Drawings.pdf

SEIP

EARTHWORKS

UNIT

U.S. ROUTE 50

D

IL

L R

D

PAINT CREEK

BLACKSTONE

HOUSE SITE

U.S. ROUTE 50

BLACKSTONE

HOUSE

SMOKEHOUSE

MILK HOUSE

SEIP EARTHWORKS

UNIT

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEET

OF

HOPEWELL CULTURAL NATIONAL HISTORICAL PARK

80057

239486

STABILIZE AND REPAIR BLACKSTONE HOUSECONSTRUCTION DOCUMENTS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION

MIDWEST

COUNTY

ROSS

STATE

OHIO

CONSTRUCTION DOCUMENTS

STABILIZE AND REPAIR BLACKSTONE HOUSE

SHEET INDEX

7078 US-50 SCENIC, BAINBRIDGE, OH 45612

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108

LOCATION WITHIN PARK

SEIP EARTHWORKS UNIT

NAME OF PARK

HOPEWELL CULTURE

NATIONAL HISTORICAL PARK

SEIP EARTHWORKS UNIT

04.15.20254/

/2

3:

:0

PM

N.T.S.

VICINITY PLAN

N.T.S.

SITE AERIAL

ARCHITECTURAL

BLACKSTONE HOUSE

AX103 DEMOLITION ROOF PLAN

AX200 DEMOLITION ELEVATIONS

AX201 DEMOLITION ELEVATIONS

A005 WINDOWS & DOORS TREATMENT

A101 TREATMENT FIRST FLOOR PLAN

A103 TREATMENT ROOF PLAN

A104 ROOF DETAILS - DORMERS

A105 ROOF DETAILS - CHIMNEYS

GENERAL

G001 COVER

G002 ARCHITECTURAL STAGING SITE PLAN

N.T.S.

MIDWEST REGION PLAN

STRUCTURAL

S-101 STRUCTURAL FRAMING PLANS

S-501 TYPICAL DETAILS

ARCHITECTURAL

A200 TREATMENT ELEVATION NORTH

A201 TREATMENT ELEVATION EAST

A202 TREATMENT ELEVATION SOUTH

A203 TREATMENT ELEVATION WEST

MILK HOUSE

A400 MILK HOUSE TREATMENT

SMOKEHOUSE

A500 SMOKEHOUSE TREATMENT

ARCHITECTURAL (CONTINUED)

01 18

MAIN

HOUSE

SMOKEHOUSE

MILK HOUSE

FENCE LINE (FENCE AND

INSTALLATION NOT PERMITTED

TO GOUGE / DISTURB SOIL.)

MAIN ENTRANCE AND PARKING

LOT SHALL NOT BE BLOCKED

DURING CONSTRUCTION

MAIN ENTRANCE AND PARKING

LOT SHALL NOT BE BLOCKED

DURING CONSTRUCTION

CONTRACTORS MAY USE DESIGNATED AREA FOR

STAGING, STORAGE, AND GENERAL CONSTRUCTION

FACILITIES (INCLUDING LARGE EQUIPMENT STORAGE

AND TEMPORARY TOILET FACILITIES). CONTRACTOR IS

RESPONSIBLE FOR PROVIDING FENCING TO PROTECT

STAGING AREA (FENCE AND INSTALLATION NOT

PERMITTED TO GOUGE / DISTURB THE SOIL). THERE IS

TO BE NO EQUIPMENT AND / OR MATERIAL STAGING

OUTSIDE OF DESIGNATED AREAS WITHOUT APPROVAL

FROM THE COR.

U.S. ROUTE 50

GATE ACCESS BY SHARED LOCK.

THE PARK WILL PROVIDE THE

CONTRACTOR WITH A KEY. GATE

SHALL REMAIN CLOSED DURING

CONSTRUCTION WORK.

PAR

ALLEL PAR

KIN

G

ALLO

W

ED

O

N

EAST SID

E O F R

O

AD

DESIGNATED VEHICULAR

TURNAROUND

AVAILABLE DRIVE PATH FOR LOADING/UNLOADING. NO PARKING

N O

TU

R

N

AR

O U

N D

WITHOUT APPROVAL FROM THE COR

NO EQUIPMENT AND/OR MATERIAL TO

BE STORED OUTSIDE THE DEFINED

STAGING AREAS. THE CONTRACTOR

SHALL NOT PLACE NEW OR DEMO

MATERIALS (INCLUDING

BRICKS/WINDOWS/TRIM) OR

SCAFFOLDING DIRECTLY ONTO

GRADE / THE EARTHWORK. ALL

WORK AREAS, WORK MATERIALS,

AND SCAFFOLDING LOCATIONS ARE

TO BE COVERED BY PLYWOOD.

THE CIRCA 1857 BLACKSTONE HOUSE IS A ONE AND ONE-HALF STORY STRUCTURE WITH

AN L-SHAPED PLAN. DESPITE LATER MODIFICATIONS TO THE REAR PORCH, THE

GEORGIAN REVIVAL STYLE HOUSE HAS RETAINED MANY OF ITS ORIGINAL FEATURES AND

MATERIALS. FOR MORE THAN 150 YEARS, THE HOUSE AND OUTBUILDINGS HAVE BEEN

PART OF THE CULTURAL LANDSCAPE OF THE SEIP EARTHWORKS. THE BLACKSTONE

PROPERTY IS HISTORICALLY SIGNIFICANT AS AN INTACT EXAMPLE OF MID-NINETEENTH

CENTURY RESIDENTIAL AND AGRICULTURAL ARCHITECTURE.

THE SEIP EARTHWORKS WERE BUILT AT A MONUMENTAL SCALE BY AN INDIGENOUS

TRADITION, PRESENTLY REFERRED TO AS THE HOPEWELL CULTURE. THE COMPLEX

INCLUDES A LARGE CIRCLE, JUST OVER 1500 FEET IN DIAMETER, WHICH INTERSECTS A

SMALLER CIRCLE, APPROXIMATELY 750 FEET ACROSS, AND A SQUARE WHICH

INTERSECTS A SMALLER CIRCLE, APPROXIMATELY 750 FEET ACROSS, AND A SQUARE

WHICH IS APPROXIMATELY 1080 FEET ACROSS. THE HOUSE WAS BUILT ATOP THE NORTH

EDGE OF THE LARGE CIRCLE OF THE PREHISTORIC EARTHWORKS. THE PORTION OF THE

LARGE CIRCLE OCCUPIED BY THE HOUSE IS BELIEVED TO BE ONE OF THE LEAST-

DISTURBED SECTIONS OF THE EARTHWORKS AT THE SITE; IT WAS DESCRIBED AS THE

ONLY UNRESTORED, UNFARMED, OR UNEXCAVATED PORTIONS OF THE EARTHWORKS

SYSTEM.

THE PROJECT IS AN EXTERIOR STABILIZATION AND REPAIR PROJECT FOR THE

BLACKSTONE MAIN HOUSE, SMOKEHOUSE, AND MILK HOUSE. THE OBJECTIVE IS TO

ADDRESS HIGH-PRIORITY DEFICIENCIES THAT THREATEN THE LONG-TERM

PRESERVATION OF THE BLACKSTONE HOMESTEAD. THE PROJECT SCOPE OF WORK FOR

THE MAIN HOUSE INCLUDES ROOF REPLACEMENT, NEW GUTTERS AND DOWNSPOUTS,

MASONRY REPAIR TO THE STONE FOUNDATION AND BRICK WALLS, WOOD REPAIRS TO

EXTERIOR TRIM AND SIDING, WOOD REPAIRS TO WINDOWS, DOOR, AND DOOR

SURROUND, NEW STORM WINDOWS AND STORM DOOR, AND CHIMNEY REPAIRS. THE

PROJECT SCOPE FOR THE SMOKEHOUSE AND MILK HOUSE INCLUDES ROOF REPAIRS,

NEW GUTTERS AND DOWNSPOUTS, MASONRY REPAIRS, AND NEW SECURED PLYWOOD

DOOR OPENING COVERS.

ALL WORK MUST MEET THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES, SPECIFICALLY FOR REHABILITATION. THESE

STANDARDS CAN BE FOUND AT WWW.NPS.GOV/TPS/STANDARDS/REHABILITATION.HTM

DESCRIPTION OF WORK:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

REFER TO ALL SPECIFICATIONS RELATED TO THE PROPOSED SCOPE OF WORK

OUTLINED IN THESE CONSTRUCTION DOCUMENTS.

ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE

DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.

IN CASE OF DIFFERENCE BETWEEN DRAWINGS AND SPECIFICATIONS, THE

SPECIFICATIONS SHALL GOVERN. IN CASE OF DISCREPANCY IN THE FIGURES, IN THE

DRAWINGS, OR IN THE SPECIFICATIONS, THE MATTER SHALL BE PROMPTLY

SUBMITTED TO THE CONTRACTING OFFICER (CO), WHO SHALL PROMPTLY MAKE A

DETERMINATION IN WRITING. ANY ADJUSTMENT BY THE CONTRACTOR WITHOUT

SUCH A DETERMINATION SHALL BE AT ITS OWN RISK AND EXPENSE.

THE CO SHALL FURNISH FROM TIME TO TIME SUCH DETAILED DRAWINGS AND

OTHER INFORMATION AS CONSIDERED NECESSARY, UNLESS OTHERWISE

PROVIDED.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE. ACTUAL

FIELD VERIFIED DIMENSIONS TO BE OBTAINED BY THE GENERAL CONTRACTOR OR

THE APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING SHOP DRAWINGS,

ORDERING MATERIALS, OR THE COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR IS TO NOTIFY THE CO OF ANY DISCREPANCIES THAT VARY FROM

THE CONTRACT DOCUMENTS BEFORE BEGINNING CONSTRUCTION.

