B08_Section_J_Attachment_2_Drawings_06-27-22_1.pdf

Project Manager Date

QUALITY DESIGN CERTIFICATION

OR

OR

Development (Title I)

Prepared in Accordance with Design by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Drawing No.

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES -

PRIME / ARCH / MEP:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CONSTRUCTION DOCUMENTS

PMIS/PKG NO. BISC

/2

/2

:1

:0

P M

ROOF REPLACEMENT AND PAVILION

STRUCTURE

BOCA CHITA KEY

BISCAYNE NATIONAL PARK

SOUTHEAST MONROE FLORIDA

1 28

166033

251091

BISCAYNE NATIONAL PARK

140P2019D0008

STRUCTURAL:

PES STRUCTURAL

ENGINEERS

ATLANTA, GEORGIA

DENVER SERVICE CENTER

251091

140P2019D0008

SCALE OF KILOMETERS

SCALE OF MILES

0 1

2 3

SCALE OF NAUTICAL MILES

11 0 2 3

SCALE OF MILES

10 0 10 20

ORNAMENTAL LIGHTHOUSE

INFORMATION CENTER

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

RESTROOMS

PICNIC AREA

INTERCOASTAL WATERWAY

PARK BOUNDARY

LEGEND

CREEK

TRAIL

COUNTY LINE

HQ.

V.C.

BILL BAGGS CAPE

FLORIDA STATE PARK

BREWSTER

H A

W K

C H

A N

N E

L

PARK (DADE COUNTY)

TURKEY POINT

POWER PLANT

KEY WEST

TO

MARINE

SANCTUARY

V.C.

SWAN KEY

JOHN PENNEKAMP

CORAL REEF

STATE PARK

KEY

DADE COUNTY

MONROE COUNTY

CARD

SOUND

KEY LARGO

MANGROVE

POINT

TURKEY

POINT

COOLING

CANALS

ARSENICKER

KEYS

TOTTEN

ATLANTIC

OCEAN

KEY LARGO

NATIONAL

KEY

RHODES

OLD REEF

PACIFIC

KEYCOVE

ADAMS KEY

SANDWICH ELLIOTT

AJAX

REEF

LONG

REEF

DRIVE

HQ.

CONVOY POINT

HOMESTEAD BAYFRONT

BLACK POINT PARK

(DADE COUNTY)

E X

T E

N S

IO

N

SO

U

TH

D

A D

E

NORTH CANAL DRIVE

(SW 328 STREET)

HOMESTEAD

TO

H O

M E S

TE

A D

FL

O

R

ID

A 'S

LEISURE

CITY

T U

R N

P

IK

E

DIX

IE

H

IG

HW

AY

COCONUT PALM

ELLIOTT KEY

IN

T

E R

C O

A S

T A

L W

A T

E R

W A

Y

FENDER

POINT

BISCAYNE

BAY

BLACK

POINT

O

LD

CUTLE

R

SANDS KEY

REEF

BOCA CHITA

KEY

TRIUMPH

RAGGED KEYS REEF

STAR

KEY

SOLDIER

REEF

MATHESON

HAMMOCK PARK

(DADE COUNTY)

874 E

XP

W Y.

CORAL REEF DR.

R D

KENDALL

CUTLER POWER PLANT

CHICKEN

KEY

C U

T

LE

R

O

LD

826 R D

.MIAMI

TO

OCEAN

ATLANTIC

BISCAYNE

KEY

EVERGLADES

NATIONAL

PARK

L E

E C

O

PARK

ATLANTIC

FLORIDA BAY

KEY LARGO

OCEAN

FORT LAUDERDALE

NORTH MIAMI BEACH

H E

N D

R Y

C O

PRINSTON

HOMESTEAD

BROWARD CO.

DADE CO.

PALM BEACH CO.

KENDALL

FLORIDA CITY

C O

L L

IE

R C

O

MONROE CO.

BIG CYPRESS

NATIONAL

PRESERVE

MIAMI

BISCAYNE

NATIONAL

HOLLYWOOD

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

STRUCTURAL

20 S001 GENERAL NOTES

21 S111 PAVILION ROOF REBUILD

22 S121 BARN CHIMNEY SHORING

23 S501 FRAMING SECTIONS & DETAILS

ELECTRICAL

24 E001 ELECTRICAL LEGEND

25 E101 POWER FLOOR PLAN - BARN

26 E102 ROOF PLANS - BARN

27 E501 ELECTRICAL RISER

28 E701 ELECTRICAL DETAILS

Grand total: 28

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 CS COVER SHEET

2 G001 GENERAL INFORMATION

ARCHITECTURAL SITE

3 AS101 ARCHITECTURAL SITE PLAN

ARCHITECTURAL DEMOLITION

4 AD111 DEMOLITION FLOOR PLAN - BARN

5 AD115 DEMOLITION ROOF PLAN - BARN

6 AD125 DEMOLITION ROOF PLAN - PAVILION

7 AD135 DEMOLITION ROOF PLAN AND ELEVATIONS - CHAPEL

8 AD211 DEMOLITION ELEVATIONS - BARN

9 AD212 DEMOLITION ELEVATIONS - BARN

10 AD221 DEMOLITION ELEVATIONS - PAVILION

ARCHITECTURAL

11 A111 FLOOR PLAN - BARN

12 A115 ROOF PLAN - BARN

13 A125 ROOF PLAN - PAVILION

14 A135 ROOF PLAN AND EXTERIOR ELEVATION - CHAPEL

15 A211 EXTERIOR ELEVATIONS - BARN

16 A212 EXTERIOR ELEVATIONS - BARN

17 A221 EXTERIOR ELEVATION - PAVILION

18 A301 BUILDING SECTIONS

19 A351 SECTION DETAILS

THIS PROJECT

MATCH LINE MARK

KEYNOTE

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION NUMBER

COLUMN LINE NUMBER

ROOM NUMBER AND LEVEL

SHEET NO. (WHERE SHOWN)

