALL AS INDICATED.

TAKE CARE TO SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER SPECIFICATIONS.

5. REFER TO SHEET G1.0 FOR LIST OF ALL ITEMS TO

BE SALVAGED.

6. REFER TO THE RESTORATION SERIES DRAWINGS FOR

SCOPE OF BRICK MASONRY REBUILDING, REPAIR, AND

CLEANING.

7. REFER TO THE STRUCTURAL SERIES DRAWINGS FOR

ALL STRUCTURAL STABILIZATION OF MASONRY.

8. REFER TO THE STRUCTURAL SERIES DRAWINGS FOR

ALL STRUCTURAL SUPPORT AND DETAILS.

A5.3

REPLACE LANTERN TIE

RODS WITH NEW

STAINLESS STEEL TIE

RODS; PROVIDE FLUID

APPLIED PMMA FLASHING

AT BASE OF RODS TO

ZINC-TIN COATED

COPPER; SEE

STRUCTURAL DWGS

CENTRAL TIE ROD

SECURING SPIRE

AND DOME ABOVE;

SEE STRUCTURAL

DWGS

MARBLE BASE OF

DOME ABOVE

A

4 4 80

SCALE OF FEET

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :1

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

S J P

LEVEL 2, LEVEL 3, AND

LANTERN REFLECTED

CEILING PLANS 254798A3.2

SJP

SJP

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA3.2

2 LEVEL 3 REFLECTED CEILING PLAN

SCALE AA3.2

1 LEVEL 2 REFLECTED CEILING PLAN

GENERAL SHEET NOTES

SCALE AA3.2

4 LANTERN REFLECTED CEILING PLAN

LEVEL 1

EL +0' - 0"

LEVEL 3

EL +56' - 8"

LOUVER OPENINGS

EL +36' - 1 1/2"

B.O. LANTERN

EL +79' - 6"

B.O. DOME

EL +87' - 11"

T.O. SPIRE/ B.O.

WEATHERVANE

EL +104' - 8"

TOP OF WEATHERVANE

EL +114' - 9"

REPAINT AND RE-GILD

EXISTING WEATHERVANE;

SEE RESTORATION DWGS

ROOF 1: 20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED ROSIN

PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

PROVIDE PAINTED METAL

GRAVITY VENTILATOR SET ON

MANUFACTURER PROVIDED

CURB IN PLACE OF EXISTING

SKYLIGHT AT THE TOP OF

THE LEVEL 3 BELFRY

RESET STONES AND FOUR (4) URNS

THAT WERE REMOVED DURING PREVIOUS

EMERGENCY STABILIZATION; REFER TO

MASONRY RESTORATION DWGS

ROOF 2 & 3: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS RED

ROSIN PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

REINSTALL OBELISKS, CORNER PIERS,

BALUSTRADE, AND RAILINGS THAT

WERE REMOVED DURING PREVIOUS

EMERGENCY STABILIZATION; REFER TO

MASONRY RESTORATION DWGS

N S

EXISTING PASSIVE

VENTILATION LOUVERS IN

SLOT WINDOWS TO REMAIN

REPLACE SELECT BALUSTERS

AT BALCONIES; REFER TO

RESTORATION DWGS

LEVEL 4

EL +72' - 4"

W E A T H E R V A N E

S P

IR

E

D O M E

L A N T E R N

C

IR

C U L A R

D R U M

B E L F R Y

R E B U

IL

D

U P P E R

L E V E L S

O F

M O N U M E N T

F R O M

L E V E L

S T R U C T U R E

T O

T H E

T O P

O F

S P

IR

E

INSTALL BIRD NETTING

BEHIND LANTERN ARCHES

C

IR

C U L A R

D R U M

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

PROVIDE CONDUIT PATHWAY WITHIN

STEEL PIPE BEHIND BIRD NET FOR

FUTURE USE BY NPS

PROVIDE GUARDRAIL AT LEVEL 3

ARCHED OPENINGS; INSTALL BIRD NET

ON EXTERIOR SIDE OF GUARDRAIL

REMOVE AND RESET

ARCHITRAVE STONE; REFER

TO RESTORATION DWGS

T O W E R

C H A M B E R

T O W E R

S T A

IR

W A Y

ROOF 4: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

REPLACE EXISTING TIE-RODS

NEW STAINLESS-STEEL RODS.

A

A

A

1. PROTECT EXISTING TO REMAIN

MASONRY STRUCTURES AND

SURROUNDING LANDSCAPE AND

HARDSCAPE WITHIN THOMAS PARK.

2. ASSUME ALL SCOPE IS INCLUDED IN

THE BASE BID UNLESS NOTED AS AN

OPTION. SEE SHEET G1.0 FOR LIST

OF ALL BID OPTIONS.

3. CAREFULLY DISMANTLE MASONRY

WALL AS INDICATED, INCLUDING

LIMESTONE COPING STONES, CAPS,

AND BRICKS. TAKE CARE TO

SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER

SPECIFICATIONS.

4. REFER TO SHEET G1.0 FOR LIST OF

ALL ITEMS TO BE SALVAGED.

5. REFER TO THE RESTORATION SERIES

DRAWINGS FOR SCOPE OF BRICK

MASONRY REBUILDING, REPAIR, AND

CLEANING.

6. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

STABILIZATION OF MASONRY.

7. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

SUPPORT AND DETAILS.

S C A L E

O F

F E E T

W

ASH

INGTON, DC

P M

IS

P K G

N O

D R A W

IN

G

N O

S H E E T

S U B

S H E E T

N O

D E S

IG

N E D

PRIM

E/ARC

HITEC

TURE:

T

IT

L E

O F

S H E E T

O F

C A D D

T E C H

R E V

IE

W

D A T E

S C A L E

A

S m ith G ro u p

Structural:

Silm an B oston, M

A

C onsultant 2:

B uilding C onser Assoc B oston, M

A

6/13/2022 4:23:16 PM BIM 360://Client Projects - National Park Service/NPS_BOST 254798_DD & CD.rvtSJP

W E S T

E L E V A T

IO

N

A4.1

S J P

S J P

D O R C H E S T E R

H E

IG

H T S

M O N U M E N T

GENERAL SHEET NOTES

SCALE AA4.1

1 WEST ELEVATION

LEVEL 2

EL +43' - 3"

LEVEL 3

EL +56' - 8"

B.O. LANTERN

EL +79' - 6"

B.O. DOME

EL +87' - 11"

T.O. SPIRE/ B.O.

WEATHERVANE

EL +104' - 8"

TOP OF WEATHERVANE

EL +114' - 9"

E W

REPAINT AND RE-GILD

EXISTING WEATHERVANE;

SEE RESTORATION DWGS

REPOINT EXISTING

SPIRE STONES, REMOVE

METALLIC STAINING

ROOF 1: 20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED ROSIN

PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

PROVIDE PAINTED METAL

GRAVITY VENTILATOR SET ON

MANUFACTURER PROVIDED

CURB IN PLACE OF EXISTING

SKYLIGHT AT THE TOP OF

THE LEVEL 3 BELFRY

RESET STONES AND FOUR (4) URNS

THAT WERE REMOVED DURING PREVIOUS

EMERGENCY STABILIZATION; REFER TO

MASONRY RESTORATION DWGS

ROOF 2 & 3: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

REINSTALL OBELISKS, CORNER PIERS,

BALUSTRADE, AND RAILINGS THAT WERE

REMOVED DURING PREVIOUS EMERGENCY

STABILIZATION; REFER TO MASONRY

RESTORATION DWGS

EXISTING PASSIVE VENTILATION

LOUVERS IN SLOT WINDOWS

TO REMAIN

EXISTING PASSIVE VENTILATION

LOUVERS IN SLOT WINDOWS

TO REMAIN

REPLACE SELECT BALUSTERS

AT BALCONIES; REFER TO

RESTORATION DWGS

LEVEL 4

EL +72' - 4"