THE CONTRACTOR IS TO INCLUDE ALL ITEMS, MATERIALS, LABOR, AND SERVICES

NECESSARY TO EXECUTE AND COMPLETE THE WORK INCLUDED IN THE

CONSTRUCTION DOCUMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL SHOP

DRAWINGS AND SUBMITTALS WITH ALL TRADES AND FOR THE TIMELY SUBMITTAL

AND APPROVAL OF SHOP DRAWINGS TO MAINTAIN THE PROJECT SCHEDULE.

WORK THAT REQUIRES THE USE OF LOUD EQUIPMENT THAT WOULD CAUSE A

DISTURBANCE TO NEIGHBORING PROPERTIES OR DISTURB VISITORS TO THE SEIP

EARTHWORKS MUST BE APPROVED BY THE CO, PER THE SPECIFICATIONS.

IF UTILITIES ARE TO BE TEMPORARILY INTERRUPTED, CONTACT THE CONTRACTING

OFFICER (CO), PER THE SPECIFICATIONS. ALL UTILITIES SHALL BE MARKED PRIOR TO

STARTING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY.

THE CONTRACTOR SHALL COMPLY AND CONSTRUCT IN CONFORMANCE WITH ALL

GOVERNING FEDERAL, STATE AND LOCAL CODES, ORDINANCES, AND PROCEDURES.

THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE

CONSTRUCTION AREA PRIOR TO THE START OF DEMOLITION WORK BY THE

CONTRACTOR AND TO RETAIN SUCH ITEMS AS THEIR PROPERTY.

THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED AND INSURED

TO PERFORM WORK, AS REQUIRED BY THE FEDERAL GOVERNMENT.

ALL DEMOLITION DEBRIS IS TO BE TAKEN TO A LICENSED LANDFILL WITH WRITTEN

RECEIPTS PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER FOR

CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO SITE

OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1

SPECIFICATIONS.

IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY

CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL

PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED, IN KIND, DUE TO

DEMOLITION OR NEW CONSTRUCTION. REPAIRS OR REPLACEMENTS TO MATCH THE

EXISTING MATERIAL IN PROPERTIES, TEXTURE, PROFILE, DIMENSION, FINISH, AND

WHERE APPROPRIATE, SPECIES.

NO SUBSTITUTES OF SPECIFIED CONSTRUCTION ITEMS, EQUIPMENT, OR FINISHES

WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CO.

CONTRACTORS ARE SOLELY RESPONSIBLE FOR THE CONSTRUCTION PROCESS,

SCHEDULE, MATERIAL VERIFICATION, AND ORDERING MATERIALS.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND

BRACING REQUIRED FOR THE SCHEDULED WORK.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ACCESS AND EQUIPMENT

TO PERFORM THE COMPLETE SCOPE OF WORK.

FOR THE PURPOSES OF THIS PROJECT, ALL PAINT COATINGS SHOULD BE

CONSIDERED LEAD-BASED PAINT. ALL CONTRACTORS PERFORMING WORK WHICH

WILL DISTURB ANY PAINT COATINGS (I.E. DEMOLITION OF PAINT WALLS AND PAINT

SCRAPING) MUST HAVE RECEIVED THE 8-HOUR RRP TRAINING AND HAVE A TRAINING

CERTIFICATE SIGNED BY AN APPROVED TRAINING PROVIDER. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN AND KEEP RECORDS

OF ALL RRP TRAINING CERTIFICATES. ALL WORK MUST BE IN ACCORDANCE WITH

ENVIRONMENTAL PROTECTION ADMINISTRATION STANDARDS FOR WORK WITH LEAD

PAINT AND DISPOSAL OF LEAD-CONTAINING ITEMS.

THE CONTRACTOR IS NOT TO GOUGE OR DISTURB THE EXISTING GRADE.

FOR EQUIPMENT AND STAGING ACCESS OUTSIDE OF DESIGNATED AREAS,

APPROVAL REQUIRED FROM COR.

GENERAL NOTES:

SITE PLAN KEY:

VEHICULAR ACCESS AS

NOTED

EQUIPMENT STAGING AS

NOTED

EQUIPMENT / VEHICULAR

ACCESS ONLY IF MIN. 2

LAYERS OF 3/4" PLYWOOD

ARE LAYED DOWN ON GRADE.

CONSTRUCTION FENCE ON

PEDESTALS / SANDBAGS

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:1

PM G002 ARCHITECTURAL STAGING

SITE PLAN

STABILIZE AND REPAIR BLACKSTONE HOUSE

G002 1" = 50'-0"

1 ARCHITECTURAL STAGING SITE PLAN

1"=50'-0"

50' 50' 100'

BLDG.

02 18

8.5:18.5:1

SLOPESLOPE

8.5:18.5:1

SLOPESLOPE

CHIMNEY 1

CHIMNEY 2 CHIMNEY 3

CHIMNEY 4

CHIMNEY 5

02.04

8.

5:

S

LO

PE

8.

5:

S

LO

PE

8.5:12

SLOPE

8.5:12

SLOPE

02.04

02.04

02.13

02.14

02.13

02.14

4:12 SLOPE4:12 SLOPE4:12 SLOPE

02.13

02.04

02.15

02.15

02.15

02.15

02.15

45' - 3 13/16"

A300 A300

15' - 11 23/32" 11' - 5 7/16" 17' - 11 31/32"

3/

7/

AX200

AX

AX

AX201

02.24

02.36

02.24

02.24

02.36

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE DEMOLISHED OR PARTIALLY

DEMOLISHED. VERIFY EXTENT AND SCOPE OF DEMOLITION PRIOR TO

REMOVAL.

EXISTING WALL AND/OR CONSTRUCTION TO BE DEMOLISHED

A.

B.

C.

D.

E.

F.

G.

H.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL

CONTRACTOR OR THE APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING

SHOP DRAWINGS, ORDERING MATERIALS, OR THE COMMENCEMENT OF

CONSTRUCTION.

THE SCOPE OF DEMOLITION WORK IS NOT LIMITED EXCLUSIVELY TO THE WORK

INDICATED ON THE DEMOLITION DRAWINGS. THE CONSTRUCTION DOCUMENTS

ARE PROVIDED AS A GENERAL GUIDE FOR DEMOLITION. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND

IDENTIFYING ADDITIONAL DEMOLITION WORK THAT MAY BE REQUIRED FOR THE

COMPLETION OF ALL THE WORK INDICATED IN THE CONSTRUCTION

DOCUMENTS.

REMOVE ALL UNUSED AND/OR ABANDONED PIPE, CONDUIT, CONDUCTORS,

SCREWS, NAILS, AND FASTENERS IN THEIR ENTIRETY BACK TO THEIR ORIGINAL

SOURCE. PATCH REMAINING HOLES, PER THE SPECIFICATIONS TO MATCH

SURROUNDING MATERIALS.

ALL GROUND DISTURBANCE WORK REQUIRED FOR THIS PROJECT SHALL BE

COMPLETED BY NPS AND SHALL HAVE OVERSITE BY A PARK PROVIDED

ARCHEOLOGIST. THE CONTRACTOR SHALL COORDINATE ANY POTENTIAL

GROUND DISTURBANCE WORK WITH THE CONTRACTING OFFICER (CO).

PATCH AND REPAIR EXISTING CONSTRUCTION TO THE EXTENT REQUIRED TO

ALLOW FOR NEW WORK TO BE PROPERLY INSTALLED, IN KIND. REPAIRS OR

REPLACEMENTS TO MATCH THE EXISTING MATERIAL IN PROPERTIES, TEXTURE,

PROFILE, DIMENSION, FINISH, AND WHERE APPROPRIATE, SPECIES.

ALL DEMOLITION DEBRIS IS TO BE TAKEN TO A LICENSED LANDFILL WITH

WRITTEN RECEIPTS PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER

FOR CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO SITE

OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1

SPECIFICATIONS.

DUE TO THE HISTORIC SIGNIFICANCE OF THE ANCIENT EARTHWORKS UPON

WHICH THE STRUCTURES ARE BUILT, CARE SHOULD BE TAKEN TO PROTECT THE

GROUND FROM HEAVY FALLING DEBRIS OR GROUND DISTURBANCES.

DOCUMENT EXISTING HISTORIC STRUCTURES THROUGH PHOTOGRAPHY

DURING DEMOLITION AND RECONSTRUCTION. TAKE DIGITAL IMAGES USING THE

MAXIMUM RANGE OF DEPTH IN FILED, IN-FOCUS, TO CLEARLY SHOW THE WORK.

NO BLURRY OR OUT-OF-FOCUS AREAS ACCEPTED. BEFORE COMMENCEMENT

OF DEMOLITION, OR STARTING CONSTRUCTION, TAKE COLOR DIGITAL IMAGES

OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS

TO REMAIN DURING CONSTRUCTION, FROM DIFFERENT VANTAGE POINTS.

SHEET NOTES - DEMOLITION:

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:2

PM AX103 DEMOLITION ROOF PLAN

STABILIZE AND REPAIR BLACKSTONE HOUSE

AX103 1/4" = 1'-0"

1 BLACKSTONE - DEMOLITION ROOF PLAN

1/4"=1'-0"

4' 0 4' 8'

BL

D

G

FRONT DOOR AND SURROUND KEYNOTES

02.04 CLIN 1: (024119, 024296, 077100) DEMOLISH AND DISPOSE OF EXISTING

GUTTERS, DOWNSPOUTS, AND ASSOCIATED HANGERS AND ANCHORS IN

THERE ENTIRETY.

