Addendum_B_Drawings_2022-0622_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

:5 :5

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

691SUFFOLK

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 69 G0.1 ABBREVIATIONS AND SYMBOLS

3 OF 69 G0.2 SITE STAGING AND ACCESS PLAN

4 OF 69 G1.0 PROJECT NARRATIVE & BUILDING CODE SUMMARY

ARCHITECTURAL DEMOLITION

5 OF 69 AD2.1 CRAWL SPACE AND LEVEL 1 DEMOLITION FLOOR PLANS

6 OF 69 AD2.2 LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION FLOOR PLANS

7 OF 69 AD3.1 CRAWL SPACE AND LEVEL 1 DEMOLITION REF CEILING PLANS

8 OF 69 AD3.2 LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION REF CEILING PLANS

9 OF 69 AD4.1 BUILDING DEMOLITION SECTIONS

10 OF 69 AD4.2 DEMOLITION DETAILS

11 OF 69 HD1.0 HAZMAT ABATEMENT SITE PLAN

12 OF 69 HD1.1 HAZMAT ABATEMENT FLOOR PLAN & BUILDING SECTION

ARCHITECTURAL

13 OF 69 A1.1 ARCHITECTURAL SITE PLAN

14 OF 69 A2.1 CRAWL SPACE AND LEVEL 1 FLOOR PLANS

15 OF 69 A2.2 LEVEL 2, LEVEL 3, AND LANTERN FLOOR PLANS

16 OF 69 A3.1 CRAWL SPACE AND LEVEL 1 REF CEILING PLANS

17 OF 69 A3.2 LEVEL 2, LEVEL 3, AND LANTERN REF CEILING PLANS

18 OF 69 A4.1 WEST ELEVATION

19 OF 69 A4.2 NORTH ELEVATION

20 OF 69 A4.3 EAST ELEVATION

21 OF 69 A4.4 SOUTH ELEVATION

22 OF 69 A4.5 EAST-WEST SECTION

23 OF 69 A4.6 NORTH-SOUTH SECTION

24 OF 69 A5.1 LEVEL 2 & LEVEL 3 SECTION DETAILS

25 OF 69 A5.2 LEVEL 3 SECTION DETAILS

26 OF 69 A5.3 LEVEL 4, DRUM, AND LANTERN SECTION DETAILS

27 OF 69 A5.4 ENLARGED ROOF PLAN DETAILS

28 OF 69 A5.5 ENLARGED ROOF PLAN DETAILS

29 OF 69 A5.6 ENLARGED ROOF PLAN DETAILS

30 OF 69 A5.7 ROOFING AND FLASHING DETAILS

31 OF 69 A6.1 CRAWL SPACE AND PLINTH SLAB

32 OF 69 A6.2 LEVEL 1 FLOOR GRATE DETAILS

33 OF 69 A6.3 ENTRY DOOR DETAILS

34 OF 69 A6.4 "SQUARE" STAIR ELEVATIONS

35 OF 69 A6.5 "SQUARE" STAIR ELEVATIONS

36 OF 69 A6.6 "SQUARE" STAIR DETAILS

37 OF 69 A6.7 LEVEL 2 AND LEVEL 3 DOOR DETAILS

38 OF 69 A6.8 LEVEL 2 AND LEVEL 3 DOOR DETAILS

39 OF 69 A6.9 LEVEL 3 FLASHING AND LANTERN WATERPROOFING & FLASHING DETAILS

40 OF 69 A6.10 LEVEL 3 SPIRAL STAIR ENCLOSURE DETAILS

41 OF 69 A6.11 LEVEL 3 SPIRAL STAIR ENCLOSURE DETAILS

MASONRY RESTORATION

42 OF 69 R1.1 MASONRY RESTORATION WEST ELEVATION

43 OF 69 R1.2 MASONRY RESTORATION NORTH ELEVATION

44 OF 69 R1.3 MASONRY RESTORATION EAST ELEVATION

45 OF 69 R1.4 MASONRY RESTORATION SOUTH ELEVATION

46 OF 69 R1.5 MASONRY RESTORATION WEST INTERIOR