R E B U

IL

D

U P P E R

L E V E L S

O F

M O N U M E N T

F R O M

L E V E L

S T R U C T U R E

T O

T H E

T O P

O F

S P

IR

E

INSTALL BIRD NETTING

BEHIND LANTERN ARCHES

T O W E R

S T A

IR

W A Y

T O W E R

C H A M B E R

B E L F R Y

C

IR

C U L A R

D R U M

L A N T E R N

D O M E

S P

IR

E

W E A T H E R V A N E

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

T.O. DOME

EL +92' - 0"

PROVIDE GUARDRAIL AT LEVEL 3

ARCHED OPENINGS; INSTALL BIRD NET

ON EXTERIOR SIDE OF GUARDRAIL

REMOVE AND RESET

ARCHITRAVE STONE; REFER

TO RESTORATION DWGS

RETAIN AND PROTECT

EXISTING BRONZE PLAQUE

ON NORTH FAÇADE

ROOF 4: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

INSTALL GUARDRAIL WITHIN

EXISTING MASONRY OPENING AT

LEVEL 2 DOORS AT NORTH,

EAST, & SOUTH FACADES;

INSTALL BIRD NET ON EXTERIOR

SIDE OF GUARDRAIL

REPLACE EXISTING TIE-RODS

NEW STAINLESS-STEEL RODS.

A A

A

1. PROTECT EXISTING TO REMAIN

MASONRY STRUCTURES AND

SURROUNDING LANDSCAPE AND

HARDSCAPE WITHIN THOMAS PARK.

2. ASSUME ALL SCOPE IS INCLUDED IN

THE BASE BID UNLESS NOTED AS AN

OPTION. SEE SHEET G1.0 FOR LIST

OF ALL BID OPTIONS.

3. CAREFULLY DISMANTLE MASONRY

WALL AS INDICATED, INCLUDING

LIMESTONE COPING STONES, CAPS,

AND BRICKS. TAKE CARE TO

SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER

SPECIFICATIONS.

4. REFER TO SHEET G1.0 FOR LIST OF

ALL ITEMS TO BE SALVAGED.

5. REFER TO THE RESTORATION SERIES

DRAWINGS FOR SCOPE OF BRICK

MASONRY REBUILDING, REPAIR, AND

CLEANING.

6. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

STABILIZATION OF MASONRY.

7. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

SUPPORT AND DETAILS.

S C A L E

O F

F E E T

W

ASH

INGTON, DC

P M

IS

P K G

N O

D R A W

IN

G

N O

S H E E T

S U B

S H E E T

N O

D E S

IG

N E D

PRIM

E/ARC

HITEC

TURE:

T

IT

L E

O F

S H E E T

O F

C A D D

T E C H

R E V

IE

W

D A T E

S C A m ith G ro u p

Structural:

Silm an B oston, M

A

C onsultant 2:

B uilding C onser Assoc B oston, M

A

6/13/2022 4:23:18 PM BIM 360://Client Projects - National Park Service/NPS_BOST 254798_DD & CD.rvtSJP

N O R T H

E L E V A T

IO

N

A4.2

S J P

S J P

D O R C H E S T E R

H E

IG

H T S

M O N U M E N T

SCALE AA4.2

1 NORTH ELEVATION

LEVEL 3

EL +56' - 8"

B.O. LANTERN

EL +79' - 6"

B.O. DOME

EL +87' - 11"

T.O. SPIRE/ B.O.

WEATHERVANE

EL +104' - 8"

TOP OF WEATHERVANE

EL +114' - 9"

SN1

REPAINT AND RE-GILD

EXISTING WEATHERVANE;

SEE RESTORATION DWGS

ROOF 1: 20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED ROSIN

PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

PROVIDE PAINTED METAL GRAVITY

VENTILATOR SET ON MANUFACTURER

PROVIDED CURB IN PLACE OF

EXISTING SKYLIGHT AT THE TOP OF

THE LEVEL 3 BELFRY

RESET ALL STONES AND FOUR (4)

URNS THAT WERE REMOVED DURING

PREVIOUS EMERGENCY STABILIZATION;

REFER TO MASONRY RESTORATION

DWGS

REPLACE EXISTING TIE-RODS

NEW STAINLESS-STEEL RODS.

ROOF 2 & 3: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS RED

ROSIN PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

REINSTALL OBELISKS, CORNER

PIERS, BALUSTRADE, AND RAILINGS

THAT WERE REMOVED DURING

PREVIOUS EMERGENCY

STABILIZATION; REFER TO MASONRY

RESTORATION DWGS

REMOVE FERROUS METAL

ANCHORS AT FOUR (4)

DOOR JAMBS AND PROVIDE

MARBLE DUTCHMEN

EXISTING PASSIVE VENTILATION

LOUVERS IN SLOT WINDOWS TO

REMAIN

REPLACE SELECT BALUSTERS

AT BALCONIES; REFER TO

RESTORATION DWGS

REMOVE AND RESET

ARCHITRAVE STONE; REFER

TO RESTORATION DWGS

LEVEL 4

EL +72' - 4"

R E B U

IL

D

U P P E R

L E V E L S

O F

M O N U M E N T

F R O M

L E V E L

S T R U C T U R E

T O

T H E

T O P

O F

S P

IR

E

INSTALL BIRD NETTING

BEHIND LANTERN ARCHES

S P

IR

E

D O M E

L A N T E R N

C

IR

C U L A R

D R U M

B E L F R Y

W E A T H E R V A N E

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

LEVEL 2

EL +43'-3"

T O W E R

C H A M B E R

T O W E R

S T A

IR

W A Y

PROVIDE REMOVABLE GUARDRAIL

AND ZIPPER JOINT IN BIRD

NETTING AT EAST FACADE TO

PROVIDE ROOF ACCESS

PROVIDE GUARDRAIL AT LEVEL 3

ARCHED OPENINGS; INSTALL BIRD NET

ON EXTERIOR SIDE OF GUARDRAIL

INSTALL GUARDRAIL WITHIN

EXISTING MASONRY OPENING AT

LEVEL 2 DOORS AT NORTH,

EAST, & SOUTH FACADES;

INSTALL BIRD NET ON EXTERIOR

SIDE OF GUARDRAIL

A6.3

3 Sim

ROOF 4: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

A

A

A

1. PROTECT EXISTING TO REMAIN

MASONRY STRUCTURES AND

SURROUNDING LANDSCAPE AND

HARDSCAPE WITHIN THOMAS PARK.

2. ASSUME ALL SCOPE IS INCLUDED IN

THE BASE BID UNLESS NOTED AS AN

OPTION. SEE SHEET G1.0 FOR LIST

OF ALL BID OPTIONS.

3. CAREFULLY DISMANTLE MASONRY

WALL AS INDICATED, INCLUDING

LIMESTONE COPING STONES, CAPS,

AND BRICKS. TAKE CARE TO

SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER

SPECIFICATIONS.

4. REFER TO SHEET G1.0 FOR LIST OF

ALL ITEMS TO BE SALVAGED.

5. REFER TO THE RESTORATION SERIES

DRAWINGS FOR SCOPE OF BRICK

MASONRY REBUILDING, REPAIR, AND

CLEANING.

6. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

STABILIZATION OF MASONRY.

7. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

SUPPORT AND DETAILS.