02.13 CLIN 1: (024119, 024296, 070150.19) REMOVE AND DISPOSE OF ALL EXISTING

ASPHALT SHINGLE ROOFING, UNDERLAYMENT, DETERIORATED SHEATHING

AND ALL RELATED FLASHINGS. ASSUME 420 SF OF SHEATHING REQUIRED

REPLACEMENT IN-KIND.

02.14 CLIN 1: (024119, 024296, 070150.19) REMOVE AND DISPOSE OF ALL EXISTING

DORMER ASPHALT SHINGLE ROOFING LAYERS, UNDERLAYMENT,

DETERIORATED SHEATHING AND ALL RELATED FLASHINGS. ASSUME 24 SF OF

SHEATHING REQUIRED REPLACEMENT IN-KIND.

02.15 CLIN 1: (024119, 024296, 070150.19) CONTRACTOR TO INSPECT CHIMNEY AND

CONFIRM IF THERE IS AN EXISTING CHIMNEY CAP INSTALLED. IF PRESENT,

DEMOLISH AND DISPOSE OF EXISTING CHIMNEY CAP AND ALL ASSOCIATED

ANCHORS.

02.24 CLIN 1 & CLIN 7 OPTION 1: (024119, 024296, 070150.19) REFERENCE A105 FOR

REQUIRED DEMOLITION WORK AT CHIMNEYS, TYPICAL.

02.36 CLIN 4: (024119, 024296, 060312) REFERENCE A104 FOR DEMOLITION AND

REPAIR WORK AT DORMERS, TYPICAL.

03 18

105-1

ROOF AND GUTTER DEMOLITION IS

NOTED ON THE ROOF DEMOLITION PLAN

02.35

02.10

02.36

02.24

02.25

02.24

02.26

- 8

/3

2"

- 6

1/

+/- 2' - 4"

- 8

/4

+/- 2' - 4"

+/- 1 9' - 4

21/32" +/- 19' - 4 11/16"

02.34

+/- 18' - 11 3/8"

02.24

02.04

02.04

02.04

EXTENT OF PREVIOUSLY DISTURBED SOIL

D

IS

TU

R

BE

D

S O

IL

EX

TE

N T

O F

PR

EV

IO

U

SL

Y

02.42

SECOND FLOOR

11'- 2 1/4"

FIRST FLOOR

0'- 0"

02.13

02.04

02.04

203 202 201

100101

100-1 02.10

02.10

02.10

02.10

02.24 02.24

02.25

ROOF AND GUTTER DEMOLITION IS

NOTED ON THE ROOF DEMOLITION PLAN

02.32

02.34

+/- 45' - 2 1/4"

- 8

/8

+/- 1' - 10"

- 8

/8

02.36

02.36

02.0402.04

SECOND FLOOR

11'- 2 1/4"

FIRST FLOOR

0'- 0"

02.13

A.

B.

C.

D.

E.

F.

G.

H.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL

CONTRACTOR OR THE APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING

SHOP DRAWINGS, ORDERING MATERIALS, OR THE COMMENCEMENT OF

CONSTRUCTION.

THE SCOPE OF DEMOLITION WORK IS NOT LIMITED EXCLUSIVELY TO THE WORK

INDICATED ON THE DEMOLITION DRAWINGS. THE CONSTRUCTION DOCUMENTS

ARE PROVIDED AS A GENERAL GUIDE FOR DEMOLITION. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND

IDENTIFYING ADDITIONAL DEMOLITION WORK THAT MAY BE REQUIRED FOR THE

COMPLETION OF ALL THE WORK INDICATED IN THE CONSTRUCTION

DOCUMENTS.

REMOVE ALL UNUSED AND/OR ABANDONED PIPE, CONDUIT, CONDUCTORS,

SCREWS, NAILS, AND FASTENERS IN THEIR ENTIRETY BACK TO THEIR ORIGINAL

SOURCE. PATCH REMAINING HOLES, PER THE SPECIFICATIONS TO MATCH

SURROUNDING MATERIALS.

ALL GROUND DISTURBANCE WORK REQUIRED FOR THIS PROJECT SHALL BE

COMPLETED BY NPS AND SHALL HAVE OVERSITE BY A PARK PROVIDED

ARCHEOLOGIST. THE CONTRACTOR SHALL COORDINATE ANY POTENTIAL

GROUND DISTURBANCE WORK WITH THE CONTRACTING OFFICER (CO).

PATCH AND REPAIR EXISTING CONSTRUCTION TO THE EXTENT REQUIRED TO

ALLOW FOR NEW WORK TO BE PROPERLY INSTALLED, IN KIND. REPAIRS OR

REPLACEMENTS TO MATCH THE EXISTING MATERIAL IN PROPERTIES, TEXTURE,

PROFILE, DIMENSION, FINISH, AND WHERE APPROPRIATE, SPECIES.

ALL DEMOLITION DEBRIS IS TO BE TAKEN TO A LICENSED LANDFILL WITH

WRITTEN RECEIPTS PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER

FOR CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO SITE

OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1

SPECIFICATIONS.

DUE TO THE HISTORIC SIGNIFICANCE OF THE ANCIENT EARTHWORKS UPON

WHICH THE STRUCTURES ARE BUILT, CARE SHOULD BE TAKEN TO PROTECT THE

GROUND FROM HEAVY FALLING DEBRIS OR GROUND DISTURBANCES.

DOCUMENT EXISTING HISTORIC STRUCTURES THROUGH PHOTOGRAPHY

DURING DEMOLITION AND RECONSTRUCTION. TAKE DIGITAL IMAGES USING THE

MAXIMUM RANGE OF DEPTH IN FILED, IN-FOCUS, TO CLEARLY SHOW THE WORK.

NO BLURRY OR OUT-OF-FOCUS AREAS ACCEPTED. BEFORE COMMENCEMENT

OF DEMOLITION, OR STARTING CONSTRUCTION, TAKE COLOR DIGITAL IMAGES

OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS

TO REMAIN DURING CONSTRUCTION, FROM DIFFERENT VANTAGE POINTS.

SHEET NOTES - DEMOLITION:

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE DEMOLISHED OR PARTIALLY

DEMOLISHED. VERIFY EXTENT AND SCOPE OF DEMOLITION PRIOR TO

REMOVAL.

EXISTING WALL AND/OR CONSTRUCTION TO BE DEMOLISHED

105-1

WEST WALL

02.49

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:3

PM AX200 DEMOLITION ELEVATIONS

STABILIZE AND REPAIR BLACKSTONE HOUSE

AX200 1/4" = 1'-0"

2 BLACKSTONE ELEVATION - DEMOLITION - EAST

AX200 1/4" = 1'-0"

1 BLACKSTONE ELEVATION - DEMOLITION - NORTH

1/4"=1'-0"

4' 0 4' 8'

AX200 1/4" = 1'-0"

3 PORCH INTERIOR - DEMO ELEVATIONS

FRONT DOOR AND SURROUND KEYNOTES

02.04 CLIN 1: (024119, 024296, 077100) DEMOLISH AND DISPOSE OF EXISTING

GUTTERS, DOWNSPOUTS, AND ASSOCIATED HANGERS AND ANCHORS IN

THERE ENTIRETY.

02.10 CLIN 5: (024119, 024296, 080352) REFERENCE WINDOW SCHEDULE FOR

REQUIRED DEMOLITION AND REPAIR WORK, TYPICAL.

02.13 CLIN 1: (024119, 024296, 070150.19) REMOVE AND DISPOSE OF ALL EXISTING

ASPHALT SHINGLE ROOFING, UNDERLAYMENT, DETERIORATED SHEATHING

AND ALL RELATED FLASHINGS. ASSUME 420 SF OF SHEATHING REQUIRED

REPLACEMENT IN-KIND.

02.24 CLIN 1 & CLIN 7 OPTION 1: (024119, 024296, 070150.19) REFERENCE A105 FOR

REQUIRED DEMOLITION WORK AT CHIMNEYS, TYPICAL.

02.25 CLIN 3: REFERENCE TREATMENT ELEVATIONS FOR REQUIRED MASONRY

WALL REPAIRS, TYPICAL.

02.26 CLIN 3: (040323, 040342) REFERENCE TREATMENT ELEVATIONS AND

STRUCTURAL DRAWINGS FOR STONE FOUNDATION WALL REPAIR WORK,

TYPICAL.

02.32 CLIN 5 & CLIN 9 OPTION 3: (024119, 024296) REFERENCE A105 FOR

DEMOLITION AND REPAIR WORK AT FRONT DOOR AND SURROUND, TYPICAL.

02.34 CLIN 4: (024119, 024296, 060312) REMOVE AND DISPOSE OF EXISTING FASCIA

BOARD AND ASSOCIATED ANCHORS.

02.35 CLIN 6: (024119, 024296, 060312) REMOVE AND DISPOSE OF EXISTING BARGE

BOARD AND ASSOCIATED ANCHORS.

02.36 CLIN 4: (024119, 024296, 060312) REFERENCE A104 FOR DEMOLITION AND

REPAIR WORK AT DORMERS, TYPICAL.

02.42 CLIN 2: (011000, 024119, 024296) THE PARK WILL RE-EXCAVATE THE AREA OF

PREVIOUSLY DISTURBED SOIL. CONTRACTOR TO REPAIR STONE FOUNDATION

WALL. RE: STRUCTURAL TYPICAL REPAIR DETAIL.