47 OF 69 R1.6 MASONRY RESTORATION NORTH INTERIOR

48 OF 69 R1.7 MASONRY RESTORATION EAST INTERIOR

49 OF 69 R1.8 MASONRY RESTORATION SOUTH INTERIOR

50 OF 69 R1.9 MASONRY RESTORATION QUANTITY SCHEDULE - BASE BID

51 OF 69 R1.10 MASONRY RESTORATION QUANTITY SCHEDULE - OPTIONS

52 OF 69 R1.11 MASONRY RESTORATION DETAILS

STRUCTURAL

53 OF 69 S0.1 GENERAL STRUCTURAL NOTES AND LEGEND

54 OF 69 S0.2 DESIGN PARAMETERS AND LOAD SCHEDULE

55 OF 69 S2.1 FOUNDATION PLAN AND FRAMING PLANS

56 OF 69 S4.1 SECTIONS

57 OF 69 S4.2 SECTIONS

58 OF 69 S5.1 TYPICAL DETAILS

59 OF 69 S5.2 TYPICAL DETAILS

ELECTRICAL

60 OF 69 E0.1 ELECTRICAL ABBREVIATIONS AND SYMBOLS

61 OF 69 E1.1 ELECTRICAL SITE POWER AND LIGHTING PLAN

62 OF 69 E1.2 ELECTRICAL SITE UTILITY PLAN

63 OF 69 ED2.1 ELECTRICAL CRAWL SPACE AND LEVEL 1 DEMOLITION FLOOR PLANS

64 OF 69 ED2.2 ELECTRICAL LEVEL 2, LEVEL 3, AND LANTERN DEMOLITION FLOOR PLANS

65 OF 69 E2.1 ELECTRICAL CRAWL SPACE AND LEVEL 1 POWER AND LIGHTING PLANS

66 OF 69 E2.2 ELECTRICAL LEVEL 2, LEVEL 3, AND LANTERN POWER AND LIGHTING PLANS

67 OF 69 E6.0 ELECTRICAL DETAILS

68 OF 69 E6.1 ELECTRICAL DETAILS

69 OF 69 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

AD4.1, AD4.2, A1.1, A5.2, R1.1-R1.4, S4.1 ADDENDUM BB 6/22/22

B

LEVEL 1

EL +0' - 0"

LEVEL 3

EL +56' - 8"

LEVEL 4 LIMESTONE

SLABS

EL +70' - 3"

GRADE

EL -6' - 4"

CRAWL SPACE

EL -6' - 4"

B.O. LANTERN

EL +79' - 6"

B.O. URN BASE

EL +74' - 8"

B.O. DOME

EL +87' - 11"

T.O. SPIRE/ B.O.

WEATHERVANE

EL +104' - 8"

EXISTING METAL STAIR

TO LEVEL 2 TO REMAIN

REMOVE EXISTING

GUARDRAIL. RETAIN

GURDRAIL CAP FOR

REUSE ON NEW

GUARDRAIL (OPTION G)

EXISTING STAIR STRUCTURE

TO REMAIN; SALVAGE EXISTING

RAIL CAP TO BE REUSED

(OPTION G)

REMOVE EXISTING

DOORS AT LEVEL 2

CAREFULLY DISMANTLE EXISTING

STRUCTURAL FLOOR FRAMING AND

CONCRETE SLAB; REFER TO

STRUCTURAL DWGS (OPTION K)

DEMOLISH CONCRETE

PAVING AT PLINTH

(OPTION J)

DEMOLISH CONCRETE

PAVING AT PLINTH

(OPTION J)

CAREFULLY DISMANTLE THE

UPPER LEVEL OF THE

MONUMENT FROM THE LEVEL 3

STRUCTURAL FRAMING TO THE

SPIRE; SEE SECTION 1/A5.2

FOR EXTENT OF MASONRY AND

STONE REMOVAL; INVENTORY

AND CATALOG ALL STONE FOR

REASSEMBLY FOLLOWING

INSTALLATION OF NEW

STRUCTURAL FRAMING AND

MASONRY SUPPORTS; EXISTING

STEEL AND BRICK NOTED FOR

DEMOLITION TO BE DISPOSED

OF; SEE SALVAGE LIST ON

SHEET G1.0

AD101

AD101

AD101

REMOVE EXISTING GUARDRAIL.