PARTITION TYPE

DOOR NUMBER

ELEVATION MARKS

WINDOW TYPE

GRID LINE

W1

A1

A101

A1

A101 A1

A101

LEGENDS & SYMBOLS:

SECTION NUMBER

A101

A1

A*

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

A101 A1

WALL SECTION

SHEET NO. (WHERE SHOWN)

COLUMN GRID

A101 A1

CENTER LINE

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF

CONSTRUCTION OUTLINED ON G001. IN THE EVENT OF A

CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL

GOVERN AND BE MET.

3. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

4. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT

SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS,

EVEN THOUGH NOT SPECIFICALLY MARKED ON THE

DRAWINGS.

5. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION

ENVIRONMENT IS MAINTAINED IN SUCH A WAY TO

INHIBIT MOLD AND MILDEW GROWTH.

6. CONTRACTOR SHALL REMOVE PROMPTLY AND LEGALLY

ALL ACCUMULATED DEBRIS OUTSIDE OF PARK

BOUNDARIES, PROTECT ALL EXPOSED PORTIONS OF

WORK FROM ELEMENTS, AVOID OVERLOADING

STRUCTURE, AND SECURELY STORE ALL ITEMS TO BE

USED FOR CONSTRUCTION.

7. CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC

AND ADJACENT PROPERTIES FROM DAMAGE

THROUGHOUT CONSTRUCTION.

9. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION

PRACTICE.

10. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS OR SPECIFICATIONS

WITHOUT FIRST SECURING WRITTEN PERMISSION FROM

THE CONTRACTING OFFICER.

11. WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR

SPECIFICATIONS, REQUEST WRITTEN INTERPRETATION

FROM THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

12. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

NECESSARY PARTS AND MATERIALS REQUIRED FOR A

COMPLETE INSTALLATION / SYSTEM SHALL BE

INSTALLED ACCORDING TO THE MANUFACTURERS

INSTRUCTIONS.

13. UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS,

PLUMBING LINES, ETC., SHALL BE RUN CONCEALED AND

FRAMING SHALL BE ADEQUATE SIZE TO ACCOMPLISH

RESULT WITHOUT CAUSING ANY CHANGES IN THE WALL

PLANE.

14. COORDINATE WITH ALL TRADES THE LOCATIONS OF

SLEEVES OR OTHER PRESET ACCESSORIES INVOLVING

OTHER TRADES.

15. THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION.

16. GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR COMPLETION OF ALL WORK SHOWN

OR REASONABLY IMPLIED BY THESE DRAWINGS AND /

OR SPECIFICATIONS.

17. DETAILS TAKE PRECEDENCE OVER PLANS AND

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

18. MANUFACTURERS AND MODELS REFLECTED ON

DRAWINGS ARE DESIGN BASIS ONLY UNLESS

SPECIFICALLY NOTED AS “SOLE SOURCE”. FOR ITEMS

NOT LABELED AS “SOLE SOURCE”, EQUIVALENT

PRODUCT SUBSTITUTIONS ARE PERMITTED PROVIDED

THEY OFFER THE SAME OR BETTER PERFORMANCE AND

ARE APPROVED BY THE CONTRACTING OFFICER

THROUGH FORMAL SUBMITTAL PROCESS.

19. THE CONTRACTOR SHALL FURNISH COPIES OF PERMITS,

INSPECTIONS, AND CERTIFICATES TO CONTRACTING

OFFICER AS REQUESTED ALONG WITH FIRST

APPLICATION FOR PAYMENT.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO

THE COMMENCEMENT OF ANY WORK.

21. THE CONTRACTOR SHALL PROVIDE ALL CERTIFICATES

OF OCCUPANCY, PERMITS AND CLOSE OUT DOCUMENTS

TO CONTRACTING OFFICER UPON COMPLETION OF

PROJECT.

22. ANY ITEMS NOT BEING DEMOLISHED ARE TO BE

PROTECTED DURING CONSTRUCTION. IF DAMAGED OR

DESTROYED, REPLACE OR REPAIR DAMAGED OR

DESTROYED ITEMS WITH APPROVED ITEMS AT NO

EXPENSE TO THE NATIONAL PARK SERVICE.

23. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK SERVICE

THROUGH EXISTING DRAWINGS AND ON-SITE

OBSERVATION. VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING WORK. IF

EXISTING CONDITIONS ARE NOT AS DEPICTED OR

ANTICIPATED, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY UPON DISCOVERY AND DO NOT PROCEED

WITHOUT APPROVAL. IF CONTRACTOR PROCEEDS

WITHOUT APPROVAL, THE CONTRACTOR ACCEPTS FULL

LIABILITY FOR THAT PORTION OF CONSTRUCTION.