S C A L E

O F

F E E T

W

ASH

INGTON, DC

P M

IS

P K G

N O

D R A W

IN

G

N O

S H E E T

S U B

S H E E T

N O

D E S

IG

N E D

PRIM

E/ARC

HITEC

TURE:

T

IT

L E

O F

S H E E T

O F

C A D D

T E C H

R E V

IE

W

D A T E

S C A m ith G ro u p

Structural:

Silm an B oston, M

A

C onsultant 2:

B uilding C onser Assoc B oston, M

A

6/13/2022 4:23:20 PM BIM 360://Client Projects - National Park Service/NPS_BOST 254798_DD & CD.rvtSJP

E A S T

E L E V A T

IO

N

A4.3

S J P

S J P

D O R C H E S T E R

H E

IG

H T S

M O N U M E N T

SCALE AA4.3

1 EAST ELEVATION

LEVEL 2

EL +43' - 3"

LEVEL 3

EL +56' - 8"

B.O. LANTERN

EL +79' - 6"

B.O. DOME

EL +87' - 11"

T.O. SPIRE/ B.O.

WEATHERVANE

EL +104' - 8"

TOP OF WEATHERVANE

EL +114' - 9"

N E

REPAINT AND RE-GILD

EXISTING WEATHERVANE;

SEE RESTORATION DWGS

ROOF 1: 20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED ROSIN

PAPER OVER SELF-ADHERED

POLYETHYLENE FACED UNDERLAYMENT

PROVIDE PAINTED METAL

GRAVITY VENTILATOR SET ON

MANUFACTURER PROVIDED

CURB IN PLACE OF EXISTING

SKYLIGHT AT THE TOP OF THE

LEVEL 3 BELFRY

RESET STONES AND FOUR (4) URNS

THAT WERE REMOVED DURING

PREVIOUS EMERGENCY STABILIZATION;

REFER TO MASONRY RESTORATION

DWGS

ROOF 2 & 3: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

REINSTALL OBELISKS, CORNER PIERS,

BALUSTRADE, AND RAILINGS THAT WERE

REMOVED DURING PREVIOUS EMERGENCY

STABILIZATION; REFER TO MASONRY

RESTORATION DWGS

EXISTING PASSIVE

VENTILATION LOUVERS IN

SLOT WINDOWS TO REMAIN

EXISTING PASSIVE

VENTILATION LOUVERS IN

SLOT WINDOWS TO REMAIN

REPLACE SELECT

BALUSTERS AT

BALCONIES; REFER TO

RESTORATION DWGS

LEVEL 4

EL +72' - 4"

R E B U

IL

D

U P P E R

L E V E L S

O F

M O N U M E N T

F R O M

L E V E L

S T R U C T U R E

T O

T H E

T O P

O F

S P

IR

E

INSTALL BIRD NETTING

BEHIND LANTERN ARCHES

S P

IR

E

D O M E

L A N T E R N

C

IR

C U L A R

D R U M

T O W E R

S T A

IR

W A Y

W E A T H E R V A N E

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

T.O. DOME

EL +92' - 0"

B E L F R Y

T O W E R

C H A M B E R

PROVIDE GUARDRAIL AT LEVEL 3

ARCHED OPENINGS; INSTALL BIRD NET

ON EXTERIOR SIDE OF GUARDRAIL

REMOVE AND RESET

ARCHITRAVE STONE; REFER

TO RESTORATION DWGS

ROOF 4: 20 OZ. ZINC-TIN

COATED COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

INSTALL GUARDRAIL WITHIN

EXISTING MASONRY OPENING

AT LEVEL 2 DOORS AT NORTH,

EAST, & SOUTH FACADES;

INSTALL BIRD NET ON

EXTERIOR SIDE OF GUARDRAIL

REPLACE EXISTING TIE-RODS

NEW STAINLESS-STEEL RODS.

A

A

A

1. PROTECT EXISTING TO REMAIN

MASONRY STRUCTURES AND

SURROUNDING LANDSCAPE AND

HARDSCAPE WITHIN THOMAS PARK.

2. ASSUME ALL SCOPE IS INCLUDED IN

THE BASE BID UNLESS NOTED AS AN

OPTION. SEE SHEET G1.0 FOR LIST

OF ALL BID OPTIONS.

3. CAREFULLY DISMANTLE MASONRY

WALL AS INDICATED, INCLUDING

LIMESTONE COPING STONES, CAPS,

AND BRICKS. TAKE CARE TO

SALVAGE EXISTING MARBLE AND

BRICKS FOR REUSE PER

SPECIFICATIONS.

4. REFER TO SHEET G1.0 FOR LIST OF

ALL ITEMS TO BE SALVAGED.

5. REFER TO THE RESTORATION SERIES

DRAWINGS FOR SCOPE OF BRICK

MASONRY REBUILDING, REPAIR, AND

CLEANING.

6. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

STABILIZATION OF MASONRY.

7. REFER TO THE STRUCTURAL SERIES

DRAWINGS FOR ALL STRUCTURAL

SUPPORT AND DETAILS.

S C A L E

O F

F E E T

W

ASH

INGTON, DC

P M

IS

P K G

N O

D R A W

IN

G

N O

S H E E T

S U B

S H E E T

N O

D E S

IG

N E D

PRIM

E/ARC

HITEC

TURE:

T

IT

L E

O F

S H E E T

O F

C A D D

T E C H

R E V

IE

W

D A T E

S C A m ith G ro u p

Structural:

Silm an B oston, M

A

C onsultant 2:

B uilding C onser Assoc B oston, M

A

6/13/2022 4:23:22 PM BIM 360://Client Projects - National Park Service/NPS_BOST 254798_DD & CD.rvtSJP

S O U T H

E L E V A T

IO

N

A4.4

S J P

S J P

D O R C H E S T E R

H E

IG

H T S

M O N U M E N T

SCALE AA4.4

1 SOUTH ELEVATION

LEVEL 3

TOP TREAD OF STAIR 7

7'-2 1/2"

LEVEL 2

STEEL LEDGER; SEE

STRUCTURAL DWGS

STEEL LEDGER; SEE

STRUCTURAL DWGS

CONT. STL PLATE; SEE

STRUCTURAL DWGS

SEE STRUCTURAL

DWGS FOR FRAMING

SUPPORT

8 1/2" 1'-0"

BOLTED CONNECTION BETWEEN STEEL

STAIR ENCLOSURE AND STRUCTURAL

FRAMING; SEE STRUCTURAL DWGS

CIRCULAR BENT PLATE POUR STOP TO

SUPPORT SLAB EDGE AND STAIR

ENCLOSURE; SEE STRUCTURAL DWGS

EXISTING MARBLE

CORNICE STONE

1/4" PER FT (2%) SLOPED CONCRETE

TOPPING SLAB WITH CURB AT STAIR EDGE

FINISHED WITH FLUID APPLIED URETHANE

TRAFFIC COATING OVER PMMA ROOFING

ROOF 4: TOWER CHAMBER CORNICE

20 OZ. ZINC-TIN COATED COPPER

WITH 2 LAYERS RED ROSIN PAPER

OVER SELF-ADHERED POLYETHYLENE

FACED UNDERLAYMENT

SPIRAL STAIR ENCLOSURE; SEE

SHEET A6.10 & A6.11 FOR DETAILS

HISTORIC

SPIRAL STAIR;

PROTECT

DURING

CONSTRUCTION

C E N T E R L

IN

E

O F

S P

IR

A L

S T A

IR

NON-SHRINK GROUT

MARBLE JAMB

1'-8 1/2"

SELF-ADHERED POLYETHYLENE

FACED UNDERLAYMENT AND PMMA

ROOFING INSTALLED CONTINUOUS

UNDER MARBLE THRESHOLD

GALVANIZED STEEL BASE RING WITH

HIGH PERFROMANCE COATING

GENERAL NOTE:

PROVIDE SOLDERED FLAT SEAM 20 OZ. ZINC-TIN COATED

COPPER, SEAMS ARE TO BE PERPENDICULAR TO THE WALLS

OF THE TOWER, SLOPE TO DRAIN, UNLESS NOTED OTHERWISE

EXISTING MARBLE FACE

STONE TO REMAIN

EXISTING BACKUP WALL TO REMAIN

LINE DENOTING LIMIT OF

MONUMENT DISMANTLING AND

REBUILDING; MONUMENT

STRUCTURAL FRAMING AND

MASONRY TO BE DISMANTLED

FROM LEVEL 3 STRUCTURE TO

TO THE TOP OF THE SPIRE &

WEATHERVANE

BRICK BARREL VAULT

BETWEEN STEEL

LEDGERS, 3-WYTHES;

7'-0" RADIUS AT

BOTTOM EDGE

SEE STRUCTURAL DWGS

FOR FRAMING SUPPORT

4" CLEATED

DRIP EDGE

A6.9

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

REPAIR AND REBUILD UPPER

PORTIONS OF LEVEL 2 WALLS

AS REQUIRED FOLLOWING

INSTALLATION OF NEW STEEL

STRUCTURE AT LEVEL 3

A6.11

A6.9

PMMA ROOFING TO

LAP OVER BACK LEG

OF SILL PAN; SILL

PAN WITH END DAMS

INSTALLED UNDER

MARBLE THRESHOLD;

INCLUDE DRAINAGE

PAN BETWEEN THE

STONE AND SILL PAN;

SEE DETAIL 1/A6.9

A

A

REPLACE SELECT

BALUSTERS AT

BALCONIES; REFER TO

RESTORATION DWGS

6"11"

METAL GUARDRAIL

INSTALLED WITHIN

EXISTING MASONRY JAMB

IN FRONT OF LEVEL 2

DOORS; FINISH STEEL

SURFACES WITH A

PRIMER AND HIGH-

PERFORMANCE COATING

PROVIDE METAL DOOR, W/ SIX (6) GLAZED

PANELS AND TWO (2) PASSIVE VENTILATION

LOUVERS AT THE BASE; PROVIDE LOUVERS

WITH INTEGRAL BIRD SCREEN IN BOTTOM

RECESSED PANELS OF DOOR

INSTALL BIRD NET

ON EXTERIOR SIDE

OF GUARDRAIL

A6.8

2 Sim

12 0 126

SCALE OF INCHES

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

LEVEL 2 & LEVEL 3

SECTION DETAILS

254798A5.1

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA5.1

2 LEVEL 3 SECTION DETAIL AT DOOR

SCALE AA5.1

1 LEVEL 2 BALCONY ROOFING DETAIL

LEVEL 3

TOP TREAD OF STAIR

BOLTED CONNECTION BETWEEN STEEL

STAIR ENCLOSURE AND STRUCTURAL

FRAMING; SEE STRUCTURAL DWGS

7'-2 1/2"

LEVEL 2

SEE STRUCTURAL DWGS

FOR FRAMING SUPPORT

STEEL LEDGER; SEE

STRUCTURAL DWGS

STEEL LEDGER; SEE

STRUCTURAL DWGS

CONT. STL PLATE; SEE

STRUCTURAL DWGS

CIRCULAR BENT PLATE POUR STOP TO

SUPPORT SLAB EDGE AND STAIR

ENCLOSURE; SEE STRUCTURAL DWGS

SEE STRUCTURAL DWGS

FOR FRAMING SUPPORT

EXISTING MARBLE

CORNICE STONE

1/4" PER FT (2%) SLOPED CONCRETE

TOPPING SLAB WITH CURB AT STAIR EDGE

FINISHED WITH FLUID APPLIED URETHANE

TRAFFIC COATING OVER PMMA ROOFING

RESET MARBLE FACE

STONE; SEE

RESTORATION DWGS

GROUTED CMU; SEE

STRUCTURAL DWGS

BUFF/ YELLOW BRICK

VENEER TO MATCH

ORIGINAL

5 1/2"

10"

5"

20 OZ. THROUGH

WALL FLASHING

DAMPPROOFING ON CMU WALL, BOTH SIDES

ROOF 4: TOWER CHAMBER CORNICE

20 OZ. ZINC-TIN COATED COPPER

WITH 2 LAYERS RED ROSIN PAPER

OVER SELF-ADHERED POLYETHYLENE

FACED UNDERLAYMENT

SPIRAL STAIR ENCLOSURE; SEE

SHEET A6.10 & A6.11 FOR DETAILS

HISTORIC SPIRAL

STAIR; PROTECT

DURING CONSTRUCTION

4'-10 1/2"

C E N T E R L

IN

E

O F

S P

IR

A L

S T A

IR

GALVANIZED STEEL BASE RING WITH

HIGH PERFROMANCE COATING

BRICK BARREL VAULT BETWEEN

STEEL LEDGERS, 2-WYTHES;

7'-0" RADIUS AT BOTTOM EDGE

EXISTING MARBLE FACE

STONE TO REMAIN

EXISTING BRICK BACKUP

WALL TO REMAIN

LINE DENOTING LIMIT OF

MONUMENT DISMANTLING AND

REBUILDING; MONUMENT

STRUCTURAL FRAMING AND

MASONRY TO BE DISMANTLED

FROM LEVEL 3 STRUCTURE

TO TO THE TOP OF THE

SPIRE & WEATHERVANE

4" CLEATED

DRIP EDGE

A6.11

MAINTAIN 1" UNDERCUT

BELOW BALUSTRADE

GENERAL NOTE:

PROVIDE SOLDERED FLAT SEAM 20 OZ. ZINC-TIN COATED

COPPER, SEAMS ARE TO BE PERPENDICULAR TO THE WALLS

OF THE TOWER, SLOPE TO DRAIN, UNLESS NOTED OTHERWISE

REPAIR AND REBUILD UPPER

PORTIONS OF LEVEL 2 WALLS

AS REQUIRED FOLLOWING

INSTALLATION OF NEW STEEL

STRUCTURE AT LEVEL 3

A5.7

1 AXO

VIEW

PARGE BRICK

AS PREP FOR

PMMA ROOFING

OPEN HEAD JOINT

WEEP HOLES @ 24"

O.C. MINIMUM ABOVE

FLASHING

OPEN HEAD JOINT

WEEP HOLES @ 24"

O.C. MINIMUM ABOVE

FLASHING

SEALANT OR

TRANSITION PER

PMMA MANUFACTURER

ADJUSTABLE HEIGHT PINTEL TIE WITH LADDER-

TYPE HORIZONTAL REINFORCEMENT EVERY 16”

O.C. VERTICAL AND 16" O.C. HORIZONTALLY

SPLIT TAIL ANCHORS,

SEE MASONRY

RESTORATION DWGS;

SEAL ALL ANCHOR

PENETRATIONS

SET LADDER-TYPE REINFORCEMENT

AND ANCHORS IN SEALANT WHERE

THEY PENETRATE THE DAMPROOFING;

APPLY DAMPPROOFING AROUND

PENETRATIONS TO PROPERLY SEAL

GROUT VOIDS

UNDER FLASHING

A

A

A

A

A

12 0 126

SCALE OF INCHES

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

LEVEL 3 SECTION

DETAILS

254798A5.2

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA5.2

1 LEVEL 3 SECTION DETAIL AT WALL

B.O. LANTERN

79'-6"

LEVEL 4

72'-4"

