Drawings-Specifications.pdf

PDF 38 MB Posted Jun 28, 2022

Attached to: Harbor Refuge Rehab Federal contract opportunity
Solicitation number: 140P6422R0003
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation to perform exterior rehabilitation work at Pictured Rocks National Lakeshore in Michigan. The solicitation seeks bids for projects including removing and replacing an asphalt roof, siding, windows and completing other repairs. The work is to be completed on a firm-fixed price basis under Construction Wage Rate Requirements. The solicitation number is 140P6422R0003 and is set aside entirely for total small businesses with a NAICS code of 238990 and size standard of $16.5 million. A site visit is available and offerors must be registered in SAM and have a DUNS number to be considered for award. The point of contact is Christopher Bauer and the solicitation is issued by the National Park Service Midwest Region on behalf of the Department of the Interior.

View the file

Other files for this federal contract opportunity

Other files attached to Harbor Refuge Rehab, newest first.
File	Type	Posted
Questions_and_Answers_0001.pdf	PDF	Jul 13, 2022
Site_Visit_Sign-in_Sheet_0001.pdf	PDF	Jul 13, 2022
Sol_140P6422R0003_Amd_0001.pdf	PDF	Jul 13, 2022
Revised_Project_Specifications_0001.pdf	PDF	Jul 13, 2022
Wage_Determination.pdf	PDF	Jun 28, 2022
Past_Performance_Questionnaire_-_Harbor_Refuge_Ext_Rehab.doc	DOC document	Jun 28, 2022
Notice_to_Contractors.pdf	PDF	Jun 28, 2022
Bid_Schedule_-_Harbor_Refuge_Ext_Rehab.xlsx	XLSX spreadsheet	Jun 28, 2022
Technical_Questionnaire_-_Harbor_Refuge_Ext_Rehab.pdf	PDF	Jun 28, 2022
Attachment_-_Vaccination_Certification_Notification_Template.pdf	PDF	Jun 28, 2022
Submittal_List.pdf	PDF	Jun 28, 2022
Attachment_-_Certification_of_Vaccination_Form.pdf	PDF	Jun 28, 2022
Sol_140P6422R0003.pdf	PDF	Jun 28, 2022
Bid_Schedule_-_Harbor_Refuge_Ext_Rehab.pdf	PDF	Jun 28, 2022
Technical_Questionnaire_-_Harbor_Refuge_Ext_Rehab.docx	DOCX document	Jun 28, 2022
Statement_of_Work.pdf	PDF	Jun 28, 2022
Past_Performance_Questionnaire_-_Harbor_Refuge_Ext_Rehab.pdf	PDF	Jun 28, 2022

Show all 17

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

BASIC DATA: BOUNDARY MAPS

MIDWEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design

Development (Title I)

Drawing No.

Variance from Design Delevlopment (Title I)

Approved by Superintendent on

Date

Construction Drawing Not Preceded by

Design Delevlopment (Title I)

Project Manager Date

InitialDateREVISIONSheetMark

GRAND MARAIS

PICTURED ROCKS NATIONAL LAKESHORE

MICHIGANMIDWEST ALGER

80063

239303

100% FINAL CD

MICHIGAN

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INCORPORATED

BOULDER, CO 80302

ARCHITECT:

ANDERSON

HALLAS, PC

GOLDEN, CO 80401

- 140P2019D0016

PMIS

ELECTRICAL:

AE DESIGN

DENVER, CO 802022/

P M

-5

P S

O G ra nd

M ar ai s/

G ra nd

M ar ai s

H ar bo r of

R ef ug e v2

0- B

rv t

HARBOR OF REFUGE REHAB

1 24

239303

PROJECT AREA

GRAND MARAIS PROJECT

PICTURED ROCKS NATIONAL LAKESHORE

N.T.S.

ISO-1 HARBOR OF REFUGE

1. ALL WORK SHALL CONFORM TO THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE REHABILITATION OF HISTORIC BUILDINGS. RETAIN HISTORIC MATERIAL WHENEVER POSSIBLE AND WHERE EXISTING IS NOT SLATED FOR

REMOVAL.

2. DO NOT SCALE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN

PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.

3. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES.

5. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF OR HERSELF WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE CONTRACTING OFFICER OF ALL ITEMS REQUIRING A LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE, AND SHALL UPON REQUEST FROM THE CONTRACTING OFFICER, SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES

FOR THE ITEMS IN QUESTION TO THE CONTRACTING OFFICER.

7. EXISTING WORK WHICH IS TO REMAIN BUT IS DAMAGED OR AFFECTED BY THE WORK, SHALL BE REPAIRED AND/OR

RECONDITIONED TO MATCH ITS PRE-CONSTRUCTION CONDITION OR BETTER.

8. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED TO THE CONTRACTING OFFICER. ALL WARRANTIES AND GUARANTEES ARE REQUIRED

AT THE CONCLUSION OF THE PROJECT.

9. EXISTING CONSTRUCTION IS TYPICALLY INDICATED AS "(E)" OR AS BUILDING ELEMENTS WITHOUT POCHE (HATCHING).

NEW CONSTRUCTION IS TYPICALLY INDICATED WITH POCHE (HATCHING).

GENERAL NOTES:

MATERIAL LEGEND

PLYWOOD

FINISH WOOD

GWB

CONCRETE

BATT INSULATION

STEEL

EARTH

FOAM INSULATION

DEMOLITION KEY NOTE

XXX DOOR TAG

NORTH ARROW

XXX

ROOM

ROOM TAG

EXTERIOR

ELEVATION

TAG

INTERIOR

ELEVATIO

N TAG

A5.0

SECTION TAG

SYMBOLS

X WALL TAG

THRESHOLD

L D

N O

R T

A4.0

A8.0

X WINDOW TAG

DETAIL CALLOUT

A5.3

NEW CONSTRUCTION KEY NOTENX

#1. LIGHTNING PROTECTION - INSTALL LIGHTNING PROTECTION SYSTEM.

#2. FRONT PORCH STAIR AND LANDING - REMOVE AND SALVAGE CURRENT STEPS AND

HANDRAIL AT FRONT PORCH. INSTALL STRUCTURAL MEMBERS ON STAIR, STABILIZE

CONCRETE LANDING AND REINSTALL STAIR AND HANDRAIL.

BID OPTIONS:

IBC - 2021

BUILDING CODES:

IEBC - 2021

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF2/

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

G0.1

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 2 24

INDEX AND GENERAL

NOTES

JT JOINT

LAV LAVATORY

LIN LINOLEUM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL and PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

<N> NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATED

REQ REQUIRED

REV REVISE, REVISED or REVISION

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

(S) SEALANT

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUC STRUCTURE or STRUCTURAL

(T) TEMPERED

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WIN WINDOW

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A/V AUDIO VISUAL

ABV ABOVE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACCOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

B.O. BOTTOM OF

BLDG BUILDING

BLKG BLOCKING

BR BACKER ROD

BTWN BETWEEN

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

<E> EXISTING

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

ETR EXISTING TO REMAIN

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE

GALV GLAVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

SHEET

SUB.

SHEET TITLE OF SHEET

General

1 G0.0 COVER SHEET

2 G0.1 INDEX AND GENERAL NOTES

3 G0.2 STAGING PLAN

ARCHITECTURAL

4 AD1.0 DEMO FLOOR PLANS

5 AD1.1 DEMO UPPER LEVEL AND ROOF PLANS

6 AD2.0 DEMO EXTERIOR ELEVATIONS

7 A1.0 BASEMENT AND MAIN FLOOR PLANS

8 A1.1 UPPER FLOOR AND ROOF PLANS

9 A2.0 EXTERIOR ELEVATIONS

10 A3.0 WINDOW TYPES, SCHEDULE AND DETAILS

11 A3.1 WINDOW DETAILS

12 A3.2 WINDOW DETAILS

13 A4.0 WALL SECTION DETAILS

14 A4.1 ROOF SECTIONS AND DETAILS

15 A4.2 ROOF SECTIONS AND DETAILS

INDEX

STRUCTURAL

16 S0.1 GENERAL NOTES

17 S0.2 GENERAL NOTES

18 S0.3 GENERAL NOTES

19 S1.0 FOUNDATION PLAN

20 S1.1 ROOF FRAMING PLAN

21 S2.0 SECTIONS & DETAILS

22 S2.1 SECTIONS & DETAILS

ELECTRICAL

23 E0.0 ELECTRICAL COVER SHEET

24 E1.0 ELECTRICAL ROOF PLAN

"WHITE DASHED LINE" INDICATES

"LIMITS OF CONSTRUCTION"

INDICATES AREA NO. 2

OF STAGING

INDICATES AREA NO. 1

OF STAGING

MAINTAIN CLEAR

DRIVE LANE FOR

VISITOR ACCESS

GRAND MARAIS

HARBOR OF REFUGE

GRAND MARAIS

STATION DWELLING

GRAND MARAIS

OFFICER IN CHARGE

DWELLING

GRAND MARAIS

EQUIPMENT BUILDING

CANAL STREET

1. CONTRACTOR RESPONSIBLE FOR PROVIDING OFFICE TRAILER

AND PORTA POTTY WITHIN "LIMITS OF CONSTRUCTION".

GENERAL STAGING NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF2/

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

G0.2

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 3 24

STAGING PLAN

N.T.S.G0.2

STAGING PLAN1

001D005D

004D

003D 002D

AD2.0

BASEMENT

VAULT

D5 D5

D19D19

D19

D20

D20 D20

D20

108D

101D

102D

103D

105D

106D

107D

104D

A2.0

AD2.0

EXHIBIT 4

HALL

EXHIBIT 2

EXHIBIT 3

TOILET RM

PORCH

D15

D10D10 D10

D10 D10

D10

D5 D5

D11

D4 D5

D5 UP

D18

D20

D20D20 D20

D20

D20 D20 D20 D20

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REFER TO HAZARDOUS MATERIAL SPECIFICATIONS AND REPORT.