A

A/E ARCHITECT/ENGINEER

ABV ABOVE

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT (URAL)

AUTO AUTOMATIC

AVG AVERAGE

& AND

@ AT

B

BLDG BUILDING

BD BOARD

B.O. BOTTOM OFF

C

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS(ATION)

COR CONTRACTING OFFICER

REPRESENTATIVE

D

DBL DOUBLE

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIV DIVISION

DN DOWN

DSC DENVER SERVICE CENTER

DTL DETAIL

DWG DRAWING

E

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXPS EXPOSE(D)

EXT EXTERIOR

F

FAB FABRICATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR

ELEVATION

FFL FINISHED FLOOR LINE

FIN FINISH

FLR FLOOR(ING)

FRP FIBER REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS

GYP GYPSUM

H

H HIGH

HC HANDICAP

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

I

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

L

LAV LAVATORY

L LONG

M

MAINT MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MISC MISCELLANEOUS

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MTD MOUNTED

MTL METAL

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O

OC ON CENTER

OPNG OPENING(S)

OPP OPPOSITE

OVHD OVERHEAD

P

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PMIS PROJECT MANAGEMENT

INFORMATION SYSTEM

PMIS NO PROJECT PMIS NUMBER

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

Q

QTY QUANTITY

R

R, RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCE (D) (ING)

REQD REQUIRED

REV REVISION

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

STL STEEL

STO STORAGE

SUSP SUSPENDED

T

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T.O. TOP OF

T & G TONGUE AND GROOVE

TYP TYPICAL

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W WIDTH

WD WOOD

W/O WITHOUT

WTRPRF WATERPROOFING

ABBREVIATIONS:

DEFINITIONS:

A. "ALIGN" MEANS (I.E.) WHERE A NEW PARTITION IS TO BE

BUILT TO ALIGN WITH ONE SIDE OF THE COLUMN, STUDS

SHALL ALIGN WITH THE COLUMN OR EXISTING

PARTITION SO THAT THE GYPSUM WALL BOARD WILL BE

CONTINUOUS ACROSS STUDS AND FINISHED FACE OF

COLUMN OR EXISTING PARTITION, AND JOINT SHALL BE

SMOOTH AND UNDETECTABLE.

B. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE.

C. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR

CONDITIONS, UNO.

D. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL

MEAN EQUAL OR BETTER PRODUCT AS APPROVED BY

THE CONTRACTING OFFICER.

APPLICABLE CODES:APPLICABLE CODES:

• INTERNATIONAL BUILDING CODE (IBC) 2021, WITH APPENDICES

• NFPA 101 (LIFE SAFETY CODE) – USE WHEN IBC IS SILENT

• INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021,

WITH APPENDICES

• ABAAS (ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS)

• IECC 2018 (INTERNATIONAL ENERGY CONSERVATION CODE)

• IMC 2018 (INTERNATIONAL MECHANICAL CODE)

• NATIONAL HISTORIC PRESERVATION ACT, 1966 AS

AMENDED

• SECRETARY OF INTERIOR STANDARDS FOR REHABILITATION,

CODIFIED 36 CFR 67

• SECRETARY OF THE INTERIOR STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES

• FEMA WIND SPEED-UP MAPS

• FLORIDA BUILDING CODE (USED ONLY AS GUIDELINE FOR

IMPACT RATED HURRICANE PRODUCTS)

• MIAMI-DADE APPROVAL (USED ONLY AS A GUIDELINE FOR

IMPACT RATED HURRICANE PRODUCTS)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

GENERAL INFORMATION

G001

C.BAXTER

J.RYAN

J.MORGAN

2 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SEE INDIVIDUAL SHEETS FOR APPLICATION

MASTER KEY: ARCHITECTURAL DEMOLITION KEYNOTES

TAG # TAG DESCRIPTION

D1 STORAGE RACK LOCATED IN FRONT OF THE CHIMNEY TO BE TEMPORARILY

MOVED 15' - 20' TO PLAN LEFT BY THE PARK PRIOR TO ANY CHIMNEY SHORING

WORK AND WORK OCCURRING ON ROOF. STORAGE RACK TO BE MOVED BACK

BY THE PARK ONCE PROJECT IS COMPLETE. COORDINATE WITH PARK. SEE A111

FOR CHIMNEY SHORING INFORMATION.

D2 REMOVAL OF ELECTRICAL ITEMS. SEE ELECTRICAL DRAWINGS.

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT DOWN TO

WOOD ROOF DECK.

D4 REMOVE AND REPLACE DAMAGED WOOD ROOF DECKING (MAX. QUANTITY 480

SF). CONTRACTOR TO DOCUMENT AMOUNT OF DECKING REPLACED AND TO

COORDINATE WITH THE CO AND THE PARK. NOTIFY CO OF QUANTITIES OVER

480 SF.

D5 REMOVE ALL EXISTING SOLAR PANELS AND SUPPORTING STRUCTURE BACK TO

DECK. SEE ELECTRICAL DRAWINGS.

D6 REMOVE EXISTING FLASHING AROUND CHIMNEYS AND PREP FOR NEW.

EXISTING CHIMNEYS TO REMAIN. CHIMNEY TO BE SHORED UP FROM BELOW

PRIOR TO ANY ROOF WORK. SEE A111 FOR CHIMNEY SHORING INFORMATION.

D7 REMOVE EXISTING LIGHTNING PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

D8 REMOVE EXISTING GUTTERS AND DOWNSPOUTS. SEE DETAIL 2/AD115 FOR

ADDITIONAL INFORMATION.