PARTIALLY RECESSED CURB

WITH CANTED FLASHING

INSTALL GALV STEEL CHANNEL FRAMING TO

SUPPORT GRAVITY VENTILATOR IN CIRCULAR

OPENING; SEE STRUCTURAL DWGS

FACTORY FINISHED METAL GRAVITY

VENTILATOR SET ON MANUFACTURER

PROVIDED CURB AT THE TOP OF

THE LEVEL 3 BELFRY

ROOF 1: LANTERN BASE

INSTALL NEW 20 OZ. ZINC-TIN

COATED COPPER ROOFING OVER

SELF ADHERED POLYETHYLENE

FACED UNDERLAYMENT

ROOF 2: URN PLATFORM

INSTALL 20 OZ. ZINC-TIN

COATED COPPER ROOFING

OVER SELF-ADHERED

POLYETHYLENE FACED

UNDERLAYMENT

ROOF 3: BELFRY CORNICE

INSTALL 20 OZ. ZINC-TIN

COATED COPPER ROOFING

OVER SELF-ADHERED

POLYETHYLENE FACED

RUBBERIZED ASPHALT

UNDERLAYMENT

RESET FOUR (4) URNS REMOVED

DURING PREVIOUS EMERGENCY

STABILIZATION; SEE MASONRY

RESTORATION DWGS

20 OZ. THROUGH

WALL FLASHING

ZINC-TIN COATED COPPER

CAP SLEEVE OVER STN STL

PIN; SOLDER TO ROOFING

20 OZ. THROUGH WALL FLASHING

STN STL TIE DOWN ROD AT EIGHT (8)

LOCATIONS; SEE STRUCTURAL DWGS

INSTALL NEW RED

BRICK VENEER AT

INTERIOR OF CIRCULAR

DRUM; REPLACE

PARGING AT INTERIOR

OF BRICK DRUM

MARBLE CLADDING

SECURED TO CMU BACKUP

WALL; SEE STRUCTURAL

AND RESTORATIONN DWGS

SEE STRUCTURAL DWGS

FOR LEVEL 4 SUPPORT

STRUCTURE AT BASE

OF CIRCULAR DRUM

REPLACE CANTILEVERED

LIMESTONE SLABS AT

BASE OF LEVEL 4

FRAMING

RESET EXISTING MARBLE

CLADDING; SEE

RESTORATION DWGS

INSTALL BUFF/ YELLOW BRICK

VENEER TO MAT ORIGINAL

A6.9

BASE OF URN

BASE OF LIMESTONE SOFFIT

C E N T E R L

IN

E

O F

L A N T E R N

SEE STRUCTURAL DWGS

FOR FRAMING SUPPORT

A5.7

1 SIMILAR

AXO VIEW

A5.4

A5.5

A5.6

CUSTOM STEEL CHANNEL

RING SUPPORT AT INSIDE

EDGE OF NEW LIMESTONE

SLABS, PAINTED TO

MATCH LIMESTONE; SEE

STRUCTURAL DWGS

GROUTED CMU BLOCK;

SEE STRUCTURAL DWGS

GROUTED CMU BLOCK;

SEE STRUCTURAL DWGS

20 OZ. THROUGH WALL

FLASHING CONTINUOUS

ABOVE LEVEL 3 ARCHED

OPENINGS

ANCHOR EXISTING MARBLE CLADDING ON

CMU BACKUP; IRREGULAR SURFACE OF

MARBLE CLADDING MAY REQUIRE CUTTING

AND ADJUSTMENTS IN BRICK FILL TO

MAINTAIN ORIGINAL DIMENSIONS

OPEN HEAD JOINT WEEP HOLES @

24" O.C. MINIMUM ABOVE FLASHING

STN STL TIE DOWN ROD

AT EIGHT (8) LOCATIONS;

SEE STRUCTURAL DWGS

PROVIDE 1" OPEN

HEAD JOINT/

WEEPS IN WALL

PROVIDE BUILT-UP CMU WALL BEHIND

STEEL TO PROVIDE CONTINUOUS

WATERPROOFING SUBSTRATE

THROUGH WALL FLASHING

UNDER DAMPPROOFING

TRANSITION

A

A

A

A

S C A L E

O F

F E E T

W

ASH

INGTON, DC

P M

IS

P K G

N O

D R A W

IN

G

N O

S H E E T

S U B

S H E E T

N O

D E S

IG

N E D

PRIM

E/ARC

HITEC

TURE:

T

IT

L E

O F

S H E E T

O F

C A D D

T E C H

R E V

IE

W

D A T E

S C A m ith G ro u p

Structural:

Silm an B oston, M

A

C onsultant 2:

B uilding C onser Assoc B oston, M

A

6/13/2022 4:23:25 PM BIM 360://Client Projects - National Park Service/NPS_BOST 254798_DD & CD.rvtSJP

L E V E L

D R U M A N D

L A N T E R N

S E C T

IO

N

D E T A

IL

S

A5.3

S J P

S J P

D O R C H E S T E R

H E

IG

H T S

M O N U M E N T

SCALE AA5.3

1 LEVEL 4, DRUM, AND LANTERN SECTION DETAILS

ROOF 2:

URN

PLATFORM

ROOF 1:

LANTERN

BASE

ROOF 3:

BELFRY

CORNICE

ROOF 4:

TOWER

CHAMBER

CORNICE

R 2' - 3"

R 2' - 9"

A5.3

MASONRY

OPENING BELOW

TOP DOME OF

GRAVITY VENTILATOR

CURB AND FLANGE

SUPPORTING

GRAVITY VENTILATOR

REPLACE EIGHT (8)LANTERN TIE

RODS WITH NEW STN STL TIE RODS;

SEE STRUCTURAL DWGS; PROVIDE

FLUID APPLIED PMMA FLASHING AT

BASE OF RODS TO ZINC-TIN COATED

COPPER; SEE STRUCTURAL DWGS

PROVIDE PAINTED METAL GRAVITY

VENTILATOR SET ON MANUFACTURER

PROVIDED CURB AT THE TOP OF

THE LEVEL 3 BELFRY

ROOF 1: LANTERN BASE

20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS

RED ROSIN PAPER OVER

SELF-ADHERED

POLYETHYLENE FACED

UNDERLAYMENT

ROOF 1

ROOF 2

ROOF 2

ROOF 1

A5.3

RESET FOUR (4) URNS REMOVED

DURING PREVIOUS EMERGENCY

STABILIZATION; SEE MASONRY

RESTORATION DWGS

RESET FOUR (4) URNS REMOVED

DURING PREVIOUS EMERGENCY

STABILIZATION; SEE MASONRY

RESTORATION DWGS

A

A

SCALE OF FEET

1 1 20

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

S J P

ENLARGED ROOF PLAN

DETAILS

254798A5.4

SJP

SJP

DORCHESTER HEIGHTS MONUMENT1/21/2022

A5.4

1 AERIAL VIEW OF ROOFING

SCALE AA5.4

2 ROOF 1 PLAN AT LANTERN

REPLACE EIGHT (8)LANTERN TIE

RODS WITH NEW STN STL TIE

RODS; SEE STRUCTURAL DWGS;

PROVIDE FLUID APPLIED PMMA

FLASHING AT BASE OF RODS TO

ZINC-TIN COATED COPPER; SEE

STRUCTURAL DWGS

ROOF 2

OPEN TO

BELOW

INSTALL NEW RED BRICK VENEER

AT INTERIOR OF CIRCULAR DRUM;