RETAIN GURDRAIL CAP FOR

REUSE ON NEW GUARDRAIL

(OPTION G)

AD101

AD101

AD101

AD101

AD101

PROTECT EXISTING

HISTORIC SPIRAL STAIR

EXISTING STORM

RESISTANT LOUVERS

IN SLOT WINDOWS TO

REMAIN

AD4.1

CAREFULLY DISMANTLE UPPER LEVELS OF

MONUMENT FROM LEVEL 3 STRUCTURE TO

THE TOP OF THE MARBLE SPIRE, INCLUDING

OTHER MASONRY AND STRUCTURAL STEEL

ELEMENTS AND BUILDING ELEMENTS SUCH

AS DOORS AS INDICATED. TAKE CARE TO

SALVAGE EXISTING MARBLE AND BRICKS FOR

REUSE PER SPECIFICATIONS.

EXISTING TIE RODS

EXISTING (ORIGINAL) WIDE FLANGE BEAMS BEYOND

EXISTING WIDE FLANGE HINGED AT MIDPOINT

(INSTALLED IN 1990s)

EXISTING TIE RODS

EXISTING (ORIGINAL) WIDE FLANGE BEAMS BEYOND

EXISTING (ORIGINAL) WIDE FLANGE BEAMS

CONCRETE ENCASEMENT AT

EXISTING STEEL BEAMS

EXISTING STEEL BEAMS

EXISTING DIAGONAL CONCRETE ENCASEMENT CONCRETE ENCASEMENT AT

EXISTING STEEL BEAMS

EXISTING SUPPLEMENTAL GALV STEEL

BEAMS BELOW HISTORIC STEEL

FLOOR FRAMING AT STAIR OPENING

EXISTING STEEL FLOOR

FRAMING AT STAIR OPENING

PROBE #4: REMOVAL OF CORNICE STONE

AT LEVEL 3; SEE DETAIL 1/ AD4.1

PROBE #1: REMOVAL OF FACE STONE

AT LEVEL 4; SEE DETAIL 2/ AD4.1

NOTE:

SECTION DRAWINGS TAKEN FROM "1994-1997 EMERGENCY

REPAIR AS-BUILTS - BOST 457-41025A.PDF" AND USED

FOR INFORMATIONAL PURPOSES ONLY. SELECT CONDITIONS

WERE OBSERVED THROUGH PROBES CONDUCTED DURING

THE EMERGENCY STABILIZATION PHASE. IDENTIFICATION OF

STRUCTURE AND MASONRY DETAILS IS APPROXIMATE AND

MUST BE VERIFIED IN THE FIELD.

LEVEL 4

LEVEL 3

LEVEL 2

. CAREFULLY DISMANTLE THE

UPPER LEVEL OF THE

MONUMENT FROM THE LEVEL 3

STRUCTURAL FRAMING TO THE

SPIRE; SEE SECTION 1/A5.2

FOR EXTENT OF MASONRY AND

STONE REMOVAL; INVENTORY

AND CATALOG ALL STONE FOR

REASSEMBLY FOLLOWING

INSTALLATION OF NEW

STRUCTURAL FRAMING AND

MASONRY SUPPORTS; EXISTING

STEEL AND BRICK NOTED FOR

DEMOLITION TO BE DISPOSED

OF; SEE SALVAGE LIST ON

SHEET G1.0

EXISTING LOWER CORNICE STONE

B

SCALE OF FEET

8 8 160

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

:5 :5

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

BUILDING DEMOLITION

SECTIONS

254798AD4.1

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AAD4.1

1 NORTH - SOUTH DEMOLITION SECTION

AD101 DEMOLISH EXISTING MECHANICAL UNIT HEATERS.