D9 REMOVE EXISTING TONGUE AND GROOVE WOOD DECKING AND WOOD FRAMING

SYSTEM. SEE STRUCTURAL DRAWINGS.

D10 REMOVE EXISTING WOOD RAFTERS. SEE STRUCTURAL DRAWINGS.

D11 REMOVE EXISTING WOOD TRIM. SEE DETAIL 3/AD125.

D12 REMOVE EXISTING METAL ROD. SEE DETAIL 3/AD125.

D13 REMOVE ROOF-MOUNTED FLAG LIGHT

D14 HISTORIC METAL RIDGE CAP TO BE SALVAGED IN ORDER TO BE DUPLICATED

SEE INDIVIDUAL SHEETS FOR APPLICATION

MASTER KEY: ARCHITECTURAL NEW WORK KEYNOTES

TAG # TAG DESCRIPTION

1 IN BUILDING INTERIOR, SHORE UP CHIMNEY SLAB PRIOR TO ANY WORK

OCCURRING ON ROOF. SEE S121 FOR ADDITIONAL INFORMATION. SHOP

DRAWINGS TO BE SUBMITTED FOR REVIEW PRIOR TO CONTRACTOR

INSTALLATION.

2 NEW ELECTRICAL WORK. SEE ELECTRICAL DRAWINGS

3 NEW CORRUGATED METAL ROOF OVER NEW UNDERLAYMENT.

4 NEW CONCRETE TILE ROOF ON (2) NEW LAYERS OF UNDERLAYMENT OVER NEW

1/2" PLYWOOD SHEATHING. WHERE FIELD CUT TILES ARE USED AT THE RIDGE,

ATTACH THE CUT TILE AND FULL TILE EACH SIDE OF TOP RIDGE COURSE TO

THE UNDERLAYMENT WITH MANUFACTURER APPROVED MORTAR AND

MANUFACTURER APPROVED ADHESIVE AT THE TILE OVERLAPS.

5 NEW SOLAR PANEL SYSTEM TO BE SUPPORTED BY BRACKETS CONNECTED TO

ROOF STRUCTURAL MEMBERS. SEE ELECTRICAL DRAWINGS.

6 NEW ALUMINUM FLASHING AT ROOF TO EXISTING TO REMAIN STONE CHIMNEYS.

USE ROOFING CEMENT BEHIND FLASHING AND BEAD FLASHING AT TOP EDGE.

FLASHING TO MATCH EXISTING, HISTORICAL PATTERN.

7 NEW LIGHTNING PROTECTION SYSTEM. SEE ELECTRICAL DRAWINGS.

8 NEW 6" HALF-ROUND ALUMINUM GUTTER AND 4" ROUND ALUMINUM

DOWNSPOUT SYSTEM THAT TIE INTO EXISTING WATER TANK SYSTEM.

TRANSITION TO PVC DOWNSPOUTS INSIDE BUILDING. SEE DETAIL 5/A351.

9 NEW T&G WOOD ROOF DECK. SEE STRUCTURAL DRAWINGS.

10 NEW WOOD ROOF RAFTERS. SEE STRUCTURAL DRAWINGS.

11 NEW DECORATIVE WOOD TRIM TO MATCH EXISTING HISTORIC PROFILE AND

FINISH. SEE DETAILS. COORDINATE WITH THE PARK AND THE CO.

12 NEW METAL ROD TO MATCH EXISTING ELEMENTS AND COLOR. COORDINATE

WITH THE PARK AND THE CO.

13 NEW ASPHALT SHINGLE ROOF AND UNDERLAYMENT ON EXISTING WOOD ROOF

DECK

14 NEW METAL RIDGE CAP TO MATCH HISTORIC METAL RIDGE CAP.

RESTROOM

(NIC)

CHAPEL

BOCA CHITA

LIGHTHOUSE (NIC)

HARBOR

EXISTING FLAGPOLE (NIC)

PAVILION

GENERATOR BUILDING

AND CISTERN (NIC)

CAMPING AREA

(NIC)

ATLANTIC

OCEAN

BISCAYNE

BAY

BARN

EXISTING STONE WALL (NIC)

* DO NOT DISTURB WALL.

EXISTING LOADING/ BOAT/ BARGE/

LANDING CRAFT RAMP (NIC)

*DO NOT USE FOR THIS PROJECT

STAGING AREA APPROX. LOCATION

FOR 50' X 75' TEMPORARY WORK

FENCING WITH GATE. CONFIRM

LAYOUT WITH THE CO PRIOR TO

BEGINNING CONSTRUCTION.

LOCATION FOR CONTAINERS FOR

SUPPLY / EQUIPMENT ON PLYWOOD

WITHIN TEMPORARY FENCED AREA.

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

INDICATES PATHS OF TRAVEL ON ISLAND.

ALL TRANSPORT ON ISLAND NEEDS TO

OCCUR ON THESE PATHWAYS. COORDINATE

WITH THE PARK AND THE CO.

BARGE / BOAT MOORING

AREA. COORDINATE WITH

THE PARK AND THE CO.

TEMPORARY WORK

FENCING WITH GATE.

TEMPORARY WORK

FENCING WITH GATE.

TEMPORARY WORK

FENCING WITH GATE.