3. PROTECT ALL EXISTING MATERIALS TO REMAIN FROM DAMAGE DURING DEMO WORK.

GENERAL NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

AD1.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 4 24

DEMO FLOOR PLANS

SCALEAD1.0

DEMO - BASEMENT FLOOR PLAN1

ASCALEAD1.0

DEMO - MAIN LEVEL FLOOR PLAN2

40 84

SCALE OF FEET

NOTE:

FRONT PORCH STAIR AND CONCRETE WORK ~ BID OPTION #2

DEMO KEYNOTES

D4 REMOVE EXISTING SIDING DOWN (MULTI LAYERS) TO EXISTING WD STUDS, (EXISTING WALL

STUDS TO REMAIN). REMOVE EXISTING INSULATION WITHIN WALL CAVITY AND PREP WALL

FOR NEW WALL FINISHES. ~ PROTECT INTERIOR WALL FINISH FROM DAMAGE DURING

CONSTRUCTION, ALL WORK TO BE COMPLETED FROM EXTERIOR SIDE OF STRUCTURE.

D5 REMOVE EXISTING WINDOWS AT MASONRY AND FRAME OPENINGS, INSTALL PLYWOOD

SECURITY PANEL TO SECURE OPENING DURING CONSTRUCTION AS NEEDED. REFER TO

NPS PRESERVATION BRIEF 31 AND DETAIL 2/A3.0.

D8 DEMO INTERIOR FINISHES AT ENLARGED WINDOW OPENINGS. PROTECT ALL EXISTING

FINISHES TO REMAIN.

D9 REMOVE EXISTING GUTTER, DOWNSPOUT, AND SPLASH BLOCK.

D10 EXISTING WOOD COLUMNS TO REMAIN.

D11 REMOVE AND SALVAGE EXISTING MASONRY INFILL AT HISTORIC WINDOW AND STONE SILL

LOCATION.

D15 REMOVE AND SALVAGE EXISTING STAIR AND HANDRAIL - BID OPTION #2.

D18 REMOVE SOIL IMMEDIATELY ADJACENT TO SOUTH ELEVATION AT LOCATION OF PRIOR

GARDEN, SEE STRUCTURAL FOR DEPTH AND ADDITIONAL INFORMATION.

D19 REFER TO STRUCTURAL FOR ADDITIONAL WORK IN BASEMENT.

D20 REMOVE ALL PAINT FROM CONCRETE WATERTABLE, WINDOW SILLS AND HEADERS. DO

NOT DAMAGE CONCRETE. PROTECT BRICK FROM DAMAGE DURING PAINT REMOVAL.

207D

206D

205D

204D

203D

201D 202D

CO1CO2

CO4

AD2.0

D9 D4

D4 D4

EXHIBIT 4

HALL

CLOSET

EXHIBIT 5

EXHIBIT 6

CLOSET

EXHIBIT 7

CLOSET

CO3

AD2.0

D9 D9

D2 D2

D1D1

D9 D1

D1 D1

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REFER TO HAZARDOUS MATERIAL SPECIFICATIONS AND REPORT.

3. PROTECT ALL EXISTING MATERIALS TO REMAIN FROM DAMAGE DURING DEMO WORK.

GENERAL NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

AD1.1

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 5 24

DEMO UPPER LEVEL

AND ROOF PLANS

SCALEAD1.1

DEMO - UPPER LEVEL FLOOR PLAN1

40 84

SCALE OF FEET

SCALEAD1.1

DEMO - ROOF PLAN2

DEMO KEYNOTES

D1 REMOVE EXISTING ROOFING AND SUBSTRATE (SHEATHING) DOWN TO EXISTING

ROOF STRUCTURE. REMOVE EXISTING INSULATION ~ PROTECT INTERIOR CEILING

FINISH FROM DAMAGE DURING CONSTRUCTION, ALL WORK TO BE COMPLETED

FROM EXTERIOR SIDE OF ROOF STRUCTURE.

D2 REMOVE EXISTING FLASHING AT EXISTING CHIMNEY.

D4 REMOVE EXISTING SIDING DOWN (MULTI LAYERS) TO EXISTING WD STUDS,

(EXISTING WALL STUDS TO REMAIN). REMOVE EXISTING INSULATION WITHIN WALL

CAVITY AND PREP WALL FOR NEW WALL FINISHES. ~ PROTECT INTERIOR WALL

FINISH FROM DAMAGE DURING CONSTRUCTION, ALL WORK TO BE COMPLETED

FROM EXTERIOR SIDE OF STRUCTURE.

D5 REMOVE EXISTING WINDOWS AT MASONRY AND FRAME OPENINGS, INSTALL

PLYWOOD SECURITY PANEL TO SECURE OPENING DURING CONSTRUCTION AS

NEEDED. REFER TO NPS PRESERVATION BRIEF 31 AND DETAIL 2/A3.0.

D8 DEMO INTERIOR FINISHES AT ENLARGED WINDOW OPENINGS. PROTECT ALL

EXISTING FINISHES TO REMAIN.

D9 REMOVE EXISTING GUTTER, DOWNSPOUT, AND SPLASH BLOCK.

MAIN LEVEL

100' - 0"

UPPER LEVEL

109' - 4 1/2"

BASEMENT

92' - 0 3/8"

GRADE

95' - 11 1/2"

D5 207D 206D

107D 106D

005D 004D

D3 D4

D9D9D4

D5D5

D12

D15D15

D20

D20 D20

D20

D5D5

D2 D2 D2 D2

202D 201D

101D 108D

D15D15 D15D15

D16

D20

D20D20 D20D20

D20

MAIN LEVEL

100' - 0"

UPPER LEVEL

109' - 4 1/2"

BASEMENT

92' - 0 3/8"

GRADE

95' - 11 1/2"

D1 D2

D9D11

D17 D17

204D 203D

103D

102D

D15D15

D20

D21

D1D2D2 D2

D4 D4

D11 D5

D5 D5D12

205D

105D 104D

002D003D

D20

D20 D20

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REMOVE LICHEN FROM BRICK WITH PLASTIC OR WOOD SCRAPERS.

TREAT BRICK WITH BIOCIDE, AT ALL ELEVATIONS AND BRICK

CHIMNEYS AT ROOF, ONLY ON SURFACES WHERE LICHEN OR

MICROBIAL GROWTH IS PRESENT.

3. REFER TO HAZARDOUS MATERIAL SPECIFICATIONS AND REPORT.

FOR DIRECTION REGARDING CONTAINMENT / SAFETY OF

HAZARDOUS MATERIALS.

4. PROTECT ALL EXISTING MATERIALS TO REMAIN FROM DAMAGE

DURING DEMO WORK.

GENERAL DEMO NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

AD2.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 6 24

DEMO EXTERIOR

ELEVATIONS

SCALEAD2.0

DEMO - NORTH BUILDING ELEVATION1

A SCALEAD2.0

DEMO - EAST BUILDING ELEVATION2

SCALEAD2.0

DEMO - SOUTH BUILDING ELEVATION3

A SCALEAD2.0

DEMO - WEST BUILDING ELEVATION4

40 84

SCALE OF FEET

NOTE:

FRONT PORCH STAIR AND CONCRETE WORK ~

BID OPTION #2

DEMO KEYNOTES

D1 REMOVE EXISTING ROOFING AND SUBSTRATE (SHEATHING) DOWN TO

EXISTING ROOF STRUCTURE. REMOVE EXISTING INSULATION ~ PROTECT

INTERIOR CEILING FINISH FROM DAMAGE DURING CONSTRUCTION, ALL

WORK TO BE COMPLETED FROM EXTERIOR SIDE OF ROOF STRUCTURE.

D2 REMOVE EXISTING FLASHING AT EXISTING CHIMNEY.

D3 REMOVE EXISTING TRIM AT ROOF EDGE.

D4 REMOVE EXISTING SIDING DOWN (MULTI LAYERS) TO EXISTING WD STUDS,

(EXISTING WALL STUDS TO REMAIN). REMOVE EXISTING INSULATION

WITHIN WALL CAVITY AND PREP WALL FOR NEW WALL FINISHES. ~

PROTECT INTERIOR WALL FINISH FROM DAMAGE DURING CONSTRUCTION,

ALL WORK TO BE COMPLETED FROM EXTERIOR SIDE OF STRUCTURE.

D5 REMOVE EXISTING WINDOWS AT MASONRY AND FRAME OPENINGS,

INSTALL PLYWOOD SECURITY PANEL TO SECURE OPENING DURING

CONSTRUCTION AS NEEDED. REFER TO NPS PRESERVATION BRIEF 31 AND

DETAIL 2/A3.0.

D9 REMOVE EXISTING GUTTER, DOWNSPOUT, AND SPLASH BLOCK.

D11 REMOVE AND SALVAGE EXISTING MASONRY INFILL AT HISTORIC WINDOW

AND STONE SILL LOCATION.

D12 REMOVE DAMAGED MASONRY AT CORNER RE: STUCTURAL.

D15 REMOVE AND SALVAGE EXISTING STAIR AND HANDRAIL - BID OPTION #2.

D16 REPOINT STEP CRACK AT EXISTING MASONRY.

D17 (4) COURSES SPALLING BRICK AT BASE, REMOVE DAMAGED FACE WYTHE

BRICK.

D20 REMOVE ALL PAINT FROM CONCRETE WATERTABLE, WINDOW SILLS AND

HEADERS. DO NOT DAMAGE CONCRETE. PROTECT BRICK FROM DAMAGE

DURING PAINT REMOVAL.