ASSUME DEMOLITION OF SIXTEEN (16) UNIT

HEATERS INSTALLED AT LEVEL 1 AND LEVEL 2

AND ALONG THE STEEL STAIR BETWEEN THE

LEVELS. PATCH AND REPAIR EXISTING

SURROUNDING MASONRY AS REQUIRED. SEE

ELECTRICAL DEMOLITION DRAWINGS FOR

ELECTRICAL DISCONNECT.

SHEET KEYNOTESGRAPHIC LEGEND

SCALE BAD4.1

ENLARGED DEMOLITION SECTION - EXISTING

SECTION FROM 1994-1997 AS-BUILTS

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.

EXISTING (ORIGINAL) WIDE

FLANGE BEAMS BURIED

BENEATH DEBRIS

EXISTING WIDE FLANGE HINGED AT

MIDPOINT (INSTALLED IN 1990s)

CIRCULAR BRICK DRUM

BELOW LANTERN

MARBLE SLABS BELOW

DECORATIVE URNS

B

EXISTING (ORIGINAL) BRICK BACKUP

PROBE #4: REMOVAL OF CORNICE

STONE AT LEVEL 3 EXPOSES

LOWER CORNICE STONE BELOW

EXISTING (ORIGINAL) WIDE

FLANGE BEAMS

B

REMOVE EXISTING GUARDRAIL;

RETAIN GUARDRAIL CAP FOR

REUSE ON NEW GUARDRAIL

EXISTING STAIR

STRUCTURE TO REMAIN

EXISTING "SQUARE" STEEL STAIR TO REMAIN

REMOVE EXISTING

GUARDRAIL; RETAIN

GUARDRAIL CAP FOR

REUSE ON NEW

GUARDRAIL

EXISTING STAIR

STRUCTURE,

STRINGERS, RISERS,

AND TREADS TO

REMAIN

EXISTING "SQUARE" STEEL STAIR TO REMAIN

EXISTING STAIR

AND STRUCTURE

TO REMAIN

EXISTING "SQUARE" STEEL STAIR TO REMAIN

SCALE OF FEET

8 8 160

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

:5 :5

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

DEMOLITION DETAILS

254798AD4.2

Designer

Author

DORCHESTER HEIGHTS MONUMENT1/21/2022

GENERAL SHEET NOTES

AD4.2

1 PROBE #1 PHOTO

AD4.2

2 PROBE #4 DETAIL

AD4.2

3 "SQUARE" STAIR DEMOLITION

CLEAN, RESTORE, AND REPAINT METAL

FENCE AND GATES; REMOVE ANY DIRT

AND PEELING PAINT TO BARE METALS;

PAINT AREAS OF MISSING PAINT WITH

ZINC-RICH PRIMER AND HIGH-

PERFORMANCE EXTERIOR FINISH FIRST

COAT; PAINT ENTIRE FENCE AND GATES

WITH ONE COAT OF HIGH-

PERFORMANCE EXTERIOR METAL FINISH

PAINT. (OPTION E)

CLEAN, RESTORE, AND REPAINT METAL FENCE

AND GATES; REMOVE ANY DIRT AND PEELING

PAINT TO BARE METALS; PAINT AREAS OF

MISSING PAINT WITH ZINC-RICH PRIMER AND

HIGH-PERFORMANCE EXTERIOR FINISH FIRST

COAT; PAINT ENTIRE FENCE AND GATES WITH

ONE COAT OF HIGH-PERFORMANCE EXTERIOR

METAL FINISH PAINT (OPTION E)

36'-5" 33'-1"

" EXISTING ELECTRICAL SERVICE BOX

LOCATED BELOW SIDEWALK; REFER

TO ELECTRICAL DRAWINGS

A6.1

REPLACE PLINTH CONCRETE

PAVING WITH SPLIT SLAB

SLOPED TO DRAIN (OPTION J)

REMOVE, STORE, AND PROTECT WALKWAY

BENCHES AS REQUIRED FOR SITE ACCESS

AND TRANSPORTATION OF MATERIALS;

REINSTALL AT CONCLUSION OF WORK

PROTECT EXISTING MEMORIAL CANON

PROTECT EXISTING

MEMORIAL PLAQUE

PROTECT EXISTING

MEMORIAL PLAQUE

EXISTING LIGHT POLES TO REMAIN

EXISTING LIGHT

POLES TO REMAIN

EXISTING LIGHT POLES TO REMAIN

EXISTING LIGHT

POLES TO REMAIN

MONUMENT RESTORATION

LIMIT OF DISTURBANCE

REPLACE MISSING FINIAL AT TOP

OF GATE; SEE PHOTO SHEET A1.1

FOR DETAILS (OPTION E)

A6.7

B

B

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.