A. SITE PLAN IS PROVIDED FOR CONTEXT ONLY. THERE ARE NO

PLANNED UPGRADES TO UTILITY INFRASTRUCTURE SYSTEMS FOR

THIS PROJECT.

B. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

CONDITIONS TO REMAIN. DAMAGE SHALL BE RESTORED TO MATCH

EXISTING OR BETTER.

C. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO

EXISTING LANDSCAPING AND HARDSCAPE/SOFTSCAPE ONCE

PROJECT IS COMPLETE. COORDINATE WITH THE CONTRACTING

OFFICER AND THE PARK TO IDENTIFY LANDSCAPE CONDITIONS TO

BE RESTORED.

D. SITE IS REMOTE, ACCESS TO THE SITE IS BY BOAT.

E. CONTRACTOR TO PROTECT ALL EXISTING CONCRETE SIDEWALKS,

CONCRETE PADS, AND SOIL SURFACE WITHIN BOTH THE LIMITS OF

WORK AND ALONG CONTRACTOR TRAVEL PATH. CONTRACTOR TO

ACHIEVE THIS BY PLACING 1" PLYWOOD PANELS ON A MINIMUM OF 3

INCHES OF SAND ABOVE EACH CONCRETE SIDEWALK AND PAD, AS

WELL AS A MINIMUM OF 18 INCHES BEYOND EDGE OF EACH

SIDEWALK AND PAD. TO BE RESTORED TO EXISTING OR BETTER

CONDITIONS ONCE PROJECT IS COMPLETE. COORDINATE WITH THE

CONTRACTING OFFICER AND THE PARK.

F. COORDINATE WITH PARK FOR FINAL APPROVED CONSTRUCTION

STAGING/STORAGE, ROUTING AND FENCE AREAS.

G. CONTRACTOR TO PROVIDE SIGNAGE NO MORE THAN 10 FEET APART

ON FENCING THAT STATES IN BOTH ENGLISH AND SPANISH:

"DANGER: CONSTRUCTION AREA, KEEP OUT." THIS SIGNAGE SHOULD

ALSO OCCUR AT THE STAGING AREA. COORDINATE WITH PARK.

H. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

I. SEE SPEC'S FOR ADDITIONAL REQUIREMENTS.

GENERAL SITE NOTES:

T

Y P

6'-0" TYP

CONCRETE BASE IN MOVEABLE

5-GALLON CONTAINERS FOR

SUPPORTING POSTS

GALVANIZED STEEL POST

GALVANIZED STEEL CHAIN-LINK

FENCE WITH PRIVACY SCREENING

SECURE DOWN TO GRADE

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

ARCHITECTURAL SITE PLAN

AS101

C.BAXTER

J.RYAN

J.MORGAN

3 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

NOT TO SCALEAS101

1 ARCHITECTURAL SITE PLAN

NOT TO SCALEAS101

2 TEMPORARY WORK FENCE DETAIL

AD212

AD212

AD211

AD211

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB

D1

D2

EXISTING

WATER TANKS

EXISTING GRAVEL

EXISTING

CHIMNEY

ABOVE

EXISTING

CHIMNEY ABOVE

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION FLOOR PLAN -

BARNAD111

C.BAXTER

J.RYAN

J.MORGAN

4 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

AD111

1 DEMOLITION - BARN FLOOR PLAN

SCALE OF FEET

B L D

G

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION BARN FLOOR PLAN KEYNOTES

TAG # TAG DESCRIPTION

D1 STORAGE RACK LOCATED IN FRONT OF THE CHIMNEY TO BE

TEMPORARILY MOVED 15' - 20' TO PLAN LEFT BY THE PARK PRIOR

TO ANY CHIMNEY SHORING WORK AND WORK OCCURRING ON

ROOF. STORAGE RACK TO BE MOVED BACK BY THE PARK ONCE

PROJECT IS COMPLETE. COORDINATE WITH PARK. SEE A111 FOR

CHIMNEY SHORING INFORMATION.

D2 REMOVAL OF ELECTRICAL ITEMS. SEE ELECTRICAL DRAWINGS.

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

AD212

AD212

AD211

AD211

D3

D4

D5

D6

D7

D8

D5

D5

D5

D5

D5 D6

TYP

AD115

LINE OF FACE OF EXISTING

STONE WALL BELOW

EXISTING ROOF DECKING TO REMAIN.

SEE KEYNOTE D4.

EXISTING ROOF FRAMING TO REMAIN

REMOVE EXISTING GUTTERS

REMOVE DOWNSPOUT TO INSIDE

BUILDING AND CAP INTERIOR PIPE

UNTIL NEW WORK. PROVIDE

TEMPORARY COVER OVER EXISTING

WINDOW AND PLEXIGLASS OPENING

TO REMAIN UNTIL NEW WORK.

REMOVEEXIST

REMOVE EXISTING ASPHALT SHINGLE ROOF.

SEE KEYNOTE D3.

EXISTING ROOF FRAMING TO REMAIN

EXISTING EXTERIOR WALL

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ROOF PLAN -

BARNAD115

C.BAXTER

J.RYAN

J.MORGAN

5 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE

SCALE OF FEET

A

B L D

G

SCALE AAD115

1 DEMOLITION - BARN ROOF PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION ROOF PLAN KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D4 REMOVE AND REPLACE DAMAGED WOOD ROOF DECKING (MAX.