D21 REMOVE CRACKED BRICK, PROTECT ADJACENT BRICK FROM DAMAGE.

A2.0

BASEMENT

VAULT

N5 N5

N5005

003 002

N22 N22

N27

N27 N27

N27

A2.0

EXHIBIT 2

HALL

EXHIBIT 4

EXHIBIT 3

TOILET RM

N16

N16N16

N16N16 N16N16N16

N16N16

N17

N8N8 N8

N10

N20

N5N5

N5 N5

N20

N5 N5

N20 N5

N18

N9 N9

N17

109105

N23

N12

N27

N27N27

N27

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REFER TO SHEETS A3.O, A3.1, FOR ADDITIONAL WINDOW INFORMATION.

3. SCRAPE, SAND. PREP AND PAINT ALL EXISTING (EXTERIOR) EXPOSED TRIM, RAFTER

TAILS, PANELING, SOFFITS AND WOOD MEMBERS TO REMAIN.

4. AT FRONT PORCH CEILING; SCRAPE EXISTING PAINT FINISH, SAND, PREP AND

REFINISH EXISTING BEADBOARD CEILING TRIM.

5. SCRAPE, SAND, PREP AND PAINT ALL NEW WOOD DECKING, STAIRS, RAILING,

COLUMNS AND TRIM MEMBERS.

6. REPOINT OPEN HEAD JOINT, TYPICAL AT ALL WINDOW HEADERS LOCATED IN

MASONRY WALL.

GENERAL NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A1.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 7 24

BASEMENT AND MAIN

FLOOR PLANS

SCALEA1.0

BASEMENT FLOOR PLAN1

ASCALEA1.0

MAIN LEVEL FLOOR PLAN2

40 84

SCALE OF FEET

KEYNOTES

N18 INSTALL CEMENTITIOUS LAP SIDING (PT) WITH 1x4 WD TREATED TRIM, ATTACH OVER

1-1/2" INSULATED ZIP PANEL WITH TAPED JOINTS. ON EXISTING STUD WALL

CONFIGURATION ~ INSTALL NEW BATT INSULATION BETWEEN EXISTING STUDS FROM

FLOOR TO STRUCTURE ABOVE, AND FULL DEPTH OF STUD CAVITY.

N20 EXISTING DOOR AND FRAME, PROVIDE NEW PAINTED FINISH.

N22 REPAIR SELECT STRUCTURAL MEMBERS IN BASEMENT; RE: STRUCTURAL FOR

ADDITIONAL INFORMATION.

N23 INSTALL ROCK GROUND COVER IN +/-3'-0" WIDE AREA WHERE GARDEN BED

VEGETATION WAS REMOVED IMMEDIATELY ADJACENT TO SOUTH ELEVATION OF

BUILDING, PROVIDE WEED CONTROL FABRIC.

N27 INSTALL NEW ACRYLIC COATING AT ALL CONCRETE WINDOW SILLS AND HEADERS.

KEYNOTES

N5 INSTALL NEW WINDOWS THAT REPLICATE THE ORIGINAL HISTORIC CONFIGURATION,

PROVIDE NEW TREATED BLOCKING AND SEALANT.

N8 REINSTALL SALVAGED STAIR AND STRUCTURE IN KIND ON LEVEL CONCRETE SLAB -

BID OPTION #2.

N9 AT EXISTING JOINTS BETWEEN CAST-STONE UNITS AT CONCRETE WATERTABLE,

INSTALL NEW SEALANT IN JOINTS, TYPICAL ALL JOINT LOCATIONS AROUND BUILDING.

EPOXY REPAIR CRACKS IN CONCRETE; RE STRUCTURAL. APPLY NEW ACRYLIC

COATING AT EXISTING WATERTABLE AT ALL SIDES OF BUILDING.

N10 GROUT VOID UNDER CONCRETE LANDING SOLID WITH SELF-CONSOLIDATING

CONCRETE PLACED IN LOW HEIGHT LIFTS TO PROVIDE LEVEL SURFACE - BID OPTION

#2; RE:STRUCTURAL.

N16 PROVIDE NEW PAINTED FINISH AT EXISTING COLUMNS, EXISTING GUARDRAILS,

EXISTING SOFFIT AND SUPPORT BEAMS .

N17 AT PORCH AND STAIR, REMOVE ALL EXISTING PAINT FINISH FROM VERTICAL AND

HORIZONTAL SURFACES AND HANDRAILS. PROVIDE NEW HIGH ENDURANCE BASE

COAT TO EXISTING WOOD AND COMPOSITE WOOD MATERIALS. ENSURE BASE

PRODUCT ADHERANCE TO EXISTING MATERIAL PRIOR TO INSTALLING NEW FINISH.

PROVIDE HIGH ENDURANCE FINISH AT ALL VERTICAL SURFACES AND HIGH

ENDURANCE NON-SLIP FLOOR FINISH AT STAIR TREADS AND PORCH FLOORING.

PAINTING ALL STAIR AND HANDRAIL SURFACES IS IN BASE BID.

NOTE:

FRONT PORCH STAIR AND CONCRETE

WORK ~ BID OPTION #2

CO1CO2

CO4

A2.0

A4.0

EXHIBIT 4

CLOSET

HALL

201EXHIBIT 7

CLOSET

EXHIBIT 6

EXHIBIT 5

CLOSET

N4 N4

N4N4

CO3

N14

A4.0

201A 201B

N5 N5

N14

N6 N1

N12

A4.0

A1.1

TYP

A4.2

A2.0

N1N1

N11

N14 N14 N1 N1

N7 N7

A4.1

A4.2

A4.1

A4.2

N24

N25N25

N24

4' - 0" TYP

EQ EQ

N7 N7

A4.1

A1.1

A4.2

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REFER TO SHEETS A3.O, A3.1, FOR ADDITIONAL WINDOW INFORMATION.

3. SCRAPE, SAND. PREP AND PAINT ALL EXISTING (EXTERIOR) EXPOSED TRIM, RAFTER

TAILS, PANELING, SOFFITS AND WOOD MEMBERS TO REMAIN.

4. AT FRONT PORCH CEILING; SCRAPE EXISTING PAINT FINISH, SAND, PREP AND

REFINISH EXISTING BEADBOARD CEILING TRIM.

5. SCRAPE, SAND, PREP AND PAINT ALL NEW WOOD DECKING, STAIRS, RAILING,

COLUMNS AND TRIM MEMBERS.

6. REPOINT OPEN HEAD JOINT, TYPICAL AT ALL WINDOW HEADERS LOCATED IN

MASONRY WALL.

GENERAL NOTES:

INSTALL DOUBLE D-RING ROOF

SAFETY ANCHOR UNDER RIDGE CAP

AND OVER ROOF MEMBRANE ~

ALIGN SAFETY ANCHOR LOCATIONS

(4) TOTAL WITH ROOF JOIST BELOW

(BASIS OF DESIGN: ROOF ANCHOR

BOYD IS 2815 SUPER ANCHOR

SAFETY RETROFIT PERMANENT

ROOF ANCHOR, RE: STRUCT.) IF

ANOTHER ANCHOR IS USED, SUBMIT

ANCHOR FOR REVIEW AND

COORDINATION FOR

CONSTRUCTION

PROVIDE AND INSTALL

SELF-ADHERED

MEMBRANE CAP OVER

SAFETY ANCHOR TO 8"

MIN. FROM ALL SIDES OF

SAFETY ANCHOR

PROVIDE AND INSTALL

CONTINUOUS SELF-

ADHERED MEMBRANE

CAP RIDGE TO 12" MIN.

ON EACH SIDE OF

RIDGE

INSTALL NEW METAL

SHINGLE ROOFING

ON NEW ROOFING

HIGH TEMP ICE &

WATER SHIELD OVER

NEW SHEATHING,

RE: STRUCTURAL

FOR ADDITIONAL

WORK TO ROOF

STRUCTURE

INSTALL NEW METAL

SHINGLE ROOFING

RIDGE CAP

EXISTING ROOF

STRUCTURE

INSTALL NEW BATT

INSULATION

BETWEEN EXISTING

ROOF JOIST, FULL

DEPTH OF JOIST

5 1/2"

8 1/2"

1x2 TREATED (VERTICAL)

FURRING AT 12" O.C. ~ ALIGN

FURRING STRIP WITH

DOWNSPOUT LOCATION

4" PRE-FINISHED FLUTED DOWNSPOUT ANCHOR TO

EXTERIOR WALL WITH 1-1/2" PRE-FINISHED MTL STRAPS AT

3'-0" ~ ANCHOR WITH STAINLESS STEEL FASTENERS ~ AT

MASONRY BELOW DO NOT ANCHOR TO HISTORIC MASONRY,

ANCHOR TO EXISTING MORTAR JOINT LOCATIONS

NOTCH OUT "BELLY BAND "

TRANSITION TRIM BELOW ~

PROVIDE FINISH AT NOTCH

5/4 WD TRIM CORNER ~

ENSURE THAT TRIM IS EQ.