MISSING FINIAL ON GATE POST

B

SCALE OF FEET

8 8 160

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

:5 :4

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

ARCHITECTURAL SITE

PLAN

254798A1.1

SJP

SJP

DORCHESTER HEIGHTS MONUMENT1/21/2022

SCALE AA1.1

1 MONUMENT PLINTH PLAN

GENERAL SHEET NOTES

.O L A N T E R N

L E V E L

P A R T

IA

L L Y

R E C E S S E D

C U R

W

IT

H

C A N T E D

F L A S H

IN

G

IN

S T A L L

G A L V

S T E E L

C H A N N E L

F R A M

IN

G

T O

S U P P O R T

G R A V

IT

Y

V E N T

IL

A T O R

IN

C

IR

C U L A

P E N

IN

G S E E

S T R U C T U R A L

D W G S

F A C T O R Y

F

IN

IS

H E D

M E T A L

G R A V

IT

Y

V E N T

IL

A T O R

S E T

O N

M A N U F A C T U R

O V

ID

E D

C U R B

A T

T H E

T O P

F

H E

L E V E L

B E L F R Y

R O O F

L A N T E R N

B A S E

IN

S T A L L

N E W

O Z Z

IN

C

IN

C

A T E D

C O P P E R

R O O F

IN

G

O V

L F

A D H E R E D

P O L Y E T H Y L E N

C E D

U N D E R L A Y M E N T

R O O F

U R N

P L A T F O R M

IN

S T A L L

O Z Z

IN

C

A T E D

C O P P E R

R O O F

G

E R

S E L F A D H E R

D

L Y E T H Y L E N E

F A C

D E R L A Y M E N T

R O O F

B E L F R Y

C O R N

IC

E

IN

S T A L L

O Z Z

IN

C

A T E D

C O P P E R

R O O F

E R

S E L F A D H E R

L Y E T H Y L E N E

F A C

B B E R

IZ

E D

A S P H A L

D E R L A Y M E N T

R E S E T

F O U R

(4 U R N S

R E M O V

R

IN

G

P R E V

IO

U S

E M E R G E N

A B

IL

IZ

A T

IO

N S E E

M A S O N

S T O R A T

IO

N

D W G S

O Z T H R O U

L L

F L A S H

IN

G

Z

IN

C T

IN

C O A T E D

C O P P

P

S L E E V E

O V E R

S T N

S

S O L D E R

T O

R O O F

IN

G

O Z T H R O U G H

W A L L

F L A S H

IN

G

S T N

S T L

T

IE

D O W N

R O D

A T

E

IG

H T

(8

L O C A T

IO

N S S E E

S T R U C T U R A L

D W G S

IN

S T A L L

N E W

R

IC

K

V E N E E R

E R

IO

R

O F

C

IR

C U L

U M R E P L A

R G

IN

G

A T

IN

T E R

IO

B R

IC

K

D R U M

M A R B L E

C L A D D

C U R E D

T O

C M U

B A C K

L L S E E

S T R U C T U R

D

R E S T O R A T

IO

N N

D W G S

S E E

S T R U C T U R A L

D W

R

L E V E L

S U P P O

R U C T U R E

A T

B A

C

IR

C U L A R

D R U M

R E P L A C E

C A N T

IL

E V E R

IM

E S T O N E

S L A B S

S E

O F

L E V E

A M

IN

G

R E S E T

E X

IS

T

IN

G

M A R B

A D D

IN

G S

S T O R A T

IO

N

D W G S

IN

S T A L L

B U F F

Y E L L O W

B R

IC

K

N E E R

T O

M A T

O R

IG

IN

A L

A .93

B A S E

O F

U R N

B A S E

O F

L

IM

E S T O N E

S O F F

IT

CENTERLINE OF LANTERN

S E E

S T R U C T U R A L

D W

R

F R A M

IN

G

S U P P O R T

A .71

S

IM

IL

A R

A X O

V

IE

W

A .4

A .5

A .6

C U S T O M

S T E E L

C H A N N

G

S U P P O R T

A T

IN

S

ID

G E

O F

N E W

L

IM

E S T O

A B S P A

IN

T E D

M

T C H

L

IM