QUANTITY 480 SF). CONTRACTOR TO DOCUMENT AMOUNT OF

DECKING REPLACED AND TO COORDINATE WITH THE CO AND THE

PARK. NOTIFY CO OF QUANTITIES OVER 480 SF.

D5 REMOVE ALL EXISTING SOLAR PANELS AND SUPPORTING

STRUCTURE BACK TO DECK. SEE ELECTRICAL DRAWINGS.

D6 REMOVE EXISTING FLASHING AROUND CHIMNEYS AND PREP FOR

NEW. EXISTING CHIMNEYS TO REMAIN. CHIMNEY TO BE SHORED UP

FROM BELOW PRIOR TO ANY ROOF WORK. SEE A111 FOR CHIMNEY

SHORING INFORMATION.

D7 REMOVE EXISTING LIGHTNING PROTECTION SYSTEM. SEE

ELECTRICAL DRAWINGS.

D8 REMOVE EXISTING GUTTERS AND DOWNSPOUTS. SEE DETAIL

2/AD115 FOR ADDITIONAL INFORMATION.

SCALE BAD115

2 DEMOLITION - TYP EAVE / GUTTER DETAIL

SCALE

1 0 1 2

SCALE OF FEET

B

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

AD221

AD221

AD221

AD221

AD125

D3

D13

LINE OF EXISTING HISTORIC

COLUMNS BELOW (TYP)

D9

D10

EXISTING HISTORIC

COLUMNS TO REMAIN (TYP)

AD125

D9

D10

D11

D12

D12

D12

HISTORIC WOOD TRIM PROFILE

TO BE REMOVED. NEW WOOD

TRIM TO MATCH HISTORIC

PROFILE

REMOVE EXISTING TONGUE

AND GROOVE WOOD DECK

AND WOOD FRAMING SYSTEM.

SEE STRUCTURAL DRAWINGS.

REMOVE EXISTING ASPHALT

SHINGLE ROOF

EXISTING HISTORIC METAL

ROD TO BE REMOVED AND

SALVAGED IN ORDER TO

BE DUPLICATED

EXISTING HISTORIC

COLUMNS AND COLUMN

CAPITALS TO REMAIN

REMOVE WOOD TRIM. NEW

WOOD TRIM TO MATCH

HISTORIC PROFILE.

NOTE: WOOD STRUCTURE WITHIN THIS AREA TO BE

REVIEWED IN FIELD BY PARK AND THE CONTRACTING

OFFICER TO DETERMINE IF THERE IS ANY DAMAGE TO

STRUCTURAL MEMBERS. IF NO DAMAGE, TRIM WILL BE

REPLACED TO MATCH HISTORIC TRIM BOX OUT. IF DAMAGE,

CONTRACTING OFFICER TO DETERMINE NEXT STEPS.

CONNECTIONS UNKNOWN.

VERIFY IN FIELD

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ROOF PLAN -

PAVILIONAD125

C.BAXTER

J.RYAN

J.MORGAN

6 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE

SCALE OF FEET

A

B L D

G

SCALE AAD125

2 DEMOLITION - PAVILION ROOF PLAN

SCALE AAD125

1 DEMOLITION - PAVILION REFLECTED CEILING PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION ELEVATION KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D9 REMOVE EXISTING TONGUE AND GROOVE WOOD DECKING AND

WOOD FRAMING SYSTEM. SEE STRUCTURAL DRAWINGS.

D10 REMOVE EXISTING WOOD RAFTERS. SEE STRUCTURAL DRAWINGS.

D11 REMOVE EXISTING WOOD TRIM. SEE DETAIL 3/AD125.

D12 REMOVE EXISTING METAL ROD. SEE DETAIL 3/AD125.

D13 REMOVE ROOF-MOUNTED FLAG LIGHT

SCALE BAD125

3 DEMOLITION TYP EAVE DETAIL

SCALE

1 0 1 2

SCALE OF FEET

B

D3

D14

D3

D14

D3

D14

D3

D14

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

AD135

AD135

AD135

AD135

D3

EXISTING EXTERIOR

STONE STEP BELOW

EXISTING EXTERIOR

STONE STEP BELOW

EXISTING LOW

STONE WALL BELOW

LINE OF FACE OF EXISTING

STONE WALL BELOW

D14

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ROOF PLAN AND

ELEVATIONS - CHAPELAD135

C.BAXTER

J.RYAN

J.MORGAN

7 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

AD135

4 DEMOLITION - CHAPEL SOUTH ELEVATION

AD135

3 DEMOLITION - CHAPEL EAST ELEVATION

AD135

2 DEMOLITION - CHAPEL NORTH ELEVATION

AD135

5 DEMOLITION - CHAPEL WEST ELEVATION

SCALE OF FEET

AD135

1 DEMOLITION - CHAPEL ROOF PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION REFLECTED CEILING PLAN KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D14 HISTORIC METAL RIDGE CAP TO BE SALVAGED IN ORDER TO BE

DUPLICATED

B L D

G

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

D3

D6

D7D5

AD115

D5

D7

D6

D8

D3

D8 D8

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ELEVATIONS -

BARNAD211

C.BAXTER

J.RYAN

J.MORGAN

8 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE OF FEET

AD211

1 DEMOLITION - BARN NORTH ELEVATION

AD211

2 DEMOLITION - BARN SOUTH ELEVATION

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION ROOF PLAN KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D5 REMOVE ALL EXISTING SOLAR PANELS AND SUPPORTING

STRUCTURE BACK TO DECK. SEE ELECTRICAL DRAWINGS.