IN WIDTH AT EA. SIDE OF

WALL

AT CORNER LOCATIONS,

PRIVIDE 1x6 TREATED

FURRING

INSTALL NEW BATT INSULATION

BETWEEN EXISTING STUDS FROM

FLOOR TO STRUCTURE ABOVE

FULL DEPTH OF STUD CAVITY

INSTALL 1-1/2" INSULATED ZIP

PANEL WITH TAPED WEATHER

PROOF JOINTS

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

AT CORNER TO 8" MIN. FROM

CORNER

PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS PANEL,

ANCHORED WITH STAINLESS

STEEL FASTENERS TO VERTICAL

FURRING STRIP, TYP

VENTED AIR SPACE

"BELLY BAND "

TRANSITION TO

MASONRY TRIM BELOW

1x2 TREATED (VERTICAL) FURRING

AT 12" O.C. ~ ALIGN FURRING STRIP

JOINT LOCATIONS OF FINISH

PANEL LOCATIONS

SCALE OF FEET

1 0 1

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: B

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A1.1

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 8 24

UPPER FLOOR AND

ROOF PLANS

SCALEA1.1

UPPER LEVEL FLOOR PLAN1

40 84

SCALE OF FEET

SCALEA1.1

NEW - ROOF PLAN2

NOTE:

LIGHTNING PROTECTION AT ROOF; RE: ELECTRICAL ~ BID OPTION #1

SCALEA1.1

SECTION DETAIL AT ROOF RIGID AT FALL PROTECTION

SAFTEY ANCHOR3

BSCALEA1.1

TYPICAL PLAN DETAIL AT CORNER AT UPPER LEVEL4

KEYNOTES

N1 INSTALL NEW METAL SHINGLE ROOFING ON NEW ROOFING HIGH TEMP

ICE & WATER SHIELD OVER NEW SHEATHING, EXISTING CEILING FINISH

ON INTERIOR SPACE TO REMAIN, PROTECT FROM DAMAGE DURING

CONSTRUCTION. INSTALL NEW BATT INSULATION BETWEEN EXISTING

ROOF JOIST, FULL DEPTH OF JOIST; RE: STRUCTURAL FOR ADDITIONAL

JOIST AND OUTRIGGERS WORK ~ INSTALL NEW PRE-FINISHED FLASHING

TO MATCH NEW ROOF FINISH.

N2 INSTALL NEW STEP FLASHING AT EXISTING CHIMNEY, SET INTO MORTAR

JOINTS; FLASHING TO MATCH NEW METAL ROOF FINISH.

N4 INSTALL 5/4" TREATED WD TRIM (PT) OVER PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS PANEL (PT), ATTACHED TO 1x2 TREATED

VERTICAL FURRING STRIP AT 12" O.C. (COAT WITH LIQUID WEATHER

PROOFING) ATTACH OVER 1-1/2" INSULATED ZIP PANEL WITH TAPED

JOINTS. ON EXISTING STUD WALL CONFIGURATION ~ INSTALL NEW BATT

INSULATION BETWEEN EXISTING STUDS FROM FLOOR TO STRUCTURE

ABOVE, AND FULL DEPTH OF STUD CAVITY.

N5 INSTALL NEW WINDOWS THAT REPLICATE THE ORIGINAL HISTORIC

CONFIGURATION, PROVIDE NEW TREATED BLOCKING AND SEALANT.

N6 INSTALL SNOW SLIDE PROTECTION AT ROOF ~ PROVIDE 2X TREATED

BLOCKING BETWEEN ROOF JOIST (UNDER SHEATHING) AT EACH

LOCATION, RE: STRUCTURAL.

N7 INSTALL FALL PROTECTION ROOF ANCHOR (4) LOCATIONS ~ INSTALL

UNDER RIDGE CAP AND OVER ROOF MEMBRANE; RE: STRUCTURAL.

N11 INSTALL NEW STAINESS STEEL METAL YANKEE STYLE GUTTER OVER

MEMBRANE AND TREATED BLOCKING, PROVIDE NEW METAL ROOFING

FROM SOUTHERN SIDE OF GUTTER TO SOUTHERN EAVE OF ROOF

OVERHANG.

N12 PROVIDE NEW 4" DIA. FLUTED DOWNSPOUT ~ ANCHOR TO EXTERIOR

WALL WITH GUTTER STRAPS, AT MASONRY DO NOT ANCHOR TO

EXISTING HISTORIC MASONRY, ATTACH ANCHOR TO EXISTING MORTAR

JOINT WITH STAINLESS STEEL FASTENERS. PROVIDE 5'-0" MIN.

EXTENSION AT EACH DOWNSPOUT TO DIRECT WATER AWAY FROM

BUILDING.

N14 INSTALL NEW 6" HALF ROUND GUTTER AND 4" DIA. ROUND DOWNSPOUT,

HANG NEW PRE-FINISHED GUTTER FROM EXISTING ROOF EAVE WITH

PRE-FINISHED GUTTER HANGERS AT 16" 0.C.

N24 INSTALL NEW LIGHTNING PROTECTION, RE: ELECTRICAL (BID OPTION

#1).

N25 INSTALL NEW CHIMNEY CAP TO MATCH EXISTING CAP ON SOUTH

CHIMNEY, CAP SHOULD BE VENTED AND SCREENED TO PREVENT PEST

ENTRY.

NOTE:

DO NOT SCALE FROM DETAIL, AS SOME

MATERIALS MAY BE DRAWN IN A MANNER TO

ALLOW FOR GRAPHIC CLARITY.

MAIN LEVEL

100' - 0"

UPPER LEVEL

109' - 4 1/2"

BASEMENT

92' - 0 3/8"

GRADE

95' - 11 1/2"

A4.1

N1 N1

N2N2

N5 N5

N5N5

N4 207 206

107 106

005 004

N16N16

N8N8

N17N17

N9 N9

N3 N3

N18

N14

N6N6

N11

A4.0

N14N14N14

N6N6

N24

N25

N24

N25

N26N26N26N26

N27

N27N27

N27

N2N2

N1 N1 N1

N3 N3

N5 N11

N5 N5

N16N16 N16

N16 N16N16

N20

N17N17

N8N8

N10 N10

N4N4

A4.0

A4.2

A4.1

A4.2

N24

N25

N24 N24

N6N6

N11

N12

A1.1

A4.2

N27

MAIN LEVEL

100' - 0"

UPPER LEVEL

109' - 4 1/2"

BASEMENT

92' - 0 3/8"

GRADE

95' - 11 1/2"

A4.1

A4.0

N1 N1

N1 N2

N4N4 N4

N16N16N16N16

N17N17

N9N9 N19

N18

204 203

103 102 N20

A4.2

N24

N24 N24

N24

N6N6

N12

N6N6

N14

N12

N14

N6N6

N12

N29 N28

N27

N27 N27

N27

N2N2 N1

N1 N1

N14 N14

N4 N4

N19

N5 N5

N9 N9

N18 N5

N2 N2

002003

A4.0

N24

N25

N6N6

N12

N14

N12

N6N6 N6N6

N14

N12

N6N6

A4.0

A1.1

A4.1

TYP

N27

1. FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

2. REFER TO SHEETS A3.O, A3.1, FOR ADDITIONAL WINDOW INFORMATION.

3. SCRAPE, SAND. PREP AND PAINT ALL EXISTING (EXTERIOR) EXPOSED TRIM, RAFTER

TAILS, PANELING, SOFFITS AND WOOD MEMBERS TO REMAIN.

4. AT FRONT PORCH CEILING; SCRAPE EXISTING PAINT FINISH, SAND, PREP AND

REFINISH EXISTING BEADBOARD CEILING TRIM.

5. SCRAPE, SAND, PREP AND PAINT ALL NEW WOOD DECKING, STAIRS, RAILING,

COLUMNS AND TRIM MEMBERS.

6. REPOINT OPEN HEAD JOINT, TYPICAL AT ALL WINDOW HEADERS LOCATED IN

MASONRY WALL.

GENERAL NOTES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A2.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 9 24

EXTERIOR

ELEVATIONS

SCALEA2.0

NORTH BUILDING ELEVATION1

A SCALEA2.0

EAST BUILDING ELEVATION2

SCALEA2.0

SOUTH BUILDING ELEVATION3

A SCALEA2.0

WEST BUILDING ELEVATION4

40 84

SCALE OF FEET

NOTE:

FRONT PORCH STAIR AND CONCRETE WORK ~ BID OPTION #2

NOTE:

LIGHTNING PROTECTION, RE: ELECTRICAL ~ BID OPTION #1

KEYNOTES

N1 INSTALL NEW METAL SHINGLE ROOFING ON NEW ROOFING HIGH TEMP ICE &

WATER SHIELD OVER NEW SHEATHING, EXISTING CEILING FINISH ON INTERIOR

SPACE TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. INSTALL

NEW BATT INSULATION BETWEEN EXISTING ROOF JOIST, FULL DEPTH OF JOIST;

RE: STRUCTURAL FOR ADDITIONAL JOIST AND OUTRIGGERS WORK ~ INSTALL

NEW PRE-FINISHED FLASHING TO MATCH NEW ROOF FINISH.

N2 INSTALL NEW STEP FLASHING AT EXISTING CHIMNEY, SET INTO MORTAR

JOINTS; FLASHING TO MATCH NEW METAL ROOF FINISH.

N3 INSTALL NEW 2x12 OUTRIGGERS TO MATCH HISTORIC PROFILE.

N4 INSTALL 5/4" TREATED WD TRIM (PT) OVER PRE-FINISHED "STUCCO PATTERN"

CEMENTITIOUS PANEL (PT), ATTACHED TO 1x2 TREATED VERTICAL FURRING

STRIP AT 12" O.C. (COAT WITH LIQUID WEATHER PROOFING) ATTACH OVER

1-1/2" INSULATED ZIP PANEL WITH TAPED JOINTS. ON EXISTING STUD WALL

CONFIGURATION ~ INSTALL NEW BATT INSULATION BETWEEN EXISTING STUDS

FROM FLOOR TO STRUCTURE ABOVE, AND FULL DEPTH OF STUD CAVITY.

N5 INSTALL NEW WINDOWS THAT REPLICATE THE ORIGINAL HISTORIC

CONFIGURATION, PROVIDE NEW TREATED BLOCKING AND SEALANT.