02.49 CLIN 1: (024119, 024296) PRIOR TO INSTALLING SHORING, CAREFULLY REMOVE

AND DISPOSE OF ALL PORCH GYPSUM CEILING CLADDING AND ASSOCIATED

ANCHORS. PRIOR TO REMOVE OF ANY CLADDING, REVIEW SCOPE WITH

CONTRACTING OFFICER TO CONFIRM WHAT IS BEING REMOVED. PROTECT

EXISTING LIGHT FIXTURE TO REMAIN. CONTRACTOR TO PROVIDE NECESSARY

BLOCKING TO KEEP EXISTING LIGHT FIXTURE IN PLACE. PROVIDE CONDUIT

FOR HANGING LIVE ELECTRICAL LIGHT WIRES. ANCHOR CONDUIT TO PORCH

ROOF TRUSSES IN A MEANS THAT DOES NOT DAMAGE THE WIRES OR THE

STRUCTURE.

04 18

005-1

02.04

02.04

02.24

02.34

02.10

SECOND FLOOR

11'- 2 1/4"

FIRST FLOOR

0'- 0"

BASEMENT FLOOR

- 8'- 5 1/2"

ROOF AND GUTTER DEMOLITION IS

NOTED ON THE ROOF DEMOLITION PLAN

02.48

02.13

02.04

002 001

02.04 02.04

02.46

02.35

02.24

02.36

02.10

02.10

02.10

02.34

02.10

SECOND FLOOR

11'- 2 1/4"

FIRST FLOOR

0'- 0"

BASEMENT FLOOR

- 8'- 5 1/2"

ROOF AND GUTTER DEMOLITION IS

NOTED ON THE ROOF DEMOLITION PLAN

02.44

02.40

02.48

02.48

02.09

06.08

02.13

A.

B.

C.

D.

E.

F.

G.

H.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL

CONTRACTOR OR THE APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING

SHOP DRAWINGS, ORDERING MATERIALS, OR THE COMMENCEMENT OF

CONSTRUCTION.

THE SCOPE OF DEMOLITION WORK IS NOT LIMITED EXCLUSIVELY TO THE WORK

INDICATED ON THE DEMOLITION DRAWINGS. THE CONSTRUCTION DOCUMENTS

ARE PROVIDED AS A GENERAL GUIDE FOR DEMOLITION. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND

IDENTIFYING ADDITIONAL DEMOLITION WORK THAT MAY BE REQUIRED FOR THE

COMPLETION OF ALL THE WORK INDICATED IN THE CONSTRUCTION

DOCUMENTS.

REMOVE ALL UNUSED AND/OR ABANDONED PIPE, CONDUIT, CONDUCTORS,

SCREWS, NAILS, AND FASTENERS IN THEIR ENTIRETY BACK TO THEIR ORIGINAL

SOURCE. PATCH REMAINING HOLES, PER THE SPECIFICATIONS TO MATCH

SURROUNDING MATERIALS.

ALL GROUND DISTURBANCE WORK REQUIRED FOR THIS PROJECT SHALL BE

COMPLETED BY NPS AND SHALL HAVE OVERSITE BY A PARK PROVIDED

ARCHEOLOGIST. THE CONTRACTOR SHALL COORDINATE ANY POTENTIAL

GROUND DISTURBANCE WORK WITH THE CONTRACTING OFFICER (CO).

PATCH AND REPAIR EXISTING CONSTRUCTION TO THE EXTENT REQUIRED TO

ALLOW FOR NEW WORK TO BE PROPERLY INSTALLED, IN KIND. REPAIRS OR

REPLACEMENTS TO MATCH THE EXISTING MATERIAL IN PROPERTIES, TEXTURE,

PROFILE, DIMENSION, FINISH, AND WHERE APPROPRIATE, SPECIES.

ALL DEMOLITION DEBRIS IS TO BE TAKEN TO A LICENSED LANDFILL WITH

WRITTEN RECEIPTS PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER

FOR CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO SITE

OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1

SPECIFICATIONS.

DUE TO THE HISTORIC SIGNIFICANCE OF THE ANCIENT EARTHWORKS UPON

WHICH THE STRUCTURES ARE BUILT, CARE SHOULD BE TAKEN TO PROTECT THE

GROUND FROM HEAVY FALLING DEBRIS OR GROUND DISTURBANCES.

DOCUMENT EXISTING HISTORIC STRUCTURES THROUGH PHOTOGRAPHY

DURING DEMOLITION AND RECONSTRUCTION. TAKE DIGITAL IMAGES USING THE

MAXIMUM RANGE OF DEPTH IN FILED, IN-FOCUS, TO CLEARLY SHOW THE WORK.

NO BLURRY OR OUT-OF-FOCUS AREAS ACCEPTED. BEFORE COMMENCEMENT

OF DEMOLITION, OR STARTING CONSTRUCTION, TAKE COLOR DIGITAL IMAGES

OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS

TO REMAIN DURING CONSTRUCTION, FROM DIFFERENT VANTAGE POINTS.

SHEET NOTES - DEMOLITION:

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE DEMOLISHED OR PARTIALLY

DEMOLISHED. VERIFY EXTENT AND SCOPE OF DEMOLITION PRIOR TO

REMOVAL.

EXISTING WALL AND/OR CONSTRUCTION TO BE DEMOLISHED

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:4

PM AX201 DEMOLITION ELEVATIONS

STABILIZE AND REPAIR BLACKSTONE HOUSE

AX201 1/4" = 1'-0"

1 BLACKSTONE ELEVATION - DEMOLITION - SOUTH

AX201 1/4" = 1'-0"

2 BLACKSTONE ELEVATION - DEMOLITION - WEST

1/4"=1'-0"

4' 0 4' 8'

FRONT DOOR AND SURROUND KEYNOTES

02.04 CLIN 1: (024119, 024296, 077100) DEMOLISH AND DISPOSE OF EXISTING

GUTTERS, DOWNSPOUTS, AND ASSOCIATED HANGERS AND ANCHORS IN

THERE ENTIRETY.

02.09 CLIN 1: (024119, 024296) REMOVE ANTENNAE AND ALL ASSOCIATED CABLING

AND ANCHORS. REFERENCE SHEET A105 FOR IMAGE OF CHIMNEY. PATCH

ANY HOLES MADE MASONRY OR MORTAR PER SPECIFICATION GUIDELINES.

02.10 CLIN 5: (024119, 024296, 080352) REFERENCE WINDOW SCHEDULE FOR

REQUIRED DEMOLITION AND REPAIR WORK, TYPICAL.

02.13 CLIN 1: (024119, 024296, 070150.19) REMOVE AND DISPOSE OF ALL EXISTING

ASPHALT SHINGLE ROOFING, UNDERLAYMENT, DETERIORATED SHEATHING

AND ALL RELATED FLASHINGS. ASSUME 420 SF OF SHEATHING REQUIRED

REPLACEMENT IN-KIND.

02.24 CLIN 1 & CLIN 7 OPTION 1: (024119, 024296, 070150.19) REFERENCE A105 FOR

REQUIRED DEMOLITION WORK AT CHIMNEYS, TYPICAL.

02.34 CLIN 4: (024119, 024296, 060312) REMOVE AND DISPOSE OF EXISTING FASCIA

BOARD AND ASSOCIATED ANCHORS.

02.35 CLIN 6: (024119, 024296, 060312) REMOVE AND DISPOSE OF EXISTING BARGE

BOARD AND ASSOCIATED ANCHORS.

02.36 CLIN 4: (024119, 024296, 060312) REFERENCE A104 FOR DEMOLITION AND

REPAIR WORK AT DORMERS, TYPICAL.

02.40 CLIN 3: (024119, 024296) REMOVE PLUMBING VENT AND ALL ASSOCIATED

EQUIPMENT. PATCH OPENING WITH BRICK THAT MATCHES SPECIFICATION

REQUIREMENTS AND REPOINT.

02.44 CLIN 3: (024119, 024296) REMOVE EXTERIOR TELEPHONE EQUIPMENT AND ALL

ASSOCIATED ANCHORS, CABLES, ETC. INFILL OPENING WITH BRICK THAT

MATCHES SPECIFICATION REQUIREMENTS AND REPOINT.

02.46 CLIN 3: (024119, 024296) REMOVE PVC FURNACE VENT PIPE FROM WEST

FOUNDATION WALL. INFILL OPENING WITH STONE THAT MATCH THE

ADJACENT FOUNDATION WALL. REPOINT PER THE SPECIFICATIONS.

02.48 CLIN 1: (024119, 024296) CAREFULLY DEMOLISH AND DISPOSE OF ALL

ASSOCIATED CHIMNEY FLASHING.

06.08 CLIN 4: (024119) REMOVE ALL HORNETS AND NESTS FROM FASCIA BOARD AND

PREPARE SURFACES FOR REPAINTING.

05 18

WINDOW & DOOR NOTES: GENERAL

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND PROFILES OF ALL WINDOW TRIM, SASHES, AND FRAME AND SILL COMPONENTS.

EXISTING WOOD WINDOWS ARE HISTORIC AND ARE ONE OF THE PROMINENT CHARACTER-DEFINING FEATURES OF THE BUILDING.

THE GOAL OF CLIN 7 OPTION 1 IS TO PRESERVE AS MUCH HISTORIC MATERIAL AS POSSIBLE.

CLIN 7 OPTION 1: RESTORATION WILL INCLUDE TEMPORARY REMOVAL OF THE WOOD WINDOW SASHES TO BE RESTORED BY A

QUALIFIED WOOD WINDOW RESTORATION CONTRACTOR OFF SITE IN A SHOP ENVIRONMENT.