D6 REMOVE EXISTING FLASHING AROUND CHIMNEYS AND PREP FOR

NEW. EXISTING CHIMNEYS TO REMAIN. CHIMNEY TO BE SHORED UP

FROM BELOW PRIOR TO ANY ROOF WORK. SEE A111 FOR CHIMNEY

SHORING INFORMATION.

D7 REMOVE EXISTING LIGHTNING PROTECTION SYSTEM. SEE

ELECTRICAL DRAWINGS.

D8 REMOVE EXISTING GUTTERS AND DOWNSPOUTS. SEE DETAIL

2/AD115 FOR ADDITIONAL INFORMATION.

D8

D3

D5

D6

D7

D7

D6

D3

D8

D5

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ELEVATIONS -

BARNAD212

C.BAXTER

J.RYAN

J.MORGAN

9 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

AD212

1 DEMOLITION - BARN EAST ELEVATION

AD212

2 DEMOLITION - BARN WEST ELEVATION

SCALE OF FEET

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION ROOF PLAN KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D5 REMOVE ALL EXISTING SOLAR PANELS AND SUPPORTING

STRUCTURE BACK TO DECK. SEE ELECTRICAL DRAWINGS.

D6 REMOVE EXISTING FLASHING AROUND CHIMNEYS AND PREP FOR

NEW. EXISTING CHIMNEYS TO REMAIN. CHIMNEY TO BE SHORED UP

FROM BELOW PRIOR TO ANY ROOF WORK. SEE A111 FOR CHIMNEY

SHORING INFORMATION.

D7 REMOVE EXISTING LIGHTNING PROTECTION SYSTEM. SEE

ELECTRICAL DRAWINGS.

D8 REMOVE EXISTING GUTTERS AND DOWNSPOUTS. SEE DETAIL

2/AD115 FOR ADDITIONAL INFORMATION.

AD125

EXISTING PICNIC TABLES TO

BE MOVED TO PROTECTED

LOCATION DURING

CONSTRUCTION.

COORDINATE WITH CO.

EXISTING HISTORIC

COLUMNS AND COLUMN

CAPITALS TO REMAIN

EXISTING STEPS

TO REMAIN

D3

D11

D10D9

EXISTING PICNIC TABLES TO

BE MOVED TO PROTECTED

LOCATION DURING

CONSTRUCTION.

COORDINATE WITH CO.

AD125

D3

D13

D11

EXISTING HISTORIC

COLUMNS AND COLUMN

CAPITALS TO REMAIN

EXISTING STEPS

TO REMAIN

D10D9

EXISTING PICNIC TABLES TO

BE MOVED TO PROTECTED

LOCATION DURING

CONSTRUCTION.

COORDINATE WITH CO.

D3

D13

D11

AD125

EXISTING HISTORIC

COLUMNS AND COLUMN

CAPITALS TO REMAIN

EXISTING STEPS

TO REMAIN

D10D9

EXISTING PICNIC TABLES TO

BE MOVED TO PROTECTED

LOCATION DURING

CONSTRUCTION.

COORDINATE WITH CO.

AD125

EXISTING HISTORIC

COLUMNS AND COLUMN

CAPITALS TO REMAIN

EXISTING STEPS

TO REMAIN

D3

D13

D11

D9D10

GENERAL DEMOLITION NOTES:

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR USING

TEMPORARY PROTECTION THROUGHOUT THE PROJECT TO

SAFEGUARD THE SURFACE QUALITY OF FINISHES TO REMAIN.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK,

BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO

THE CO IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE

DEMOLITION WORK SHALL NOT JUSTIFY ANY ADDITIONAL COST.

C. ANY EXISTING ITEM TO REMAIN THAT IS DEMOLISHED OR DAMAGED

BY DEMOLITION SHALL BE REPLACED WITH AN EQUAL ITEM OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER AT NO COST

TO THE GOVERNMENT.

D. FURNISH, INSTALL, AND MAINTAIN IN SAFE CONDITIONS AT ALL

TIMES TEMPORARY PROTECTION REQUIRED TO ENSURE SAFETY

FOR PERSONS AND PROPERTY DURING DEMOLITION AND REMOVAL

WORK.

E. CLEAN JOB SITE DAILY BY REMOVING SCRAPS, DEBRIS, AND WASTE

MATERIALS OUTSIDE OF PARK BOUNDARIES.

F. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL

DEMOLITION

G. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE REPAIRED /

REPLACED WITH LIKE IN KIND OR BETTER MATERIALS AND

COMPLIES WITH THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES. COORDINATE WITH

THE PARK AND THE CONTRACTING OFFICER.

H. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR

SHALL STOP WORK AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER FOR DIRECTION.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

PARK AND THE CONTRACTING OFFICER.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:1

:0

P M

DEMOLITION ELEVATIONS -

PAVILIONAD221

C.BAXTER

J.RYAN

J.MORGAN

10 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

AD221

1 DEMOLITION - PAVILION NORTH ELEVATION

AD221

2 DEMOLITION - PAVILION EAST ELEVATION

AD221

3 DEMOLITION - PAVILION SOUTH ELEVATION

AD221

4 DEMOLITION - PAVILION WEST ELEVATION

SCALE OF FEET

SEE MASTER KEY ON G101 FOR COMPLETE LIST

DEMOLITION ELEVATION KEYNOTES

TAG # TAG DESCRIPTION

D3 REMOVE EXISTING ASPHALT SHINGLE ROOF AND UNDERLAYMENT

DOWN TO WOOD ROOF DECK.