REPLACE PARGING AT INTERIOR

OF BRICK DRUM

REPLACE

CANTILEVERED

LIMESTONE SLABS

AT BASE OF

LEVEL 4 FRAMING

ROOF 2

A5.3

ROOF 2: URN PLATFORM

20 OZ. ZINC-TIN COATED

COPPER WITH 2 LAYERS RED

ROSIN PAPER OVER SELF-

ADHERED POLYETHYLENE

FACED UNDERLAYMENT

RESET FOUR (4) URNS REMOVED

DURING PREVIOUS EMERGENCY

STABILIZATION; SEE MASONRY

RESTORATION DWGS

ANCHOR EXISTING MARBLE CLADDING ON

CMU BACKUP; IRREGULAR SURFACE OF

MARBLE CLADDING MAY REQUIRE CUTTING

AND ADJUSTMENTS IN BRICK FILL TO

MAINTAIN ORIGINAL DIMENSIONS

BRICK INFILL BETWEEN

MARBLE AND CMU TO ALLOW

FOR IRREGULARITIES AND

TOLERANCE IN INSTALLATION

RESET FOUR (4) URNS REMOVED

DURING PREVIOUS EMERGENCY

STABILIZATION; SEE MASONRY

RESTORATION DWGS

GROUTED CMU BLOCK;

SEE STRUCTURAL DWGS

STEEL OUTRIGGER TO

SUPPORT TIE RODS AND

LIMESTONE SOFFIT BELOW;

SEE STRUCTURAL DWGS

A

A

SCALE OF FEET

1 1 20

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

ENLARGED ROOF PLAN

DETAILS

254798A5.5

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA5.5

1 ROOF 2 PLAN AT URN PLATFORM

OPEN TO

BELOW

REPLACE EIGHT (8) LANTERN TIE

RODS WITH NEW STN STL TIE

RODS; SEE STRUCTURAL DWGS;

SEE STRUCTURAL DWGS

REPLACE

CANTILEVERED

LIMESTONE SLABS

AT BASE OF

LEVEL 4 FRAMING

INSTALL NEW RED BRICK

VENEER AT INTERIOR OF

CIRCULAR DRUM; REPLACE

PARGING AT INTERIOR OF

BRICK DRUM

SEE STRUCTURAL DWGS

FOR LEVEL 4 SUPPORT

STRUCTURE AT BASE OF

CIRCULAR DRUM

SEE STRUCTURAL DWGS

FOR STEEL PLATE ABOVE

STEEL BEAMS TO SUPPORT

STRUCTURAL CMU BLOCK

A5.3

ROOF 3

ROOF 3

ROOF 3: LANTERN BASE

20 OZ. ZINC-TIN

COATED COPPER WITH 2

LAYERS RED ROSIN

PAPER OVER SELF-

ADHERED POLYETHYLENE

FACED UNDERLAYMENT

GROUTED CMU BLOCK;

SEE STRUCTURAL DWGS

STEEL OUTRIGGER TO

SUPPORT TIE RODS AND

LIMESTONE SOFFIT BELOW;

CONNECT TO OUTER

STEEL BEAMS; SEE

STRUCTURAL DWGS

GROUTED CMU BLOCK;

SEE STRUCTURAL DWGS

MARBLE CLADDING SECURED

TO CMU BACKUP WALL; SEE

STRUCTURAL AND

RESTORATIONN DWGS

GROUTED CMU BACKUP AT

CORNER UNDER URN; SEE

STRUCTURAL DWGS

EIGHT (8) STN STL RODS

AND BENT PLATES

SUPPORTING CUSTOM STEEL

CHANNEL RING AT INSIDE

EDGE OF NEW LIMESTONE

SLABS, PAINTED TO MATCH

LIMESTONE; SEE STRUCTURAL

DWGS

STEEL PLATE ABOVE

BEAMS TO SUPPORT

GROUTED CMU; SEE

STRUCTURAL DWGS

PARTIALLY EMBED STEEL

OUTRIGGERS AND BENT

PLATES IN BRICK AND CMU

ASSEMBLY TO CONCEAL

FROM VIEW; HORIZONTAL

LEG OF BENT PLATE

EXPOSED TO SECURE TIE

ROD FROM LANTERN ABOVE

AND STEEL RING AT

LIMESTONE SOFFIT BELOW

STEEL PLATE ABOVE

BEAMS TO SUPPORT

GROUTED CMU; SEE

STRUCTURAL DWGS

A

SCALE OF FEET

1 1 20

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

ENLARGED ROOF PLAN

DETAILS

254798A5.6

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA5.6

1 ROOF 3 PLAN BELOW URN PLATFORM

SALVAGED MARBLE CLADDING

RESET AND ANCHORED INTO NEW

CMU BACKUP; SEE MASONRY

RESTORATION DWGS

SPLIT TAIL STRAP

ANCHOR, TWO (2)

INSTALLED AT TOP AND

BOTTOM JOINTS BETWEEN

STONES; SEE MASONRY

RESTORATION DWGS

PREFABRICATED FLASHING

AT OUTSIDE AND INSIDE

CORNERS OF MASONRY

GROUTED CMU BLOCK, REFER

TO STRUCTURAL DRAWINGS

SINGLE WYTHE

BRICK VENEER

AT INTERIOR

ADJUSTABLE HEIGHT PINTEL

TIE WITH LADDER-TYPE

HORIZONTAL REINFORCEMENT

EVERY 16” O.C. VERTICAL

AND 16" O.C. HORIZONTALLY

1" MINIMUM AIR SPACE TO

ALLOW SPACE FOR INSTALLATION

OF LADDER-TYPE HORIZONTAL

REINFORCEMENT BETWEEN CMU

AND BRICK

OPEN HEAD JOINT WEEP

HOLES @ 24" O.C.

MINIMUM ABOVE FLASHING

CONTINUOUS THROUGH

WALL FLASHING FROM

INTERIOR BRICK

THROUGH CMU TO

EXTERIOR MARBLE

CLADDING

1" MINIMUM AIR SPACE

TO ALLOW SPACE FOR

INSTALLATION OF SPLIT

TAIL STRAP ANCHORS

BETWEEN MARBLE

CLADDING AND CMU

CONTINUOUS

THROUGH WALL

FLASHING FROM

INTERIOR

BRICK

THROUGH CMU

TO EXTERIOR

MARBLE

CLADDING

SPLIT TAIL ANCHORS, SEE

MASONRY RESTORATION DWGS;

SEAL ALL ANCHOR

PENETRATIONS AT FLASHING

SIMILAR TO DETAIL 5/ A5.7

A

SALVAGED MARBLE CLADDING

RESET AND ANCHORED INTO

NEW CMU BACKUP; SEE

MASONRY RESTORATION DWGS

SPLIT TAIL STRAP ANCHOR,

TWO (2) INSTALLED AT

TOP AND BOTTOM JOINTS

BETWEEN STONES; SEE

MASONRY RESTORATION

DWGS; SEAL ALL ANCHOR

PENETRATIONS AT

FLASHING SIMILAR TO

DETAIL 5/ A5.7

STN STL THREADED ROD

ANCHOR INTO GROUNTED

CMU BACKUP; SEE MASONRY

RESTORATION DWGS

GROUTED CMU BLOCK, REFER

TO STRUCTURAL DRAWINGS

SINGLE WYTHE BRICK

VENEER AT INTERIOR

ADJUSTABLE HEIGHT PINTEL TIE WITH

LADDER-TYPE HORIZONTAL

REINFORCEMENT EVERY 16” O.C.

VERTICAL AND 16" O.C. HORIZONTALLY1" MINIMUM AIR SPACE

TO ALLOW SPACE FOR

INSTALLATION OF SPLIT

TAIL STRAP ANCHORS

BETWEEN MARBLE

CLADDING AND CMU

SOLID GROUT BELOW FLASHING

OPEN HEAD JOINT WEEP

HOLES @ 24" O.C.