CLIN 7 OPTION 1: ALL EXISTING WOOD WINDOWS (JAMS, TRIM, AND SASHES) ARE TO BE RESTORED PER THE WINDOW TREATMENT NOTES. EPOXY REPAIR WOOD SILLS TO REMAIN PER TREATMENT NOTES. EPOXY REPAIR SMALL SECTIONS OF DETERIORATION PER THE SPECIFICATIONS. INSTALL WOOD CONSOLIDANT. REPLACE ALL GLAZING PUTTY. REPLACE BROKEN GLASS. CONTRACTOR

TO INCLUDE 30% ALLOWANCE FOR GLASS BREAKAGE IN BID. ALL WORK PER SPECIFICATIONS.

WHERE WINDOWS ARE REMOVED FOR RESTORATION OR MISSING, CONTRACTOR TO PROVIDE AND INSTALL TEMPORARY WINDOW PROTECTION FOR SECURITY AND TO PREVENT WEATHER INFILTRATION AND ENTRANCE OF PESTS.

CONTRACTOR RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSAL OF EXISTING TEMPORARY WINDOW OPENING COVERINGS.

CLIN 5: CONTRACTOR TO PROVIDE AND INSTALL NEW PRE-FINISHED ALUMINUM STORM WINDOWS ON THE EXTERIOR OF ALL RESTORED AND NEW WINDOWS UNLESS OTHERWISE NOTED, PER THE SPECIFICATIONS (PER THE WINDOW SCHEDULE, (4) WINDOW OPENINGS SHALL BE RECEIVED A CUSTOM WOOD LOUVER). WINDOWS TO HAVE HORIZONTAL DIVIDER TO ALIGN WITH MEETING RAIL AND REMOVABLE BOTTOM PANELS WITH INTERCHANGEABLE SCREENS PROVIDED (CONTRACTOR TO PROVIDE

THESE SCREENS LABELED FOR EACH WINDOW NUMBER FOR PARK STORAGE).

CLIN 7 OPTION 1: WINDOWS NEAR DOOR OPENINGS ARE REQUIRED TO HAVE TEMPERED GLASS INSTALLED, PER BUILDING CODES.

TEMPERED GLASS SHALL BE INDENTIFIED IN THE SHOP DRAWINGS.

CLIN 7 OPTION 1: INTERIOR OR EXTERIOR TRIM THAT IS REMOVED AS PART OF THE WINDOW REMOVAL/RESTORATION PROCESS TO BE LABELED IN AN INCONSPICUOUS AREA AND CAREFULLY STORED TO BE REINSTALLED IN THE ORIGINAL LOCATIONS.

CLIN 7 OPTION 1: ADJUST WINDOWS TO BE FULLY OPERABLE AND FULLY CLOSE WITH NO GAPS OR DAYLIGHT. UPPER SASH TO BE FIXED IN PLACE WITH WOOD BLOCK AND SCREW BELOW, TO BE INSTALLED FLUSH WITH THE SASH TRACK.

CLIN 7 OPTION 1: RESTORE EXISTING WINDOW HARDWARE (SASH LOCKS AND ROPES AND PULLEYS) TO WORKING CONDITION.

REPLACE ALL ROPES. REPLACE ALL OTHER MISSING COMPONENTS, IN KIND. RESTORE EXISTING SASH PINS AT JAMBS TO WORKING CONDITION. REPLACE MISSING SASH PINS. RESTORE EXISTING SASH LOCKS AND LIFTS. REPAIR/CONSOLIDATE MEETING RAIL FOR FIRM INSTALLATION OF SASH LOCKS. REMOVE ADDED WOOD BLOCKING FROM SASH POCKETS ON INTERIOR AND

EXTERIOR.

CONTRACTOR SHALL FIELD VERIFY SIZING OF ALL GLASS. EXISTING GLASS FROM HISTORIC WINDOWS IS TO BE SALVAGED AND

REUSED AS PART OF THE RESTORATION.

CLIN 7 OPTION 1: INSTALL WEATHERSTRIPPING AT ALL WINDOWS (BOTTOM OF BOTTOM RAIL AND AT SASH JAMBS).

CLIN 7 OPTION 1: PREPARE EXISTING PAINTED INTERIOR FINISHES TO BE PRIMED FOR FUTURE FINISHING.

CLIN 5: REMOVE ALL EXTERIOR INSECT NESTS, VINES, DEBRIS, DIRT, AND BIOLOGICAL GROWTH IN ENTIRETY ON WINDOW TRIM, JAMBS, SILLS, AND SASHES TO SMOOTH SURFACE PREPARED FOR PAINTING.

PREP, PRIME, AND PAINT THE EXTERIOR WOOD COMPONENTS OF ALL WINDOWS.

WINDOWS AND WOOD TRIM THAT ARE REMOVED AS PART OF THIS PROJECT ARE TO BE LABELED IN AN INCONSPICUOUS AREA AND CAREFULLY STORED. THE CONTRACTING OFFICER REPRESENTATIVE (COR) WILL REVIEW WITH THE PARK ALL STORED MATERIALS TO DETERMINE WHAT MATERIALS SHALL BE RETAINED FOR PARK'S STORAGE. LABELING METHOD TO BE REVIEWED AND APPROVED BY COR PRIOR TO IMPLEMENTING. AFTER THE COR HAS REVIEWED WHAT MATERIALS ARE TO BE SALVAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL MATERIALS THE PARK CHOOSES NOT TO

SALVAGE.

IT IS ASSUMED THAT ALL PAINTED SURFACES CONTAIN LEAD. CONTRACTOR RESPONSIBEL FOR WORKER SAFETY AND

CONFORMING WITH ALL GUIDELINES, PER GENERAL NOTE 21 ON G002.

100.

101.

102.

103.

104.

105.

106.

107.

108.

109.

110.

111.

112.

113.

114.

115.

116.

117.

118.

119.

120.

121.

122.

123.

124.

125.

126.

127.

128.

129.

130.

131.

132.

133.

134.

135.

136.

137.

138.

139.

140.

141.

142.

143.

144.

145.

CLIN 7 OPTION 1: (060312, 080352) STRIP AND CONSOLIDATE WOOD SILL PER SPECIFICATIONS.

CLIN 7 OPTION 1: (060312, 080352) REPLACE NORTH AND SOUTH OUTER BLIND STOPS PER SPECIFICATIONS..

CLIN 7 OPTION 1: (060312, 080352) REPLACE NORTH OUTER BLIND STOP PER SPECIFICATIONS.

CLIN 7 OPTION 1: (060312, 080352) REMOVE REMNANTS OF OLD HINGES AND REPAIR.

CLIN 7 OPTION 1: (060312, 080352) REPLACE SILL WITH MORE THAN 35% OF DETERIORATION.

CLIN 7 OPTION 1: (060312, 080352) REPLACE WEST AND EAST OUTER BLIND STOPS.

CLIN 5: INSTALL NEW ALUMINUM STORM WINDOW INSTALLED AT THE EXTERIOR FACE OF WOOD WINDOW.

CLIN 7 OPTION 1: REPLACE NORTH JAMB IN ENTIRETY.

CLIN 5: LARGE GAP AT TOP OF FRAME AND STONE LINTEL, REFERENCE EXTERIOR TREATMENT DRAWINGS FOR REQUIRED MASONRY WORK. WINDOW AND TRIM WILL BE REQUIRED TO BE REMOVED TO COMPLETE MASONRY WORK. NOTE 104, 132, 140, 122 SHOULD BE COMPLETED AS PART OF CLIN 5 FOR THIS WINDOW ONLY. WINDOW GENERAL NOTES C,D,I,J,K,M,N SHOULD BE

COMPLETED AS PART OF CLIN 5 FOR THIS WINDOW ONLY.

CLIN 7 OPTION 1: (060312, 080352) REGLAZE 100%

CLIN 7 OPTION 1: (060312, 080352) REPLACE EXTERIOR PARTING BEAD

CLIN 7 OPTION 1: (060312, 080352) REPLACE INTERIOR PARTING BEAD

CLIN 7 OPTION 1: (060312, 080352) NEW TENON ON WEST UPPER SASH JOINT

CLIN 7 OPTION 1: (060312, 080352) WINDOW RACKED - ADJUST TO CLOSE PROPERLY

CLIN 7 OPTION 1: (060312, 080352) REPLACE LOWER SASH TOP RAIL TO MATCH HISTORIC IN PROFILE AND TYPE.

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 1

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 2

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 3

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 4

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 5

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - UPPER SASH - PANE 6

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 1

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 2

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 3

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 4

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 5

CLIN 7 OPTION 1: (060312, 080352) CRACKED / MISSING GLASS - LOWER SASH - PANE 6

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 4" DUTCHMAN REPAIR SIDE CASING, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 6" DUTCHMAN REPAIR SIDE CASING, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 12" DUTCHMAN REPAIR SIDE CASING, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 16" DUTCHMAN REPAIR SIDE CASING, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 6" DUTCHMAN REPAIR WEST SIDE CASING.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 12" DUTCHMAN REPAIR NORTH SIDE CASING.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 24" DUTCHMAN REPAIR EAST SIDE CASING.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 4" DUTCHMAN REPAIR JAMBS, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 6" DUTCHMAN REPAIR JAMBS, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 12" DUTCHMAN REPAIR JAMBS, BOTH SIDES.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 12" DUTCHMAN REPAIR SOUTH JAMB.

CLIN 7 OPTION 1: (060312, 080352) BOTTOM 3" DUTCHMAN REPAIR UPPER SASH STILES, BOTH SIDES.

NOT USED

CLIN 7 OPTION 1: (060312, 080352) REPLACE HORIZONTAL MUNTIN BETWEEN PANES 2 & 5 ON LOWER SASH.

CLIN 7 OPTION 1: (060312, 080352) REPAIR BOTTOM 12" OF VERTICAL MUNTIN BETWEEN PANES 4 & 5 ON LOWER SASH.