N6 INSTALL SNOW SLIDE PROTECTION AT ROOF ~ PROVIDE 2X TREATED BLOCKING

BETWEEN ROOF JOIST (UNDER SHEATHING) AT EACH LOCATION, RE:

STRUCTURAL.

N8 REINSTALL SALVAGED STAIR AND STRUCTURE IN KIND ON LEVEL CONCRETE

SLAB - BID OPTION #2.

N9 AT EXISTING JOINTS BETWEEN CAST-STONE UNITS AT CONCRETE

WATERTABLE, INSTALL NEW SEALANT IN JOINTS, TYPICAL ALL JOINT

LOCATIONS AROUND BUILDING. EPOXY REPAIR CRACKS IN CONCRETE; RE

STRUCTURAL. APPLY NEW ACRYLIC COATING AT EXISTING WATERTABLE AT ALL

SIDES OF BUILDING.

N10 GROUT VOID UNDER CONCRETE LANDING SOLID WITH SELF-CONSOLIDATING

CONCRETE PLACED IN LOW HEIGHT LIFTS TO PROVIDE LEVEL SURFACE - BID

OPTION #2; RE:STRUCTURAL.

N11 INSTALL NEW STAINESS STEEL METAL YANKEE STYLE GUTTER OVER

MEMBRANE AND TREATED BLOCKING, PROVIDE NEW METAL ROOFING FROM

SOUTHERN SIDE OF GUTTER TO SOUTHERN EAVE OF ROOF OVERHANG.

N12 PROVIDE NEW 4" DIA. FLUTED DOWNSPOUT ~ ANCHOR TO EXTERIOR WALL

WITH GUTTER STRAPS, AT MASONRY DO NOT ANCHOR TO EXISTING HISTORIC

MASONRY, ATTACH ANCHOR TO EXISTING MORTAR JOINT WITH STAINLESS

STEEL FASTENERS. PROVIDE 5'-0" MIN. EXTENSION AT EACH DOWNSPOUT TO

DIRECT WATER AWAY FROM BUILDING.

N14 INSTALL NEW 6" HALF ROUND GUTTER AND 4" DIA. ROUND DOWNSPOUT, HANG

NEW PRE-FINISHED GUTTER FROM EXISTING ROOF EAVE WITH PRE-FINISHED

GUTTER HANGERS AT 16" 0.C.

N16 PROVIDE NEW PAINTED FINISH AT EXISTING COLUMNS, EXISTING GUARDRAILS,

EXISTING SOFFIT AND SUPPORT BEAMS .

N17 AT PORCH AND STAIR, REMOVE ALL EXISTING PAINT FINISH FROM VERTICAL

AND HORIZONTAL SURFACES AND HANDRAILS. PROVIDE NEW HIGH

ENDURANCE BASE COAT TO EXISTING WOOD AND COMPOSITE WOOD

MATERIALS. ENSURE BASE PRODUCT ADHERANCE TO EXISTING MATERIAL

PRIOR TO INSTALLING NEW FINISH. PROVIDE HIGH ENDURANCE FINISH AT ALL

VERTICAL SURFACES AND HIGH ENDURANCE NON-SLIP FLOOR FINISH AT STAIR

TREADS AND PORCH FLOORING. PAINTING ALL STAIR AND HANDRAIL

SURFACES IS IN BASE BID.

N18 INSTALL CEMENTITIOUS LAP SIDING (PT) WITH 1x4 WD TREATED TRIM, ATTACH

OVER 1-1/2" INSULATED ZIP PANEL WITH TAPED JOINTS. ON EXISTING STUD

WALL CONFIGURATION ~ INSTALL NEW BATT INSULATION BETWEEN EXISTING

STUDS FROM FLOOR TO STRUCTURE ABOVE, AND FULL DEPTH OF STUD

CAVITY.

N19 INSTALL NEW CAST-STONE SILL AT WINDOW LOCATION, CAST-STONE SILL SIZE

AND PROFILE TO MATCH ADJACENT EXISTING CAST-STONE SILL.

N20 EXISTING DOOR AND FRAME, PROVIDE NEW PAINTED FINISH.

N24 INSTALL NEW LIGHTNING PROTECTION, RE: ELECTRICAL (BID OPTION #1).

N25 INSTALL NEW CHIMNEY CAP TO MATCH EXISTING CAP ON SOUTH CHIMNEY, CAP

SHOULD BE VENTED AND SCREENED TO PREVENT PEST ENTRY.

N26 EPOXY INJECT CRACKS LARGER THAN 3/32" IN CONCRETE UNITS PRIOR TO

INSTALLING NEW COATING ON SILLS AND WATERTABLES.

N27 INSTALL NEW ACRYLIC COATING AT ALL CONCRETE WINDOW SILLS AND

HEADERS.

N28 INSTALL NEW BRICK TO REPLACE CRACKED BRICK.

N29 INSTALL NEW BRICK WHERE DAMAGED BRICK WAS REMOVED. NEW BRICK TO

MATCH BRICK ON REST OF FACADE.

V .I .F

V.I.F.

2' - 6"

V .I .F

V.I.F.

2' - 10 1/2"

V.I.F.

1' - 4"

V .I .F

V.I.F.

2' - 10 1/2"

V .I .F

1' - 8"

3' - 0"

4" 4"

V .I .F

V.I.F.

2' - 6 1/2"

V .I .F

V.I.F.

2' - 10 1/2"

R1 CAREFULLY REMOVE EXISTING STAINED GLASS INTERIOR WINDOW, STORE IN

SAFE PLACE ON SITE, PROTECT FROM DAMAGE DURING CONSTRUCTION,

INSTALL BACK TO ORIGINAL LOCATION AFTER NEW WINDOW INSTALLATION.

R2 AT EXISTING WINDOW JAMB, AND HEAD LOCATIONS, PROTECT EXISTING

WALLPAPER FROM DAMAGE.

WINDOW REMARKS:

SCWD/AL SOLID CORE WOOD (INTERIOR) ALUMINUM PRE-FINISHED CLAD (EXTERIOR)

PT-1 PAINTED FINISH, REFER TO SPECS FOR ADDTIONAL INFORMATION

ST-1 STAINED

GLAZ DOUBLE PANE INSULATED GLAZING

MATERIAL / FINISHES:

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A3.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 10 24

WINDOW TYPES,

SCHEDULE AND

DETAILS

80 168

SCALE OF FEET

Window Schedule

M a rk

T y p e M a rk

F L O

O R

L O

C A

R E

M O

V E

A L V

A G

E H

O R

A T

I N

T E

R E

M O

V E

A L V

A G

E H

O R

U L L S

E Y

E S

A T

I N

T E

R E

M O

V E

E M

O W

F R

A M

R E

M O

V E

E M

O W

S A

S H

R E

M O

V E

E M

O S

T O

R M

S A

S H

R E

M O

V E

A L V

A G

E H

O R

T O

O L A

T I N

T E

R E

M O

V E

E M

O N

-H

T O

T R

T I N

T E

R E

M O

V E

E M

O E

X T

E R

W O

O D

T R

R E

M O

V E

E M

O E

X T

E R

W O

O D

F R

A M

WINDOW SIZES

FRAME

MATERIAL

FRAME

FINISH

(INTERIOR)

FRAME

FINISH

(EXTERIOR)

SASH

MATERIAL

SASH

FINISH

(INTERIOR)

SASH

FINISH

(EXTERIOR) R

T A

L L S

A V

A G

E D

I N

T E

R W

D T

R E

T A

L L S

A L V

A G

E D

W D

B U

L L S

E Y

E T

T A

L L N

E W

I N

T E

R W

D T

T O

M A

T C

H A

D J A

C E

N T

T A

L L N

E W

W D

B U

L L S

E Y

E T

T O

M A

T C

H A

D J A

C E

N T

T A

L L S

L A

V A

G E

D W

D S

T O

O L

T A

L L N

E W

W D

S T

O O

WINDOW DETAILS

GLASS

TYPE REMARKS

HEIGHT

V.I.F.

WIDTH

V.I.F.

WIN HEAD

DETAIL

WIN JAMB

DETAIL

WIN SILL

DETAIL

001 D BASEMENT * * * 1' - 9 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF 2/A3.1 -- 1/A3.2 1" GLAZ

002 D BASEMENT * * * 1' - 9 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF 2/A3.1 -- 1/A3.2 1" GLAZ

003 D BASEMENT * * * 1' - 9 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF 2/A3.1 -- 1/A3.2 1" GLAZ

004 D BASEMENT * * * 1' - 9 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF 2/A3.1 -- 1/A3.2 1" GLAZ

005 D BASEMENT * * * 1' - 9 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF 2/A3.1 -- 1/A3.2 1" GLAZ

101 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * -- -- 1/A3.2 1" GLAZ

102 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

103 F 1ST FLOOR * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

104 E 1ST FLOOR * * * * * * 3' - 11 3/8" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ

105 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

106 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

107 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

108 F 1ST FLOOR * * * * * * * * 5' - 3 1/2" 2' - 10 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * -- -- 1/A3.2 1" GLAZ

109 G3 1ST FLOOR * * * * * * * * 3' - 0" 1' - 4" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * *

201 G1 2ND FLOOR * * * * * * 3' - 9 1/8" 3' - 0" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

201A G2 2ND FLOOR * * * * * * 3' - 9 1/8" 1' - 8" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

201B G2 2ND FLOOR * * * * 3' - 9 1/8" 1' - 8" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