MINIMUM ABOVE FLASHING

LEVEL 3 INTERIOR FLOOR SLAB

CONTINUOUS THROUGH WALL FLASHING

FROM INTERIOR BRICK THROUGH CMU

TO EXTERIOR MARBLE CLADDING

1/4" PER FT (2%) SLOPED

CONCRETE TOPPING SLAB

WITH CURB AT STAIR EDGE

FINISHED WITH FLUID APPLIED

URETHANE TRAFFIC COATING

OVER PMMA ROOFING

PARGE BRICK AS PREP

FOR PMMA ROOFING

SEALANT OR TRANSITION PER

PMMA MANUFACTURER

ROOF 4: TOWER CHAMBER CORNICE

INSTALL 20 OZ. ZINC-TIN COATED

COPPER ROOFING OVER SELF-

ADHERED POLYETHYLENE FACED

UNDERLAYMENT

1" MINIMUM AIR SPACE TO ALLOW

SPACE FOR INSTALLATION OF LADDER-

TYPE HORIZONTAL REINFORCEMENT

BETWEEN CMU AND BRICK

HEIGHT OF FLASHING TO ALIGN WITH

EXISTIG MORTAR JOINTS; MINIMUM 8"

IN HEIGHT WHERE POSSIBLE

HEIGHT OF FLASHING TO ALIGN WITH

EXISTIG MORTAR JOINTS; MINIMUM 8"

IN HEIGHT WHERE POSSIBLE

A

A

A

A

A

NEW 20 OZ. ZINC-TIN

COATED COPPER SHEET

UNDERLAYMENT

TWO (2) LAYERS

RED ROSIN PAPER

COMPLETELY FILL SEAMS

WITH SOLDER

NEW FASTENER AND INSERTREINSTALLED MASONRY

A

NEW COPPER CLEAT

NEW 20 OZ. ZINC-TIN

COATED COPPER SHEET

FOLD CLEAT TAB OVER

FASTENER HEAD

UNDERLAYMENT

TWO (2) LAYERS

RED ROSIN PAPER

COMPLETELY FILL SEAMS

WITH SOLDER

NEW FASTENER AND INSERTREINSTALLED MASONRY

A

STN STL DOWEL

UNDERLAYMENT

TWO (2) LAYERS

RED ROSIN PAPER

SEALANT AROUND DOWEL

AT UNDERLAYMENT

REINSTALLED MASONRY

ZINC-TIN COATED

COPPER CAP WELDED

TO ROOFING AND/

OR FLASHING

A

2 2 40

SCALE OF FEET

12 0 126

SCALE OF INCHES

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SCALE B

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :2

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

ROOFING AND FLASHING

DETAILS

254798A5.7

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA5.7

2 OUTSIDE CORNER FLASHING DETAIL

SCALE AA5.7

1 THROUGH WALL FLASHING DETAIL

SCALE BA5.7

3 TYPICAL SOLDERED COPPER JOINT

SCALE BA5.7

4 TYPICAL SOLDERED COPPER JOINT AT CLEAT

SCALE BA5.7

5 TYPICAL DOWEL CONNECTION AT MASONRY

MASONRY OPENING

4'-8" +/-

EXISTING STONE FRAME TO

REMAIN; PATCH MASONRY; SEE

MASONRY RESTORATION DRAWINGS

A6.3

A6.3

A6.1

CUSTOM BRONZE

STORM RESISTANT

PASSIVE VENTILATION

LOUVER WITH

INTEGRAL BIRD

SCREEN IN EXISTING

OPENING (OPTION D)

REINSTALL EXISTING

HISTORIC BRONZE

DOOR FOLLOWING

CLEANING, REPAIR,

AND RESTORATION

(OPTION D)

A6.1

REMOVE EXISTING LOUVER SET

WITHIN HISTORIC METAL DOOR;

INSTALL STORM RESISTANT

PASSIVE VENTILATION LOUVER

WITH INTEGRAL BIRD SCREEN

IN EXISTING OPENING

(OPTION D)

PATCH AND REPAIR

DOOR AT LOCATION

OF REMOVED LOCK

(OPTION D)

REINSTALL EXISTING

HISTORIC BRONZE

DOOR FOLLOWING

CLEANING, REPAIR,

AND RESTORATION

(OPTION D)

REMOVE EXISTING PAINT

COATINGS; REPAIR DAMAGE TO

BRONZE COMPONENTS

INCLUDING HOLES AND

DEFORMATIONS; CLEAN AND

RESTORE PATINA TO HISTORIC

BRONZE

(OPTION D)

LEVEL 1

EL +0' - 0"

M.O.

4'-8" +/-

M .O

2'-6 5/8"

INSTALL CUSTON

BRONZE STORM

RESISTANT PASSIVE

VENTILATION LOUVER

WITH INTEGRAL BIRD

SCREEN IN EXISTING

OPENING (OPTION D)

INSTALL NEW DOOR

HANDLE AND HEAVY

DUTY DEADBOLT

LOCK (OPTION D)

A F F

A6.1

REINSTALL EXISTING

HISTORIC BRONZE

DOOR FOLLOWING

CLEANING, REPAIR,

AND RESTORATION

(OPTION D)

REMOVE EXISTING PAINT

COATINGS; REPAIR

DAMAGE TO BRONZE

COMPONENTS

INCLUDING HOLES AND

DEFORMATIONS; CLEAN

AND RESTORE PATINA

TO HISTORIC BRONZE

(OPTION D)

REMOVE EXISTING

LOUVER SET WITHIN

HISTORIC METAL

DOOR (OPTION D)

REMOVE EXISTING

STEEL BOX

ENCLOSURE AND

HANDLE TO REPAIR

DOOR AND PROVIDE

NEW HARDWARE AND

LOCKING DEVICE

(OPTION D)

CAREFULLY REMOVE

EXISTING BRONZE ENTRY

DOOR AND FRAME FOR

CLEANING, REPAIR, AND

RESTORATION; TAKE

PRECAUTIONS NOT TO

DAMAGE SURROUNDING

MASONRY (OPTION D)

CUSTOM BRONZE STORM

RESISTANT LOUVER

INSTALLED IN EXISTING

OPENING IN HISTORIC

BRONZE ENTRY DOOR

HISTORIC BRONZE ENTRY

DOOR

2 1/2"

FORMED SILL PAN

FOR DRAINAGE

INTEGRAL BIRD

SCREEN ON

INTERIOR FACE

OF LOUVER

TERMINATE

BIRD SCREEN

WITHIN BACK

LEG OF SILL

PAN TO ALLOW

CONDENSATION

TO DRAIN

A

6 63 0

SCALE OF INCHES

0 2 311

SCALE OF FEET

SCALE OF FEET

1 1 20

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SCALE B

SCALE C

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :3

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

ENTRY DOOR DETAILS

254798A6.3

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE BA6.3

2 LEVEL 1 ENTRY DOOR PLAN DETAIL (OPTION D)

SCALE BA6.3

4 ENTRY DOOR INTERIOR ELEVATION (OPTION D)

SCALE BA6.3

3 ENTRY DOOR EXTERIOR ELEVATION (OPTION D)

SCALE CA6.3

5 ENTRY DOOR CUSTOM BRONZE LOUVER (OPTION D)

EXISTING CONDITION AT

INTERIOR OF DOOR

BEHIND EXISTING LOCK

EXISTING LOUVER IN ENTRY DOOR

BRONZE DOOR RESTORATION TREATMENT:

RESTORE EXISTING BRONZE DOOR WITH PANELED FRONT

AND PLAIN INTERIOR FACE. SCOPE INCLUDES

ORNAMENTAL METAL REPAIR AND RE-FINISHING;

REMOVING LATER WELDED STEEL LATCH BOX; PROVIDING

NEW HEAVY DUTY CUSTOM LOCKING HARDWARE

CONSISTENT WITH ORIGINAL DOOR DESIGN; AND

INSTALLING NEW CUSTOM STORM RESISTANT BRONZE

VENTILATION LOUVER WITH INSECT SCREEN AT EXISTING

LOUVER OPENING.