CLIN 7 OPTION 1: (060312, 080352) REPAIR BOTTOM 3" OF VERTICAL MUNTIN BETWEEN PANES 5 & 6 ON LOWER SASH.

CLIN 5: (062013, 080352) CONSTRUCTION NEW WINDOW BUCK FRAME WITH 1/2 INFILL PANEL MOUNTED TO AN INTERIOR SUPPORT FRAME. AT WINDOW 002 MARINE GRADE PLYWOOD PANEL TO BE MOUNTED TO NEW WINDOW FRAME FROM THE

INTERIOR.

CLIN 5: AT WINDOW 001 CUSTOM WOOD LOUVER TO BE MOUNTED TO NEW WINDOW FRAME FROM THE INTERIOR. UTILIZE EXTERIOR GRADE WESTERN RED CEDAR, OR APPROVED EQUAL. PREP, PRIME AND PAINT ALL SIDES OF NEW BUCK FRAME AND

INFILL PANEL/LOUVER. REFERENCE DETAIL 02/A005.

CLIN 5: (080352) INSTALL NEW CUSTOM WOOD LOUVER INSTALLED AT THE EXTERIOR FACE OF WOOD WINDOW. INTERIOR SASHES TO BE SECURED TO AN OPEN POSITION TO ALLOW AIR TO FLOW TO THE INTERIOR OF THE HOUSE.

WINDOW NOTES: TREATMENT

200.

201.

202.

203.

204.

205.

206.

207.

208.

209.

210.

211.

212.

213.

214.

215.

SASHES NOT ORIGINAL

ORIGINAL STEEL SPRING SASH PINS

ORIGINAL STEEL SPRING SASH PINS - FUNCTIONING

PARTING BEADS NOT ORIGINAL

SOUTH OUTER BLIND STOP NOT ORIGINAL

WOOD SILL NOT ORIGINAL

STEEL SASH PULL

STEEL SASH LOCK

REMOVE EXISTING INEFFECTIVE STORM WINDOWS AND ASSOCIATED ANCHORS.

HINGES & MORTISES NOT ORIGINAL

INTERIOR STOPS NOT ORIGINAL

WEST PARTING BEAD NOT ORIGINAL - PINE

EAST PARTING BEAD - WALNUT

WALL IS BOWING AND CAUSING DISPLACEMENT.

INTERIOR SILL SLOPED OUT

CLIN 5 - CAREFULLY REMOVE EXISTING WINDOW FRAMES, LABEL, AND GIVE TO THE PARK FOR ARCHIVAL.

WINDOW NOTES: EXISTING CONDITIONS

WINDOW PANE

IDENTIFICATION

UPPER SASH

LOWER SASH

0' - 1 3/4" 0' - 1 3/4"

1' - 0"

- 1

/4

- 6

/2

+/- 3' - 9 1/2"

+/- 3' - 3 1/2"

- 4

1/

2"

0' - 10"

- 1

WINDOW TYPE A WINDOW TYPE B WINDOW TYPE C

1 2 3

4 5 6

1 2 3

4 5 6

- 0

/8

+/- 2' - 4"

- 3

/2

0' - 7 3/4"

2' - 3 1/2"

0' - 1 5/8"

0' - 0 3/8"

0'

1/

4"

+/- 1' - 11 1/2"

- 1

/4

VA

R

IE

S

0' - 2 1/2" 0' - 0 7/8" 0' - 2 5/8"

0' - 2 1/2" 0'

3/ 4"

0'

9/

0'

7/

8"

0' - 0 9/16" 0' - 1 3/4"

BRICK

1/2" MORTAR JOINT

STONE,

BEYOND

STONE

EXTERIOR ELEVATION - TYPE E SECTION - TYPE E

WINDOW ROUGH OPENING TO BE CONFIRMED

BY CONTRACTOR AFTER MASONRY REPAIRS

ARE COMPLETED AND PRIOR TO

CONSTRUCTION NEW WINDOW BUCKS

NEW WOOD WINDOW

COVERING FRAME

1/2" MARINE GRADE PLYWOOD PANEL

ANCHORED TO NEW WINDOW FRAME

FROM THE INTERIOR

0' - 0 1/2"

PROVIDE AN INTERIOR FRAME TO

THE SUPPORT NEW MARINE

GRADE PANEL

ALL WOOD COMPONENTS OF NEW BUCK WINDOW TO UTILITIZE

EXTERIOR GRADE WESTERN RED CEDAR, UNLESS OTHERWISE NOTED.

ALL COMPONENTS OF NEW WINDOW BUCKS TO BE PREPPED, PRIMED

ON ALL SIDES, AND PAINTED PER THE SPECIFICATIONS.

+/- 1' - 11 1/2"

- 1

/4

VA

R

IE

S

0' - 2 1/2" 0' - 6"

BRICK

1/2" MORTAR

JOINT

STONE

STONE

EXTERIOR ELEVATION - TYPE D SECTION - TYPE D

WINDOW OPENING TO BE CONFIRMED BY

CONTRACTOR AFTER MASONRY REPAIRS

ARE COMPLETED AND PRIOR TO

CONSTRUCTION OF NEW WINDOW FRAME

AND LOUVER

NEW WOOD WINDOW

COVERING FRAME

(062013) PROVIDE AN

INTERIOR FRAME TO THE

SUPPORT NEW CUSTOM

WOOD LOUVER

ALL WOOD COMPONENTS OF NEW WINDOW FRAME AND

LOUVER TO UTILITIZE EXTERIOR GRADE WESTERN RED

CEDAR, UNLESS OTHERWISE NOTED. ALL COMPONENTS OF

NEW WINDOW FRAME AND LOUVER TO BE PREPPED, PRIMED

ON ALL SIDES, AND PAINTED PER THE SPECIFICATIONS.

(080352) CUSTOM

BUILT WOOD

LOUVER

02.29

02.2902.29

06.12

06.13

06.01 06.01

06.20

06.21 06.22

08.04

06.1806.18

02.27

02.28

08.02

08.0208.02

02.28

02.30

02.31

08.03

02.27

02.30 06.22

TRIM

STOP

STOOL

SILL

STONE SILL

WINDOW TYPE B - 2 (STORM WINDOW)

STONE SILL

TRIM

STOP

STOOL

SILL

WINDOW TYPE A - 2 (STORM WINDOW)

STOOL

STOP

TRIM

SASH

WINDOW TYPE C

STOP

TRIM

STOP

SASH

STOP

TRIM

+/- 0' - 1 13/16" +/- 0' - 1 7/16" +/- 0' - 0 1/2"

+/- 0' - 1 7/16"

+/- 0' - 4 3/8"

- 0

- 0

/1

6"

- 0

/2

- 0

/3

2"

- 0

/8

+/- 0' - 1 5/16" +/- 0' - 1 3/8"

+/- 0' - 0 3/8" +/- 0' - 2 5/8"

+/- 0' - 1"

- 0

/8

- 0

/2

- 0

/2

- 0

- 0

/8

+/- 0' - 1 7/16"

+/- 0' - 1 1/2"

- 0

/4

+/- 0' - 1 7/16"+/- 0' - 1 15/32"

+/- 0' - 5 5/32"

- 0

/8

NOTE: CONTRACTOR

RESPONSIBLE FOR FIELD

VERIFYING ALL DIMENSIONS

NEW STORM

WINDOW NEW STORM

WINDOW

STONE SILL

TRIM

STOP

STOOL

SILL

WINDOW TYPE A - 1 (CUSTOM WOOD LOUVER)

UPPER AND LOWER SASH

TO BE ANCHORED IN AN

OPEN POSITION AT ALL

LOCATIONS LOUVERS

ARE INSTALLED.

STOP

(080352) CUSTOM

RECTANGULAR

GABLE VENT

+/- 0' - 1 13/16" +/- 0' - 1 7/16" +/- 0' - 0 1/2"

+/- 0' - 1 7/16"

+/- 0' - 4 3/8"

- 0

- 0

/1

6"

- 0

/2

- 0

/3

2"

0' - 0 3/4" 0' - 0 5/8"

1x2 EXTERIOR

GRADE BLOCKING

AS REQUIRED.

1x2 EXTERIOR

GRADE BLOCKING

AS REQUIRED.

TRIM

STOP

STOOL

SILL

STONE SILL

WINDOW TYPE B - 1 (CUSTOM WOOD LOUVER)

STOP

- 0

/8

+/- 0' - 1 5/16" +/- 0' - 1 3/8"

+/- 0' - 0 3/8" +/- 0' - 2 5/8"

+/- 0' - 1"

- 0

/8

- 0

/2

- 0

/2

- 0

- 0

/8

+/- 0' - 1 7/16"

1x2 EXTERIOR

GRADE BLOCKING

AS REQUIRED.

1x2 EXTERIOR

GRADE BLOCKING

AS REQUIRED.