203 B 2ND FLOOR * * * * * * 5' - 4" 2' - 6 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

204 B 2ND FLOOR * * * * * * 5' - 4" 2' - 6 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

205 A 2ND FLOOR * * * * * * 5' - 6" 2' - 6" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R1, R2

206 B 2ND FLOOR * * * * * * 5' - 4" 2' - 6 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

207 B 2ND FLOOR * * * * * * 5' - 4" 2' - 6 1/2" SCWD/AL PT-1 PF SCWD/AL ST-1 PF * * * 2/A3.1 -- 1/A3.1 1" GLAZ R2

SCALEA3.0

WINDOW ELEVATIONS1

WINDOW

TYPE

'A'

WINDOW

TYPE

'B'

WINDOW

TYPE

'C'

WINDOW

TYPE

'D'

WINDOW

TYPE

'E'

WINDOW

TYPE

'F'

WINDOW

TYPE

'G'

ALUMINUM CLAD WOOD

WINDOWS DOUBLE HUNG

'G1''G2' 'G2'

ALUMINUM CLAD WOOD

WINDOWS DOUBLE HUNG

WITH DIAMOND MUNTIN IN

UPPER SASH ONLY

ALUMINUM CLAD WOOD

WINDOWS DOUBLE HUNG

WITH DIAMOND MUNTIN IN

UPPER SASH ONLY

ALUMINUM CLAD

WOOD WINDOWS

FIXED WITH (1)

MUNTIN

ALUMINUM CLAD

WOOD WINDOWS

DOUBLE HUNG

ALUMINUM CLAD

WOOD WINDOWS

DOUBLE HUNG

ALUMINUM CLAD

WOOD WINDOWS

DOUBLE HUNG

1/A3.2

3/A3.1

N.T.S.A3.0

SECURITY PANEL AT WINDOW DETAIL2

REMOVE EXISTING

WD DOUBLE HUNG

WINDOW ASSEMBLY,

~ REMOVE EXISTING

METAL STORM

WINDOW ASSEMBLY

INTERIOR

EXISTING FINISH

ON GYP. BD. WALL

FINISH TO REMAIN,

PROTECT FROM

DAMAGE

REMOVE

EXISTING

EXTERIOR WALL

FINISH, (MULTI )

LAYERS BACK TO

EXISTING STUD

WALL ASSEMBLY

EXTERIOR

PROTECT

EXISTING WALL

PAPER FINISH ON

GYP. BD. FINISH AT

HEAD AND JAMB

BEYOND

EXISTING WD

WALL STUD

CONSTRUCTION

TO REMAIN

INTERIOR

EXISTING FINISH ON GYP.

BD. WALL FINISH TO REMAIN,

PROTECT FROM DAMAGE

EXTERIOR

EXISTING WD WALL

STUD CONSTRUCTION

TO REMAIN

H O

L D

REMOVE PORTION OF EXISTING

FINISH AT JAMB AND HEAD TO

INSTALL NEW WINDOW FRAME,

PORTION NOT TO EXCEED 1" MAX.

INSTALL NEW DOUBLE HUNG

WD WINDOW SYSTEM, RE:

WINDOW SCHEDULE

INSTALL WD TRIM CLOSURE,

SET IN BED OF SEALANT

INSTALL NEW BATT INSULATION

(FROM EXTERIOR SIDE) IN

BETWEEN EXISTING STUDS,

FULL DEPTH OF STUD

5/4"x6 WD TRIM

BEYOND ~ PT

PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS

PANEL, ANCHORED WITH

STAINLESS STEEL FASTENERS

TO VERTICAL FURRING STRIP

INSTALL 1x2 TREATED (VERTICAL)

FURRING STRIPS AT 12" O.C. COAT

STRIPS WITH LIQUID WEATHER

BARRIER, ALIGN STRIPS WITH

PANEL JOINTS OF WALL FINISH

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

TO 8" ABOVE FLASHING BELOW

5/4"x6" TREATED WD TRIM ~ PT

3/8" BACKER ROD AND SEALANT

SEALANT

3-1/2"x 1-1/2" LIGHT

GAUGE (14 GA.) GALV.

MTL ANGLE

METAL J-CHANNEL CLOSURE

INSTALL TO BOTTOM OF EXTERIOR

FINISH PANEL ABOVE WINDOW

ONLY (U.O.N.)

INSTALL 1-1/2" INSULATED

ZIP PANEL WITH TAPED

WEATHER PROOF JOINTS 1 1/2"

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE TO

WRAP 2X HEADER EXTENSION TO 6"

MIN. ABOVE WINDOW OPENING

2X TREATED WD HEADER

EXTENSION

PRE-FINISHED FLASHING TO 4"

ABOVE EXTERIOR TRIM ~

ANCHOR WITH STAINLESS

STEEL FASTENERS WITH

NEOPRENE WASHERS

CONTINUOUS WRAP OF FURRING

STRIPS WITH METAL "BUG"

SCREENING, CONTINUOUS ALONG

VENTED EDGE, DO NOT PAINT

DEMO SECTION NEW SECTION

TREATED WD BLOCKING

INTERIOR EXTERIOR INTERIOR EXTERIOR

INSTALL NEW BATT

INSULATION IN BETWEEN

EXISTING STUDS, FULL

DEPTH OF STUD

INSTALL 1-1/2" INSULATED

ZIP PANEL WITH TAPED

WEATHER PROOF JOINTS

5/4" TREATED WD

TRIM BEYOND ~ PT

PRE-FINISHED "STUCCO PATTERN"

CEMENTITIOUS PANEL, ANCHORED

WITH STAINLESS STEEL

FASTENERS TO VERTICAL

FURRING STRIP

INSTALL 1x2 TREATED (VERTICAL)

FURRING STRIPS AT 12" O.C. COAT

STRIPS WITH LIQUID WEATHER

BARRIER, ALIGN STRIPS WITH

PANEL JOINTS OF WALL FINISH

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

WRAP WD SILL AND EXTEND

DOWN WALL TO 6" MIN.

EXISTING FINISH ON GYP.

BD. WALL FINISH TO REMAIN,

PROTECT FROM DAMAGE

PATCH AND REPAIR GYP.BD.

FINISH AND WALL PAPER

FINISH AT STOOL / SILL

INSTALL NEW

TREATED 2X SILL

EXISTING FINISH ON GYP.

BD. WALL FINISH TO REMAIN,

AT JAMB BEYOND ~

PROTECT FROM DAMAGE

INSTALL NEW DOUBLE HUNG

WD WINDOW SYSTEM, RE:

WINDOW SCHEDULE

SLOPED SILL FRAME OF

WINDOW ASSEMBLY

PROVIDE NEW 5/4" WD

STOOL ~ PT

TREATED WD

BLOCKING

AT BASE OF WINDOW SILL AT

FURRING STRIPS ~ HOLD TOP OF

FURRING STRIPS 1/2" FROM

BOTTOM OF BLOCKING TO ALLOW

FOR AIR MOVEMENT

(1) LAYER OF EXTERIOR

WEATHER BARRIER

AT ANCHOR FLANGE AT NEW

WINDOW ASSEMBLY, SET IN

BED OF SEALANT

REMOVE

EXISTING

EXTERIOR WALL

FINISH, (MULTI )

LAYERS BACK TO

EXISTING STUD

WALL ASSEMBLY

REMOVE EXISTING

WD STOOL

EXISTING GYP. BD.

WALL FINISH WITH

EXISTING WALL PAPER

FINISH TO REMAIN,

CAREFULLY REMOVE

EXISTING WD SILL

PLATE, PROTECT

GYP.BD. FINISH FROM

DAMAGE DURING

CONSTRUCTION

EXISTING FINISH ON

GYP. BD. WALL FINISH

TO REMAIN, PROTECT

FROM DAMAGE

REMOVE EXISTING

WD DOUBLE HUNG

WINDOW ASSEMBLY,

~ REMOVE EXISTING

METAL STORM

WINDOW ASSEMBLY

DEMO SECTION NEW SECTION

EXISTING FINISH ON

GYP. BD. WALL FINISH

TO REMAIN, AT JAMB

BEYOND ~ PROTECT

FROM DAMAGE

INTERIOR

EXISTING FINISH ON

GYP. BD. WALL FINISH

TO REMAIN, PROTECT

FROM DAMAGE

EXTERIOR

EXISTING WD WALL

STUD CONSTRUCTION

TO REMAIN

INSTALL NEW

DOUBLE HUNG WD

WINDOW SYSTEM,

RE: WINDOW

SCHEDULE

INSTALL WD TRIM

CLOSURE, SET IN

BED OF SEALANT

INSTALL NEW BATT

INSULATION (FROM

EXTERIOR SIDE) IN

BETWEEN EXISTING

STUDS, FULL

DEPTH OF STUD

5/4" WD TRIM

BEYOND ~ PT

PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS

PANEL, ANCHORED WITH

STAINLESS STEEL FASTENERS

TO VERTICAL FURRING STRIP

INSTALL 1x2 TREATED (VERTICAL)

FURRING STRIPS AT 12" O.C. COAT

STRIPS WITH LIQUID WEATHER

BARRIER, ALIGN STRIPS WITH

PANEL JOINTS OF WALL FINISH

(1) LAYER OF SELF-

ADHERED WEATHER

PROOF MEMBRANE ~

WRAP NEW 2X JAMB

EXTENSION TO EXTEND

6"MIN FROM EDGE OF

OPENING

5/4"x6 WD TRIM ~ PT

3/8" BACKER ROD

AND SEALANT

SEALANT

3-1/2"x 1-1/2" LIGHT

GAUGE (14 GA.)