E S T O N E S

R U C T U R A L

D W G S

G R O U T E D

C M U

B L O C K

S E E

S T R U C T U R A L

D W G S

G R O U T E D

C M U

B L O C K

S E E

S T R U C T U R A L

D W G S

O Z T H R O U G H

W A

A S H

IN

G

C O N T

IN

U O

O V E

L E V E L

A R C H

E N

IN

G S

A N C H O R

E X

IS

T

IN

G

M A R B L E

C L A D D

IN

G

U

B A C K U P

IR

R E G U L A R

S U R F A C E

R B L E

C L A D D

IN

G

M A Y

R E Q U

IR

E

C U T T

D

A D J U S T M E N T S

IN

B R

IC

K

F

IL

L

IN

T A

IN

O R

IG

IN

A L

D

IM

E N S

IO

N S

O P E N

H E A D

J O

IN

T

W E E P

H O L E

O .C M

IN

IM

U M

A B O V E

F L A S H

IN

G

S T N

S T L

T

IE

D O W N

R

E

IG

H T

(8 L O C A T

IO

N S

S E E

S T R U C T U R A L

D W G S

P R O V

ID

E

O P

A D

J O

IN

E P S

IN

W A L L

P R O V

ID

E

B U

IL

T U P

C M U

W A L L

B E H

E E L

T O

P R O V

ID

E

C O N T

IN

U O

T E R P R O O F

IN

G

S U B S T R A T E

T H R O U G H

W A L L

F L A S H

D E R

D A M P P R O O F

A N S

IT

IO

N

A

A 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

:5 :4

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 4, DRUM, AND

LANTERN SECTION

DETAILS 254798A5.3

SJP

SJP

DORCHESTER HEIGHTS MONUMENT1/21/2022

S C A L E

A

A .31

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

LE

E L

LE

V E L

LE

V E L

LE

V E L

LO

U V E R

O P E N

IN

G S

LA

N

TE

R N

LE

V E L

U R N

B A S E

B A S E

O F

D O M E

B A S E

O F

W E A

TH

E R V A N E

TO

P

O F

W E A

TH

E R V A N E

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

Consultant 1:

Silman Boston, MA Consultant 2:

Building Conser Assoc.

Newton Centre, MA

MASONRY RESTORATION

WEST ELEVATION

R1.1

BOSTON NATIONAL HISTORICAL SITE (BOST)01/21/2022

spommerer Callout PINNING BETWEEN LEVEL 4 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Rectangle spommerer Callout B spommerer Polygon spommerer Callout PINNING BETWEEN LEVEL 3 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Callout B spommerer Polygon spommerer Rectangle spommerer Callout spommerer Callout

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

Consultant 1:

Silman Boston, MA Consultant 2:

Building Conser Assoc.

Newton Centre, MA

MASONRY RESTORATION

NORTH ELEVATION

R1.2

BOSTON NATIONAL HISTORICAL SITE (BOST)01/21/2022

spommerer Callout PINNING BETWEEN LEVEL 4 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Rectangle spommerer Callout B spommerer Polygon spommerer Callout PINNING BETWEEN LEVEL 3 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Callout B spommerer Polygon spommerer Rectangle spommerer Callout spommerer

DRAWING NO.

SHEET

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

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Consultant 1:

Silman Boston, MA Consultant 2:

Building Conser Assoc.