(080352) CUSTOM

RECTANGULAR

GABLE VENT

DOOR 100-1 TREATMENT LEGEND

REPLACE DETERIORATED WOOD

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

AG, CA

CA, NA

AG

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

SILMAN

ANN ARBOR, MI

T:

CONSTRUCTION DOCUMENTS

4/

/2

3:

:5

PM A005 WINDOWS & DOORS

TREATMENT

STABILIZE AND REPAIR BLACKSTONE HOUSE

WINDOW SCHEDULE

NUMBER TYPE ROUGH OPENING (W X H)

TREATMENT

COMMENTSSILL JAMB SASHES GLAZING OTHER

BASEMENT

001 D 1'- 11 1/2" X 1'- 5 3/4" - - - 144 215 002 E 2'- 0" X 1'- 9" - - - 143 215

FIRST FLOOR

100 A-2 3'- 9 1/4" X 6'- 2 1/2" 100 127 114 119 106, 113 200, 201, 207, 208 101 A-2 3'- 9 3/8" X 6'- 2 1/2" 100 110, 111, 131, 133 112, 138, 141, 142 109, 122, 125 106 200, 201, 207, 208, 211, 212 102 A-2 3'- 9" X 6'- 2 1/2" 104 105, 128 122, 124, 106 200, 205, 206, 207, 208 103 B-1 3'- 3" X 4'- 11 1/4" 115, 117, 122, 145 202, 207, 208

104 B-1 3'- 3 1/2" X 4'- 11 3/8" 104 102, 103, 130 121, 123 145 200, 204, 208 105 A-2 3'- 9 1/2" X 6'- 2 1/2" 101, 128 140 125 106 200, 201, 203, 208

SECOND FLOOR

200 B-1 39 3/9" X 4'- 11 5/8" 100 101, 107, 137 118, 119, 120 145 208, 209, 210 201 C 2'- 4" X 3'- 9 1/2" 104 129, 134 106 208, 210, 214 202 C 2'- 4" X 3'- 9 1/2" 104 129, 136 106 208 203 C 2'- 4" X 3'- 9 1/2" 104 129, 135 106 208 204 B-1 39 7/8" X 4'- 11 1/4" 104 132 140 122 145, 108 213

DOOR SCHEDULE

NUMBER ROUGH OPENING (W X H) COMMENTS

BASEMENT

005-1 NO WORK

FIRST FLOOR

100-1 REFER TO A005/2 FOR TREATMENT

100-2 NO WORK

105-1 NO WORK A005 1/2" = 1'-0"

2 WINDOW TYPES A, B, C

A005 1" = 1'-0"

3 NEW WINDOW TYPES

A005 1/2" = 1'-0"

1 DOOR 100-1 TREATMENT

A005 3" = 1'-0"

4 SILL AND SASH DETAILS

FRONT DOOR AND SURROUND KEYNOTES

02.27 CLIN 9 OPTION 3: (024119, 024296) CAREFULLY REMOVE DETERIORATED

WOOD PLINTH.

02.28 CLIN 9 OPTION 3: (024119, 024296) CAREFULLY REMOVE DETERIORATED

SEALANT ON SIDES OF DOOR FRAME.

02.29 CLIN 5: (024119, 024296) CAREFULLY REMOVE EXISTING PLEXIGLASS

COVERS AND ALL ACCESSORIES INSTALLED OVER SIDELIGHTS AND AT

TRANSOM.

02.30 CLIN 9 OPTION 3: (024119, 024296) CAREFULLY REMOVE EXISTING BOTTOM

6-INCHES OF DETERIORATED WOOD JAMB.

02.31 CLIN 5: (024119, 024296) REMOVE EXISTING STORM DOOR AND

ASSOCIATED HINGES AND ANCHORS.

06.01 CLIN 9 OPTION 3: (060312, 062013, 099113) INSTALL NEW WOOD PLINTH.

RECONSTRUCT WOOD TRIM. INSTALL NEW WOOD PLINTH TRIM TO MATCH

EXISTING IN SIZE AND PROFILE. UTILIZE EXTERIOR GRADE WESTERN RED

CEDAR, OR APPROVED EQUAL.

06.12 CLIN 9 OPTION 3: (060312, 062013, 099113) GAP AT THE TOP OF DOOR,

REPAIR AND ADJUST DOOR TO BE SQUARE IN DOOR FRAME AND TO

PROPERLY FUNCTION. REVIEW PROPOSED ADJUSTMENTS WITH

CONTRACTING OFFICER PRIOR TO COMPLETING REPAIRS.

06.13 CLIN 9 OPTION 3: ( 060312, 062013, 099113) STRIP ALL PAINT FROM WOOD

DOOR, SURROUND, AND ASSOCIATED COMPONENTS, INCLUDING TRIM AND

SIDELIGHTS. THE INTERIOR SIDE OF DOOR IS STAINED AND SHALL BE

PROTECTED FROM PAINT. PREP, PRIME, AND PAINT ALL STRIPPED WOOD

SURFACES.

06.18 CLIN 9 OPTION 3: (060312, 062013, 099113) INSTALL NEW BACKER ROD

SEALANT ON SIDES OF DOOR FRAME.

06.20 CLIN 9 OPTION 3: (060312, 062013, 099113) CONSOLIDATE AND EPOXY

REPAIR LOWER PORTION OF PANEL THAT HAS DETERIORATION. ASSUME

ROUGHLY 4-INCHES X 1-INCH.

06.21 CLIN 9 OPTION 3: (060312, 062013, 099113, 079200) CONSOLIDATE AND

EPOXY REPAIR LOWER CORNER OF PLINTH

06.22 CLIN 9 OPTION 3: (060312, 062013, 099113) INSTALL DUTCHMAN REPAIR AT

THE BOTTOM 6-INCHES OF THE WOOD JAMB OF DOOR FRAME TO MATCH

EXISTING IN SIZE AND PROFILE. UTILIZE EXTERIOR GRADE WESTERN RED

CEDAR, OR APPROVED EQUAL. PREP, PRIME AND PAINT TYPICAL.

08.02 CLIN 5: (060312, 080352, 055619, 099113) INSTALL NEW ALUMINUM STORM

WINDOW INSTALLED AT THE EXTERIOR FACE OF WOOD DOOR SIDE LIGHT

AND/OR TRANSOM. LOW-E ON THE NUMBER 2 SIDE.

08.03 CLIN 5: (060312, 084213) INSTALL NEW PRE-FINISHED WHITE ALUMINUM

STORM DOOR.

08.04 CLIN 9 OPTION 3: (060312) INSTALL NEW WEATHERSTRIPPING AT HISTORIC

WOOD DOOR.

WINDOW SCHEDULE NOTE: SEE WINDOW SECTIONS BELOW FOR INDICATION OF STORM WINDOW OR WOOD LOUVER INSTALLATION.

NOTE LOUVER AND STORM WINDOW TREATMENT RECOMMENDATIONS ARE NOTED UNDER THE 'OTHER' COLUMN WITHIN SCHEDULE.

06 18

100 101

102103

WEST PARLOR

HALL

EAST PARLOR

DINING ROOM

BEDROOM

KITCHEN

BATHROOM

DN

DNPORCH

UP

DN

DN

DN

DN

DN

1/

06.25

3/ 8"

15' - 6 3/8" 10' - 2 5/8" 19' - 0"

100-1

101-1

08.01

04.47

04.47

04.47

45' - 1 3/4"

1/

104-2

105-1

106-1

100-2

102-1

100-3

103-1

103-2

104-1

A300 A300

EX

TE

N T

O F

AL

R

EA

D

Y D

IS

TU

R

BE

D S

O

IL

EXTENT OF ALREADY DISTURBED SOIL

02.42

A200

A2

A2

A202

08.01

08.01

08.01

08.01

08.01

TYPICAL

TYPICAL

A.

B.

C.

D.

E.

F.

G.

H.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE CONTRACTOR

BEFORE SUBMITTING SHOP DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXITING CONDITIONS AND

IDENTIFYING ADDITIONAL TREATMENT WORK THAT MAY BE REQUIRED FOR THE

COMPLETE INSTALLATION OF NEW WORK.

THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING ANY WORK. EXISTING CONDITIONS INCLUDE VERIFYING UTILITY

LOCATIONS, EXISTING BUILDING ELEMENTS, AND EXISTING FIELD DIMENSIONS. THE

CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCIES AFFECTING

THE EXECUTION OF WORK.

PER THE SPECIFICATIONS, THERE CAN BE NO ADDITIONAL GROUND DISTURBANCE

OR EXCAVATION WORK BY THE CONTRACTOR, BEYOND WHAT IS INDICATED ON

THE DRAWINGS. ONLY AREAS OF PREVIOUSLY DISTURBED GRADE ARE ALLOWED

TO BE EXCAVATED BY THE NPS ARCHEOLOGISTS. ALL EXCAVATIONS REQUIRE

TRIBAL NATION APPROVAL AND ARCHEOLOGICAL MONITORING.

ALL EXTERIOR NEW AND EXISTING WOOD SURFACES (OUTSIDE THE WOOD

FRAMING AND SHEATHING) ARE TO BE PREPPED, PRIMED, AND PAINTED AS PART

OF THIS PROJECT (CLIN 4, CLIN 5, CLIN 9 OPTION 3, AND CLIN 10 OPTION 4).

COMPLETELY REMOVE ALL UNUSED ACCESSORIES, NAILS, INSECT DEBRIS, NESTS,

AND BIOLOGICAL MATERIALS, PRIOR TO PREPPING THE SURFACES FOR PAINTING.

PROTECT ALL ADJACENT MATERIALS FROM OVER PAINT.

ALL NEW EXTERIOR WOOD TRIM TO BE TREATED WITH WOOD PRESERVATIVE AND

ALL SURFACES (360-DEGREES) ARE TO BE PRIMED PRIOR TO INSTALLATION,

INCLUDING THE BACKS AND SIDE OF ALL NEW TRIM, AND ALL CUT SURFACES.

ALL BRICK MASONRY REPAIRS AND REPLACEMENT TO MATCH THE THE EXISTING

RUNNING BOND PATTERN WITH HEADER ROWS EVERY TENTH COURSE.

THIS PAGE WAS PREPARED WITH COLORED LINES AND HATCHES. WHEN PRINTING,

USE COLOR.