PRIOR TO REMOVAL FOR OFFSITE RESTORATION,

CONTRACTOR TO SUBMIT WRITTEN TREATMENT PROPOSAL

AND SHOP DRAWING PREPARED BY QUALIFIED

ARCHITECTURAL METALS CONSERVATOR FOR APPROVAL

BY CONTRACTING OFFICER (CO). CONTRACTOR TO

INDICATE METHODS, MATERIALS, AND PROCEDURES FOR

REMOVING AND TRANSPORTING; REPAIRING SURFACE

BLEMISHES AND HOLES; REPLACING MISSING ELEMENTS;

ANCHORING FRAME AND HARDWARE TO MASONRY;

CLEANING AND RESTORATION OF ORIGINAL INTERIOR AND

EXTERIOR FINISHES AND ASSOCIATED WORK.

STL DOOR FRAME WITH

POWDER COATED FINISH

EXISTING STONE FRAME TO REMAIN;

PATCH MASONRY FOLLOWING

REMOVAL OF EXISTING DOOR; SEE

MASONRY RESTORATION DRAWINGS

PROVIDE METAL DOOR, W/ SIX (6)

GLAZED PANELS AND TWO (2)

PASSIVE VENTILATION LOUVERS AT

THE BASE; PROVIDE LOUVERS WITH

INTEGRAL INSECT SCREEN IN BOTTOM

RECESSED PANELS OF DOOR

METAL GUARDRAIL INSTALLED WITHIN

EXISTING MASONRY JAMB IN FRONT

OF LEVEL 2 DOOR; FINISH STEEL

SURFACES WITH A PRIMER AND

HIGH-PERFORMANCE COATING

INSTALL BIRD NET ON

EXTERIOR SIDE OF GUARDRAIL

INSTALL EXTERIOR SEALANT

JOINT AROUND PERIMETER

OF DOOR HEAD AND JAMB

A

STL DOOR FRAME

WITH POWDER

COATED FINISH

PROVIDE THRESHOLD

WITH STOP SEAL AND

WEATHERSTRIP; INSTALL

IN THRESHOLD PAN

WITH UPTURNED EDGES

SET IN SEALANT

EXISTING STONE

FRAME TO REMAIN;

PATCH MASONRY

FOLLOWING REMOVAL

OF EXISTING DOOR;

SEE MASONRY

RESTORATION

DRAWINGS

METAL GUARDRAIL

INSTALLED WITHIN

EXISTING MASONRY

JAMB IN FRONT OF

LEVEL 2 DOOR; FINISH

STEEL SURFACES WITH

A PRIMER AND HIGH-

PERFORMANCE

COATING

PROVIDE METAL DOOR, W/

SIX (6) GLAZED PANELS AND

TWO (2) PASSIVE

VENTILATION LOUVERS AT

THE BASE; PROVIDE

LOUVERS WITH INTEGRAL

BIRD SCREEN IN BOTTOM

RECESSED PANELS OF DOOR

PROVIDE METAL DOOR, W/

TWO (2) PASSIVE VENTILATION

LOUVERS AT THE BASE;

PROVIDE LOUVERS WITH

INTEGRAL INTEGRAL SCREEN

IN BOTTOM RECESSED

PANELS OF DOOR

1/4"

GLAZING

1/4"

GLAZING

1/4"

GLAZING

PROVIDE PAIR 8"CAST

BRASS DOOR PULLS

(BASIS OF DESIGN:

ROCKWOOD #RM5532)

PROVIDE HEAVY DUTY 12"

STN. STL. SURFACE MTD

VERTICAL SLIDE BOLT

MTD AT HEADER &

THRESHOLD OF ONE LEAF

ONLY (BASIS OF DESIGN:

ROCKWOOD 580-12)

HEAVY DUTY 12"

SURFACE MOUNTED

HURRICANE SLIDE BOLT

WITH DOUBLE CATCH, MIN

3" BOLT THROW AND

ANTI-RATTLE SPRING

MOUNTED AT MIDRAIL

(BASIS OF DESIGN: JOHN

WRIGHT #088503

PAIR WALL MTD CAST

BRASS HOOK AND

DOORSTOP (BASIS OF

DESIGN: ROCKWOOD #477)

INSTALL BIRD NET

ON EXTERIOR SIDE

OF GUARDRAIL

2" 4"

INSTALL EXTERIOR

SEALANT JOINT AROUND

PERIMETER OF DOOR

HEAD AND JAMB

A

A

MARBLE THRESHOLD

20 OZ. THROUGH WALL

FLASHING WRAPPING JAMB

2'-0"

STN. STL. SIDEWINDER

CABLE GUIDE

STN. STL. ROPE CLAMPS

FOR STN STL CABLE; TWO

(2) PER CONNECTION

WITH 2" CABLE TURN-

BACK MINIMUM

STN. STL. THIMBLE AT

ALL LOOP CONNECTIONS

STN. STL. TRUNBUCKLE

STN. STL. EYE BOLT

STN. STL. THIMBLE AT

ALL LOOP CONNECTIONS

STN. STL. SIDEWINDER

CABLE GUIDE

STN. STL. ROPE CLAMPS

FOR STN STL CABLE; TWO

(2) PER CONNECTION

WITH 2" CABLE TURN-

BACK MINIMUM

6 63 0

SCALE OF INCHES

WASHINGTON, DC

PMIS/PKG NO.

DRAWING NO.

SHEET

SUB SHEET NO.DESIGNED:PRIME/ARCHITECTURE: TITLE OF SHEET

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Structural:

Silman Boston, MA

Consultant 2:

Building Conser Assoc Boston, MA

165882

:2 :3

P M

B

IM

C li e n t P ro je c ts

N a ti o n a l P a rk

S e rv ic e N P S B O S T

D D

C D .r v t

A u th o r

LEVEL 2 AND LEVEL 3

DOOR DETAILS

254798A6.8

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA6.8

1 LEVEL 2 DOOR JAMB DETAIL

SCALE AA6.8

2 LEVEL 2 DOOR HEADER AND PROFILES

SCALE AA6.8

3 LEVEL 3 BIRD NETTING DETAIL

SELF-ADHERED POLYETHELENE

FACED UNDERLAYMENT; EXTEND

UNDERLAYMENT UNDER MARBLE

THRESHOLD AND BELOW

THROUGH WALL FLASHING

PMMA ROOFING INSTALLED

CONTINUOUS UNDERNEATH

MARBLE THRESHOLD

MARBLE THRESHOLD

20 OZ. THROUGH

WALL FLASHING

WRAPPING THE JAMB

INSTALL FLUID APPLIED

URETHANE TRAFFIC

COATING OVER PMMA

ROOFING AT LEVEL 03

SLAB; INSTALL PMMA

OVER BACK LEG OF

AND BASE OF SILL PAN

20 OZ. THROUGH

WALL FLASHING

WRAPPING THE JAMB

PROVIDE 42"

GUARDRAIL WITHIN

MASONRY OPENING

INSTALL BIRD NET ON

EXTERIOR SIDE OF GUARDRAIL

NON-SHRINK GROUT

CONT. STL PLATE; SEE

STRUCTURAL DWGS

SEE STRUCTURAL DWGS

FOR FRAMING SUPPORT

A6.9

PROVIDE A MINIMUM OF TWO

(2) PINNED CONNECTIONS

FOR THRESHOLD INTO

STRUCTURE BELOW USING

STN STL DOWELS; SIMILAR

TO DETAIL 5/A5.7

INSTALL DRAINAGE MAT EMBEDDED

IN SEALANT UNDERNEATH MARBLE

THRESHOLD…