Newton Centre, MA

MASONRY RESTORATION

EAST ELEVATION

R1.3

BOSTON NATIONAL HISTORICAL SITE (BOST)01/21/2022

spommerer Callout PINNING BETWEEN LEVEL 4 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Rectangle spommerer Callout B spommerer Polygon spommerer Callout PINNING BETWEEN LEVEL 3 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Callout B spommerer Polygon spommerer Rectangle spommerer Callout spommerer

DRAWING NO.

SHEET

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

OF

CADD:

TECH REVIEW:

DATE:

SCALE A

SmithGroup

Consultant 1:

Silman Boston, MA Consultant 2:

Building Conser Assoc.

Newton Centre, MA

MASONRY RESTORATION

SOUTH ELEVATION

R1.4

BOSTON NATIONAL HISTORICAL SITE (BOST)01/21/2022

spommerer Callout PINNING BETWEEN LEVEL 4 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Rectangle spommerer Callout B spommerer Polygon spommerer Callout PINNING BETWEEN LEVEL 3 CORNICE STONES (BETWEEN UPPER CORNICE STONE AND LOWER CORNICE STONE, BETWEEN UPPER CORNICE STONE AND MASONRY SUPPORT WALL, AND BETWEEN LOWER CORNICE STONE AND MASONRY SUPPORT WALL)

PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS AND BETWEEN UNITS AND MASONRY WALL. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE. PROVIDE A MINIMUM OF 2 PINS PER UNIT BETWEEN CORNICE STONES AND MASONRY WALL, AND BETWEEN CORNICE STONES.

COORDINATE WITH STRUCTURAL DRAWINGS.

spommerer Callout B spommerer Polygon spommerer Rectangle spommerer Callout spommerer

LEVEL

EL +56' -

8"

LEVEL 4

LIMESTONE

SLABS

EL +70' -

3"

B.O.

LANTERN

EL +79' -

6"

B.O. URN

BASE

EL +74' -

8"

B.O.

DOME

EL +87' -

11"

T.O. SPIRE/

B.O.

WEATHERVANE

EL +104' -

8"

TOP OF

WEATHERVANE

EL +114' -

9"

N S

LEVEL

EL +72' -

4"

LEVEL 3

BALUSTRADE

EL +55' -

11"

WASHINGTON, DC

PRIME/ARCHITECTURE:

SmithGroup

Consultant 1:

Silman Boston, MA Consultant 2:

Building Conser Assoc.

Boston, MA

AutoCAD SHX Text 10" CMU FULL GROUTED W/ #6@8" O.C. VERT. AND LADDER-TYPE HORIZ. REINFORCEMENT @16" O.C.

AutoCAD SHX Text

ASTM A706 GRADE 60 WELDABLE REBAR TO MATCH CMU REINFORCEMENT SIZE AND SPACING

AutoCAD SHX Text

CONT. " STEEL PLATE14" STEEL PLATE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4-12

AutoCAD SHX Text 4-12

AutoCAD SHX Text

SPIRAL STAIR ENCLOSURE, SEE ARCH. DWGS.

AutoCAD SHX Text CONCRETE TOPPING SLAB WITH 6"x6" W2.1-W2.1 W.W.R.

AutoCAD SHX Text

CIRCULAR 1/4" BENT PLATE POUR STOP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L6x6x3/8 @ 2'-0" O.C.

AutoCAD SHX Text

STEEL BEAM, SEE PLAN

AutoCAD SHX Text CONT. L6X6X3/8 W/ 3/4" DIAM. A325-SC BOLTS IN HORIZ. SLOTTED HOLES IN HORIZ. ANGLE AND VERT. SLOTTED HOLES IN VERT. ANGLE

AutoCAD SHX Text CONT. L6X6X3/8 W/ 5/8" DIAM. THREADED ROD AND HILTI HIT-HY 270 EPOXY @ 16" O.C. (6 1/4" EMBED)

AutoCAD SHX Text

LEVEL 2

AutoCAD SHX Text

LEVEL 3

AutoCAD SHX Text

T.O. TRED STAIR

AutoCAD SHX Text NOTE: SEE ARCHITECTURAL AND RESTORATION DRAWINGS FOR MORE INFORMATION ON EXTERIOR STONE CLADDING, STAIRWAY WATERPROOFING, FLASHING, AND OTHER NON-STRUCTURAL ELEMENTS. BACKGROUND SHOWN HERE IS FOR INFORMATION ONLY.