GENERAL NOTES - TREATMENT:

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:1

PM A101 TREATMENT FIRST FLOOR

PLAN

STABILIZE AND REPAIR BLACKSTONE HOUSE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW NUMBER000

000 -0

000 ROOM NUMBER

STONE WALL

CONCRETE

BRICK WALL

WOOD WALL

SHORING

A101 1/4" = 1'-0"

1 BLACKSTONE - FIRST FLOOR PLAN

FRONT DOOR AND SURROUND KEYNOTES

02.42 CLIN 2: (011000, 024119, 024296) THE PARK WILL RE-EXCAVATE THE AREA OF

PREVIOUSLY DISTURBED SOIL. CONTRACTOR TO REPAIR STONE FOUNDATION

WALL. RE: STRUCTURAL TYPICAL REPAIR DETAIL.

04.47 CLIN 1: (040110, 040120.32, 040323) REFERENCE ARCHITECTURAL TREATMENT

ELEVATIONS FOR ALL BRICK MASONRY WALL AND STONE FOUNDATION

REPAIR WORK, TYPICAL.

06.25 CLIN 1: (062013, 099113) CONTRACTOR TO PROVIDE AND INSTALL TEMPORARY

SHORING AT BACK PORCH TO PREVENT FAILURE OF THE PORCH WOOD ROOF

STRUCTURE. SHORING TO CONSIST OF TWO TEMPORARY WOOD FRAMED

WALLS JUST INSIDE BOTH THE WEST AND EAST PORCH WALLS TO DIRECTLY

SUPPORT THE TRIANGULAR ROOF FRAMES. SHORING NOT TO BLOCK

EXISTING DOOR OPENINGS. PREP, PRIME AND PAINT SHORING.

08.01 CLIN 5: (060312, 080352, 055619, 099113) REFERENCE A005 AND EXTERIOR

TREATMENT ELEVATIONS FOR REPAIR WORK FOR ALL MAIN HOUSE

WINDOWS, TYPICAL.

1/4"=1'-0"

4' 0 4' 8'

BL

D

G

07 18

CHIMNEY 1

CHIMNEY 2

CHIMNEY 3

CHIMNEY 4

CHIMNEY 5

8.

5:

S

LO

PE

8.

5:

S

LO

PE

8.5:12

SLOPE

8.5:12

SLOPE

4:12 SLOPE4:12 SLOPE4:12 SLOPE

8.5:12

SLOPE

8.5:12

SLOPE

8.5:12

SLOPE

8.5:12

SLOPE

07.03

07.03

07.03

07.03

07.02

07.02

04.46

04.46 04.46

04.46

- 1

6'

9/

- 1

6'

7/

- 1

8'

/3 2"

04.46

15' - 11 23/32" 11' - 5 7/16" 17' - 11 31/32"

07.05 07.05

07.0507.05

07.06

07.06 07.06

07.06

07.07

07.07

07.07

07.07

07.07

07.01 07.01

07.01 07.06

07.0107.01

+/- 4' - 2 31/32"

- 8

/1

6"

3/

7/

/4

45' - 3 13/16"

A300 A300

A200

A2

A2

A202

A.

B.

C.

D.

E.

F.

G.

H.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE CONTRACTOR

BEFORE SUBMITTING SHOP DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXITING CONDITIONS AND

IDENTIFYING ADDITIONAL TREATMENT WORK THAT MAY BE REQUIRED FOR THE

COMPLETE INSTALLATION OF NEW WORK.

THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING ANY WORK. EXISTING CONDITIONS INCLUDE VERIFYING UTILITY

LOCATIONS, EXISTING BUILDING ELEMENTS, AND EXISTING FIELD DIMENSIONS. THE

CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCIES AFFECTING

THE EXECUTION OF WORK.

PER THE SPECIFICATIONS, THERE CAN BE NO ADDITIONAL GROUND DISTURBANCE

OR EXCAVATION WORK BY THE CONTRACTOR, BEYOND WHAT IS INDICATED ON

THE DRAWINGS. ONLY AREAS OF PREVIOUSLY DISTURBED GRADE ARE ALLOWED

TO BE EXCAVATED BY THE NPS ARCHEOLOGISTS. ALL EXCAVATIONS REQUIRE

TRIBAL NATION APPROVAL AND ARCHEOLOGICAL MONITORING.

ALL EXTERIOR NEW AND EXISTING WOOD SURFACES (OUTSIDE THE WOOD

FRAMING AND SHEATHING) ARE TO BE PREPPED, PRIMED, AND PAINTED AS PART

OF THIS PROJECT (CLIN 4, CLIN 5, CLIN 9 OPTION 3, AND CLIN 10 OPTION 4).

COMPLETELY REMOVE ALL UNUSED ACCESSORIES, NAILS, INSECT DEBRIS, NESTS,

AND BIOLOGICAL MATERIALS, PRIOR TO PREPPING THE SURFACES FOR PAINTING.

PROTECT ALL ADJACENT MATERIALS FROM OVER PAINT.

ALL NEW EXTERIOR WOOD TRIM TO BE TREATED WITH WOOD PRESERVATIVE AND

ALL SURFACES (360-DEGREES) ARE TO BE PRIMED PRIOR TO INSTALLATION,

INCLUDING THE BACKS AND SIDE OF ALL NEW TRIM, AND ALL CUT SURFACES.

ALL BRICK MASONRY REPAIRS AND REPLACEMENT TO MATCH THE THE EXISTING

RUNNING BOND PATTERN WITH HEADER ROWS EVERY TENTH COURSE.

THIS PAGE WAS PREPARED WITH COLORED LINES AND HATCHES. WHEN PRINTING,

USE COLOR.

GENERAL NOTES - TREATMENT:

PRE-FINISHED RIDGE

FLASHING, COLOR TO

MATCH NEW

COMPOSITE

SHINGLES, TYP.

4" M

IN

SMACNA FIG 4-11 B

ASPHALT SHINGLES

OVER SPECIFIED

UNDERLAYMENT

MATCHING CAP

SHINGLES BY ASPHALT

SHINGLE

MANUFACTURER TO

MATCH ROOF SHINGLES

SMACNA FIG 4-22 C SMACNA FIG 4-22 D

-1

/2

-1

/2

ROOFING UNDERLAYMENT

LAPPED ON VALLEY FLASHING

NAILS 30" WIDE

UNDERLAYMENT

UNDER FLASHING

1"

LAP 8" VALLEY

SECTIONS MIN.

CLEATS 24"

5" MIN.

5" MIN.

SMACNA FIG 4-9

PROVIDE CLOSED-CORNER DRIP

EDGE AT ALL EXTERIOR AND

INTERIOR CORNERS

NOTE: THIS PAGE WAS PREPARED WITH COLORED LINES AND

HATCHES. WHEN PRINTING, USE COLOR.

VARIES

0'

3"

MORTAR

EPOXY IN STAINLESS

STEEL RODS

DRIP EDGE

0' - 1"

(073113) CAST STONE

CAP, SLOPED TO DRAIN

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFHOPEWELL CULTURE NATIONAL HISTORICAL PARK

80057

239486

CA

CA, NA

AG, CA

04.15.2025

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

CONSTRUCTION DOCUMENTS

04.15.20254/

/2

3:

:2

PM A103 TREATMENT ROOF PLAN

STABILIZE AND REPAIR BLACKSTONE HOUSE

A103 1/4" = 1'-0"

1 BLACKSTONE - ROOF PLAN

1/4"=1'-0"

4' 0 4' 8'

BL

D

G

A103 NOT TO SCALE

3 RIDGE FLASHING

A103 NOT TO SCALE

4 SHINGLE ROOF FLASHING

A103 NOT TO SCALE

5 VALLEY FLASHINGS-INSTALLATION

PREFINISHED METAL

DRIP EDGE WITH

HEMMED EDGE TO

MATCH COLOR OF

FASCIA, TYPICAL

PREFINISHED METAL

DRIP EDGE WITH

HEMMED EDGE TO

MATCH COLOR OF

FASCIA, TYPICAL

FRONT DOOR AND SURROUND KEYNOTES

04.46 CLIN 1: (077100) CONTRACTOR TO PROVIDE AND INSTALL CAST STONE

CHIMNEY CAP WITH 1/2" OVERHANG ON ALL SIDES. REFERENCE

SPECIFICATION.

07.01 CLIN 1: (070150.19, 073113, 076200, 077100) CONTRACTOR TO PROVIDE AND

INSTALL ASPHALT SHINGLE ROOF INSTALLED OVER MANUFACTURER

APPROVED UNDERLAYMENT. INSTALL SELF-ADHERING WATER AND ICE

BARRIER FROM EDGE OF FASCIA TO WITHIN 36-INCHES OF INTERIOR FACE OF

EXTERIOR WALL.

07.02 CLIN 1: (070150.19, 073113, 076200, 077100) ALL FLASHING TO BE REPLACED,

INCLUDING AT VALLEYS, CHIMNEYS, DORMERS, AND ALL OTHER LOCATIONS

OF EXISTING FLASHING. FLASHING AT CHIMNEY AND LOWER ROOFS

ABUTTING MASONRY SHALL INCLUDE BASE FLASHING AND

COUNTER-FLASHING AS DETAILED IN 11/A105.

07.03 CLIN 1: (070150.19, 073113, 076200, 077100) CONTRACTOR TO PROVIDE AND

INSTALL PRE-FINISHED 6" K-STYLE WHITE GUTTERS AND ALL REQUIRED

ACCESSORIES AND MANUFACTURER-REQUIRED ANCHORS.

07.05 CLIN 1: (070150.19, 073113, 076200, 077100) AT CHIMNEYS, CONSTRUCT NEW

CRICKET ON HIGH SIDE OF CHIMNEY. REFERENCE DETAIL 12/A105.