GALV. MTL ANGLE

INSTALL 1-1/2"

INSULATED ZIP

PANEL WITH

TAPED WEATHER

PROOF JOINTS

2X TREATED WD

JAMB EXTENSION

SEALANT

SCALE OF INCH

606 3

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A3.1

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 11 24

WINDOW DETAILS

SCALEA3.1

SECTION DETAIL - WINDOW HEAD AT STUCCO PANEL2

SCALEA3.1

SECTION DETAIL - WINDOW SILL AT STUCCO PANEL1

NOTE:

DO NOT SCALE FROM DETAIL, AS SOME

MATERIALS MAY BE DRAWN IN A MANNER TO

ALLOW FOR GRAPHIC CLARITY.

SCALEA3.1

TYPICAL PLAN SECTION AT WINDOW - JAMB3

INTERIOR EXTERIOR INTERIOR EXTERIOR

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

WRAP WD SILL AND EXTEND

DOWN WALL TO 6" MIN.

EXISTING FINISH ON GYP. BD.

WALL FINISH TO REMAIN,

PROTECT FROM DAMAGE

PATCH AND REPAIR GYP.BD.

FINISH AND WALL PAPER

FINISH AT STOOL / SILL

UNKNOWN CONSTRUCTION AT

EXISTING WINDOW SILL ~ VERIFY

EXISTING SILL IS IN GOOD

CONDITION ~ IF SO, PROVIDE SILL

EXTENSION IN-KIND FOR NEW

WINDOW CONDITION OR REPLACE

EXISTING SILL WITH NEW TREATED

SILL PLATE TO ACCOMMODATE NEW

WINDOW REQUIREMENTS

EXISTING FINISH ON GYP. BD.

WALL FINISH TO REMAIN, AT

JAMB BEYOND ~ PROTECT

FROM DAMAGE

INSTALL NEW DOUBLE HUNG

WD WINDOW SYSTEM, RE:

WINDOW SCHEDULE

SLOPED SILL FRAME OF

WINDOW ASSEMBLY

PROVIDE NEW 5/4"

WD STOOL ~ PT

EXISTING MASONRY

WALL TO REMAIN

AT ANCHOR FLANGE AT NEW

WINDOW ASSEMBLY, SET IN

BED OF SEALANT

EXISTING

MASONRY

WALL TO

REMAIN

REMOVE EXISTING

WD STOOL

EXISTING FINISH ON

GYP. BD. WALL FINISH

TO REMAIN, PROTECT

FROM DAMAGE

REMOVE EXISTING

WD DOUBLE HUNG

WINDOW ASSEMBLY,

~ REMOVE EXISTING

METAL STORM

WINDOW ASSEMBLY

DEMO SILL SECTION NEW SILL SECTION

EXISTING FINISH ON GYP.

BD. WALL FINISH TO

REMAIN, AT JAMB BEYOND ~

PROTECT FROM DAMAGE

EXISTING CAST

STONE SILL TO

REMAIN

EXISTING GYP. BD. WALL

FINISH WITH EXISTING WALL

PAPER FINISH TO REMAIN,

CAREFULLY REMOVE

EXISTING WD SILL PLATE,

PROTECT GYP.BD. FINISH

FROM DAMAGE DURING

CONSTRUCTION

EXISTING CAST STONE

SILL IN EXISTING

MASONRY WALL TO

REMAIN

SEALANT

REMOVE TRIM

AND SALVAGE AT

JAMB AND HEAD

NOTE:

AT WINDOW 103, AND 109 ~ PROVIDE AND INSTALL

NEW CAST STONE SILL ~ NEW SILL TO MATCH

ADJACENT EXISTING CAST STONE SILL IN KIND

NOTE:

AT WINDOW 103, AND 109 ~ REMOVE MASONRY

INFILL TO HISTORIC CONDITIONS ~ PREP OPENING

FOR NEW WINDOW

INSTALL SALVAGE WINDOW

TRIM AT JAMB AND HEAD

ABOVE

UNKNOWN CONSTRUCTION

AT EXISTING WINDOW SILL ~

VERIFY EXISTING SILL IS IN

GOOD CONDITION ~ IF SO,

PROVIDE SILL EXTENSION IN-

KIND FOR NEW WINDOW

CONDITION OR REPLACE

EXISTING SILL WITH NEW

TREATED SILL PLATE TO

ACCOMMODATE NEW

WINDOW REQUIREMENTS

EXISTING MASONRY

JAMB BEYOND TO

REMAIN

EXISTING CAST STONE

HEADER IN EXISTING

MASONRY WALL TO

REMAIN

INSTALL SALVAGE WINDOW

TRIM AT JAMB AND HEAD

ABOVE

UNKNOWN CONSTRUCTION AT

EXISTING WINDOW HEAD ~ VERIFY

EXISTING HEADER IS IN GOOD

CONDITION ~ IF DAMAGED, REPLACE

IN-KIND TO ACCOMMODATE NEW

WINDOW REQUIREMENTS

SEALANT

INSTALL NEW DOUBLE

HUNG WD WINDOW

SYSTEM, RE: WINDOW

SCHEDULE

PROVIDE NEW WD BLOCKING AT

EXISTING HEADER, SO NEW GYP.BD.

FINISH FACE ALIGNS WITH FINISH

FACE OF NEW WINDOW FRAME

PROVIDE NEW GYP. BD.

RETURN AT WINDOW HEAD

PROVIDE AND INSTALL NEW

WEATHER PROOF SELF

ADHERED MEMBRANE FROM

BOTTOM OF EXISTING STUD

HEADER TO EXTEND UP

EXTERIOR FACE OF HEADER

(IN GAP) BETWEEN EXISTING

STONE HEADER AND WD STUD

WALL

PATCH AND REPAIR GYP.BD.

FINISH AND WALL PAPER

FINISH AT HEADER RETURN

NEW HEAD SECTION

REMOVE AND SALVAGE TRIM

SURROUND AT WINDOW

INSTALL SALVAGED TRIM

SURROUND OR REPLACE IN

KIND AT WINDOW

SCALE OF INCH

606 3

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A3.2

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 12 24

WINDOW DETAILS

SCALEA3.2

SECTION DETAIL - WINDOW SILL / HEAD AT MASONRY WALL

LOCATION1

NOTE:

DO NOT SCALE FROM DETAIL, AS SOME

UPPER LEVEL

109' - 4 1/2"

6" HARD WOOD CROWN MOLDING ~

PT, SET IN BED ADHESIVE AND

ANCHORED TO BLOCKING WITH

STAINLESS STEEL FASTENERS

5/4" TREATED

TRIM ~ PT

TREATED WD

BLOCKING

5/4" TREATED WD

TRIM BEYOND ~ PT

PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS

PANEL, ANCHORED WITH

STAINLESS STEEL

FASTENERS TO VERTICAL

FURRING STRIP

INSTALL 1x2 TREATED (VERTICAL)

FURRING STRIPS AT 12" O.C. COAT

STRIPS WITH LIQUID WEATHER

BARRIER, ALIGN STRIPS WITH

PANEL JOINTS OF WALL FINISH

CONTINUOUS WRAP OF FURRING

STRIPS WITH METAL "BUG"

SCREENING, CONTINUOUS ALONG

VENTED EDGE, DO NOT PAINT

SEALANT

T O

P O

F B

L O

C K

EXISTING WALL AND

FLOOR FINISH TO

REMAIN, EXISTING

WD STUD WALL

CONSTRUCTION TO

REMAIN

INSTALL NEW BATT INSULATION

BETWEEN EXISTING STUDS FROM

FLOOR TO STRUCTURE ABOVE

FULL DEPTH OF STUD CAVITY

INSTALL 1-1/2"

INSULATED ZIP PANEL

WITH TAPED WEATHER

PROOF JOINTS

1 1/2"

EXISTING FLOOR

EXTERIOR MASONRY

WALL TO REMAIN

1" MAX.

AIR GAP

1/2" MIN.

HOLD 1-1/2" ZIP PANEL

OFF TOP OF EXISTING

MASONRY WALL 1/2" ~

INSTALL 1/2" BACKER

ROD AND SEALANT

PRE-FINISHED FLASHING

SET IN BED OF SEALANT ~

ANCHOR WITH STAINLESS

STEEL FASTENERS WITH

NEOPRENE WASHERS

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

TO 8" ABOVE MASONRY BELOW

2 3/8"

PROVIDE AIR GAP BETWEEN

FLASHING AND TRIM

3 3/4"

SEALANT

TOP OF

EXTERIOR

MASONRY

WALL

2x4 TREATED WD TRIM SET IN BED OF SEALANT AND

ANCHORED TO EXISTING MASONRY WALL, WITH

COUNTERBORE STAINLESS STEEL FASTENERS AND

WASHERS, PLUG BORE WITH LIKE MATERIAL AND

SAND SMOOTH. ~ PT ~ ALIGN ANCHOR WITH

EXISTING MORTAR JOINT LOCATIONS AT MASONRY

WALL, DO NOT ANCHOR INTO HISTORIC MASONRY

UPPER LEVEL

109' - 4 1/2"

T O

P O

F B

L O

C K

1 1/2"

2 3/8"

3 3/4"

REFER TO DETAIL 1/A4.0

FOR SIMILAR DETAIL

INFORMATION

PROVIDE AIR GAP BETWEEN

FLASHING AND TRIM

5/4" x6 WD SOFFIT TRIM SET IN BED OF

SEALANT AND ANCHORED TO EXISTING

SOFFIT STRUCTURE, WITH COUNTERBORE

STAINLESS STEEL FASTENERS AND

WASHERS, PLUG BORE WITH LIKE

MATERIAL AND SAND SMOOTH. ~ PT

2x4 TREATED WD TRIM SET IN BED

OF SEALANT AND ANCHORED TO

EXISTING MASONRY WALL, WITH

COUNTERBORE STAINLESS STEEL

FASTENERS AND WASHERS, PLUG

BORE WITH LIKE MATERIAL AND

SAND SMOOTH. ~ PT ~ ALIGN

ANCHOR WITH EXISTING MORTAR

JOINT LOCATIONS AT MASONRY

WALL, DO NOT ANCHOR INTO

HISTORIC MASONRY

SEALANT (BETWEEN

FLASHING AND SOFFIT TRIM)