AutoCAD SHX Text

#3@12" O/C HOOKED DOWELS (12" HORIZONTAL LEG)

AutoCAD SHX Text 6" HIGH x 6" WIDE CONCRETE CURB, ALL AROUND EXCEPT AT STAIR TREAD

AutoCAD SHX Text NEW BRICK WITH #4@16" O/C VERTICAL DOWELS. DRILL AND EPOXY INTO TOP OF EXISTING BRICK WALL TO REMAIN BELOW WITH HILTI HIT-HY 270 EPOXY (EMBED 8"). BARS TO BE CENTERED IN WALL.

AutoCAD SHX Text DOME UNITS AND LANTERN SPANDREL UNITS: PROVIDE " 12" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE AND A MINIMUM OF 2 PINS PER UNIT. TYPICAL BETWEEN EACH SET OF UNITS THAT BEAR ON TOP OF EACH OTHER AT LANTERN DOME.

AutoCAD SHX Text BETWEEN SPANDREL UNITS AND LANTERN COLUMN/ARCH UNITS: PROVIDE " DIAMETER STAINLESS STEEL PINS 12" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE PINS SPACED AT A MAXIMUM OF 12" ON CENTER, WITH AT LEAST ONE PIN WITHIN 6" OF EACH UNIT EDGE AND A MINIMUM OF 2 PINS PER UNIT.

AutoCAD SHX Text BETWEEN LANTERN COLUMNS AT TOP AND BOTTOM: ERN COLUMNS AT TOP AND BOTTOM: RN COLUMNS AT TOP AND BOTTOM: TOP: PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS. EMBED PINS 2.5" INTO EACH SUPPORTED UNIT AT TOP WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE A MINIMUM OF 2 PINS PER SUPPORTED UNIT. BASE: PROVIDE 1/2" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE A MINIMUM OF 4 PINS PER COLUMN UNIT.

AutoCAD SHX Text BETWEEN LANTERN COLUMN BASES AND STONES BELOW: PROVIDE " DIAMETER STAINLESS STEEL PINS VERTICALLY 12" DIAMETER STAINLESS STEEL PINS VERTICALLY BETWEEN UNITS. EMBED PINS 2.5" INTO EACH UNIT (TOP AND BOTTOM) WITH HILTI HIT-RE 500 V3 EPOXY OR APPROVED EQUAL. PROVIDE A MINIMUM OF 4 PINS PER COLUMN UNIT.

AutoCAD SHX Text NOTES: 1. SEE ARCHITECTURAL AND RESTORATION DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION SEE ARCHITECTURAL AND RESTORATION DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION AND REQUIREMENTS. NOT ALL STONE PINNING AND RESTORATION REQUIREMENTS ARE SHOWN HERE. ONLY PINNING SPECIFICALLY NOTED HERE IS IDENTIFIED ON THIS ELEVATION. 2. STONE PINNING SHOWN HERE IS APPLICABLE ON ALL FOUR SIDES OF THE TOWER.STONE PINNING SHOWN HERE IS APPLICABLE ON ALL FOUR SIDES OF THE TOWER.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 165882

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RJ

AutoCAD SHX Text

MJM/MAM

AutoCAD SHX Text 1/21/2022

AutoCAD SHX Text

DORCHESTER HEIGHTS MONUMENT

AutoCAD SHX Text 254798

AutoCAD SHX Text S4.1

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

DRUM ENCLOSURE - BASE SECTION AT WALL

AutoCAD SHX Text

AutoCAD SHX Text S4.1

AutoCAD SHX Text

SCALE B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text b

AutoCAD SHX Text

STONE UNIT PINNING ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text S4.1

AutoCAD SHX Text B

AutoCAD SHX Text B spommerer Callout spommerer