(1) LAYER OF SELF-ADHERED

WEATHER PROOF MEMBRANE

TO 6" MIN. EA. WAY FROM

SOFFIT EDGE

PRE-FINISHED

"STUCCO PATTERN"

CEMENTITIOUS

PANEL, ANCHORED

WITH STAINLESS

STEEL FASTENERS

TO VERTICAL

FURRING STRIP

EXISTING STUD WALL

TO REMAIN

EXISTING FLOOR AND

STRUCTURE TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

PROVIDE AND INSTALL

1/2" BACKER ROD AND

SEALANT

PROVIDE AND INSTALL

BATT INSULATION

BETWEEN EXISTING

JOIST AT FLOOR

OVERHANG, FULL

DEPTH OF JOIST

SCALE OF INCH

606 3

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

SCALE: A

:5 2:

M B

-5

N P

S P

G ra nd M ar ai s/

G ra nd M ar ai s

H ar bo r of R ef ug e v2 0-

rv t

A4.0

GRAND MARAIS HARBOR OF REFUGE

PICTURED ROCKS NATIONAL LAKESHORE

80063

239303

DAM

KC / EH

02/21/2022 13 24

WALL SECTION

DETAILS

SCALEA4.0

TYPICAL SECTION AT NEW WALL FINISH / MASONRY

TRANSITION1

NOTE:

DO NOT SCALE FROM DETAIL, AS SOME

MATERIALS MAY BE DRAWN IN A MANNER TO

ALLOW FOR GRAPHIC CLARITY.

SCALEA4.0

SECTION DETAL AT 2ND FLOOR ROOM OVERHANG2

0' - 11"

1x2 (HORIZONTAL)

TREATED FURRING

STRIP AT 12' O.C. (PAINT

BLACK) ~ ALIGN WITH

NEW VERTICAL FURRING

ON EXISTING WALL

CONTINUOUS WRAP OF

FURRING STRIPS WITH

METAL "BUG" SCREENING,

CONTINUOUS ALONG

VENTED EDGE, DO NOT

PAINT

1x6 T&G WD PLANKS

BETWEEN OUTRIGGERS

INSTALL 5" HARD WOOD

CROWN MOLDING WITH

TREATED WD BLOCKING

BACK UP ~ PT

PROVIDE ROOF ADHESIVE AT

EDGE OF ROOF AT ENTIRE

PERIMETER OF ROOF

INSTALL ADHERED

MEMBRANE CAP TO

EXTEND OVER

FLASHING AND ON TO

ROOF 12" MIN.

V.I.F.

0' - 3"

3/4"

PRE-FINISHED FLASHING SET

IN BED OF SEALANT ~

ANCHOR WITH PRE-FINISHED

CLEAT AND STAINLESS STEEL

FASTENERS WITH NEOPRENE

WASHERS

2x12 TREATED FASCIA, ANCHOR TO OUTRIGGER ~ PT

(BASE) LAYER OF ADHERED

HIGH TEMPERATURE

WEATHER PROOF ROOF

MEMBRANE, ~ WRAP ROOF

EDGE BACK TO WD FASCIA

EXISTING ROOF

STRUCTURE TO REMAIN,

RE: STRUCTURAL FOR

ADDITIONAL

INFORMATION

EXISTING WALL AND

CEILING FINISH TO REMAIN,

EXISTING WD STUD WALL

CONSTRUCTION TO REMAIN

INSTALL NEW BATT

INSULATION BETWEEN

EXISTING STUDS FROM

FLOOR TO STRUCTURE

ABOVE FULL DEPTH OF

STUD CAVITY

INSTALL 1-1/2" INSULATED

ZIP PANEL WITH TAPED

WEATHER PROOF JOINTS

1 1/2"

INSTALL 1x2 TREATED (VERTICAL) FURRING

STRIPS AT 12" O.C. COAT STRIPS WITH LIQUID

WEATHER BARRIER, ALIGN STRIPS WITH

PANEL JOINTS OF WALL FINISH

PRE-FINISHED "STUCCO PATTERN" CEMENTITIOUS

PANEL, ANCHORED WITH STAINLESS STEEL

FASTENERS TO VERTICAL FURRING STRIP

5/4"x6" WD ACCENT TRIM

SEALANT

INSTALL NEW 15/32"

PLYWD SHEATHING

OVER EXISTING ROOF,

RE: STRUCTURE

METAL ROOFING FINISH

OVER ADHERED ROOF

MEMBRANE

2x6 OUTRIGGER, RE: STRUCTURAL

PROVIDE WEATHER

TIGHT TAPED JOINT

INSTALL TREATED 5" HARD

WOOD CROWN MOLDING

WITH TREATED WD

BLOCKING BACK UP ~ PT

INSTALL NEW BATT

INSULATION BETWEEN

EXISTING ROOF JOIST FULL

DEPTH OF JOIST CAVITY

2x8 WD ACCENT TRIM

3/4" CDX PLYWD

SHEATHING, RE:

STRUCTURAL

SIMPSON MTL STRAP

FASTEN TO RAFTERS

AND 2x6 OUTRIGGER RE:

STRUCTURE

EXISTING WALL AND

CEILING FINISH TO REMAIN,

EXISTING WD STUD WALL

CONSTRUCTION TO REMAIN

INSTALL NEW BATT

INSULATION BETWEEN

EXISTING STUDS FROM

FLOOR TO STRUCTURE

ABOVE FULL DEPTH OF

STUD CAVITY

INSTALL 1-1/2"

INSULATED ZIP PANEL

WITH TAPED WEATHER

PROOF JOINTS

INSTALL 1x2 TREATED (VERTICAL)

FURRING STRIPS AT 12" O.C. COAT

STRIPS WITH LIQUID WEATHER

BARRIER, ALIGN STRIPS WITH PANEL

JOINTS OF WALL FINISH

PRE-FINISHED "STUCCO

PATTERN" CEMENTITIOUS

PANEL, ANCHORED WITH

STAINLESS STEEL

FASTENERS TO VERTICAL

FURRING STRIP

5/4x6" TREATED WD ACCENT TRIM

SEALANT

2x8 OUTRIGGER, RE: STRUCTURAL

EDG

E O

F EXTERIO

R FACE O

F W

ALL STRUCTURE BELO

2' - 2 1/2" FRO

' - 7

2x8 TREATED WD

ACCENT TRIM

3/4"

1x2 TREATED FURRING STRIP AT 12' O.C. (PAINT BLACK) ~

ALIGN WITH ROOF OVERHANG AND ALIGN WITH NEW

VERTICAL FURRING ON EXISTING WALL

CONTINUOUS WRAP OF FURRING STRIPS WITH METAL "BUG"

SCREENING, CONTINUOUS ALONG VENTED EDGE, DO NOT PAINT

1x6 T&G WD PLANKS

BETWEEN OUTRIGGERS

PROVIDE ROOF ADHESIVE AT

1ST COURSE OF ROOFING AT

ENTIRE PERIMETER OF ROOF

PRE-FINISHED FLASHING SET

IN BED OF SEALANT ~

ANCHOR WITH PRE-FINISHED

CLEAT AND STAIDNESS STEEL

FASTENERS WITH NEOPRENE

WASHERS

(BASE) LAYER OF ADHERED HIGH

TEMPERATURE WEATHER PROOF

ROOF MEMBRANE, ~ WRAP ROOF

EDGE BACK TO WD FASCIA, EXTEND

UP ROOF (UNDER FLASHING) TO 16"

FROM ROOF EDGE

METAL ROOFING FINISH

OVER ADHERED ROOF

MEMBRANE

PROVIDE WEATHER

TIGHT TAPED JOINT

INSTALL 5" HARD WOOD

CROWN MOLDING WITH

TREATED WD BLOCKING

BACK UP ~ PT

(1) LAYER OF ADHERED HIGH

TEMPERATURE WEATHER PROOF

ROOF MEMBRANE, OVER ENTIRE

ROOF~ EXTEND OVER PRE-

FINISHED FLASHING

PROVIDE DOUBLE LAYER OF

ROOF FINISH AT 1ST

COURSE OF ROOFING FINISH

1 3/4"

INSTALL 5" HARD WOOD

CROWN MOLDING WITH

TREATED WD BLOCKING

BACK UP ~ PT

1 1/2"

INSTALL NEW 15/32"

PLYWD SHEATHING

OVER EXISTING ROOF,

RE: STRUCTURE

3/4" CDX PLYWD

SHEATHING, RE:

STRUCTURAL

REFER TO DETAIL 2/A4.1

FOR SIMILAR DETAIL

INFORMATION

INSTALL NEW

15/32" PLYWD

SHEATHING

OVER EXISTING

ROOF, RE:

STRUCTURE

3/4" CDX

PLYWD

SHEATHING,

RE:

STRUCTURAL

INSTALL PRE-FINISHED

GUTTER HANGER AT

EACH OUTRIGGER

LOCATION ~ ANCHORED

WITH STAINLESS STEEL

FASTENERS

6" DIA. HALF

ROUND

GUTTER

4" DIA. FLUTED

DOWN SPOUT

BEYOND

SNOW SLIDE PROTECT,

RE: ROOF PLAN FOR

LOCATIONS ~ ALIGN

WITH EXISTING ROOF

JOIST

REFER TO DETAIL 2/A4.1

FOR SIMILAR DETAIL

INFORMATION

SCALE OF INCH

606 3

TITLE OF SHEETSUB SHEET…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 28, 2022.