D9 REMOVE EXISTING TONGUE AND GROOVE WOOD DECKING AND

WOOD FRAMING SYSTEM. SEE STRUCTURAL DRAWINGS.

D10 REMOVE EXISTING WOOD RAFTERS. SEE STRUCTURAL DRAWINGS.

D11 REMOVE EXISTING WOOD TRIM. SEE DETAIL 3/AD125.

D13 REMOVE ROOF-MOUNTED FLAG LIGHT

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

A301

A301

A212

A212

A211

A211

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB

EXISTING

WATER TANKS

EXISTING GRAVEL

EXISTING

CHIMNEY

ABOVE

EXISTING

CHIMNEY ABOVE

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:0

P M

FLOOR PLAN - BARN

A111

C.BAXTER

J.RYAN

J.MORGAN

11 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE OF FEET

B L D

G

A111

1 BARN FLOOR PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

FLOOR PLAN KEYNOTES

TAG # TAG DESCRIPTION

1 IN BUILDING INTERIOR, SHORE UP CHIMNEY SLAB PRIOR TO ANY

WORK OCCURRING ON ROOF. SEE S121 FOR ADDITIONAL

INFORMATION. SHOP DRAWINGS TO BE SUBMITTED FOR REVIEW

PRIOR TO CONTRACTOR INSTALLATION.

2 NEW ELECTRICAL WORK. SEE ELECTRICAL DRAWINGS

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

A301

A301

A212

A212

A211

A211

EXISTING CONCRETE SLAB BELOW

LINE OF FACE OF EXISTING

STONE WALL BELOW

/2

V

IF

/2

V

IF

V

IF

VIF

± 70' - 0"

S L O

P E

:1

S L O

P E

:1

EQEQEQEQ

/2

BARN ROOFING BASIS OF DESIGN:

NEW CORRUGATED ALUM. PANELS ON EXISTING / NEW PLYWOOD

DECKING.

MFR: PAC CLAD ALUMINUM

PRODUCT: 7/8" COATED CORRUGATED, 0.040 ALUM., 39.75" WIDE

PANELS

COLOR: ZINC

GUTTERS AND DOWNSPOUTS: TO MATCH ROOF COLOR. NOTE:

GUTTERS TO TRANSITION TO MATCH EXISTING PVC INSIDE

BUILDING.

HIP / RIDGE FLASHING: TO MATCH ROOF COLOR

CHIMNEY FLASHING: TO MATCH EXISTING COLOR. COORDINATE

WITH CO.

ALL OTHER FLASHING: TO MATCH ROOF COLOR

NOTE: GENERAL CONTRACTOR IS TO COORDINATE WITH THE CO

FOR FINAL COLORS PRIOR TO ORDERING.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:4

P M

ROOF PLAN - BARN

A115

C.BAXTER

J.RYAN

J.MORGAN

12 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

A115

1 BARN ROOF PLAN

SCALE OF FEET

B L D

G

SEE MASTER KEY ON G101 FOR COMPLETE LIST

ROOF PLAN KEYNOTES

TAG # TAG DESCRIPTION

3 NEW CORRUGATED METAL ROOF OVER NEW UNDERLAYMENT.

5 NEW SOLAR PANEL SYSTEM TO BE SUPPORTED BY BRACKETS

CONNECTED TO ROOF STRUCTURAL MEMBERS. SEE ELECTRICAL

DRAWINGS.

6 NEW ALUMINUM FLASHING AT ROOF TO EXISTING TO REMAIN

STONE CHIMNEYS. USE ROOFING CEMENT BEHIND FLASHING AND

BEAD FLASHING AT TOP EDGE. FLASHING TO MATCH EXISTING,

HISTORICAL PATTERN.

7 NEW LIGHTNING PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

8 NEW 6" HALF-ROUND ALUMINUM GUTTER AND 4" ROUND ALUMINUM

DOWNSPOUT SYSTEM THAT TIE INTO EXISTING WATER TANK

SYSTEM. TRANSITION TO PVC DOWNSPOUTS INSIDE BUILDING. SEE

DETAIL 5/A351.

A301

A301

A221

A221

A221

A221

LINE OF EXISTING HISTORIC

COLUMNS BELOW (TYP)

V

IF

VIF

± 16' - 5"

S L O

P E

/8

:1

S L O

P E

/8

:1

SLOPE

± 4 3/8:12

SLOPE

± 4 3/8:12

S L O

P E

/4

:1

S L O

P E

/4

:1

SLOPE

± 2 3/4:12

SLOPE

± 2 3/4:12

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

A301

A301

EXISTING HISTORIC

COLUMNS TO REMAIN (TYP)

PAVILION ROOFING BASIS OF DESIGN:

NEW CONCRETE TILE ON NEW T&G WOOD DECKING

MFR: BORAL

PRODUCT: BERMUDA SMOOTH, 10" X 16" PANEL

COLOR: BOCA WHITE

HIP / RIDGE: TO MATCH ROOF

EAVE DRIP EDGE FLASHING: TO MATCH PAINTED WOOD TRIM

EXPOSED METAL: PAINT TO MATCH SURROUNDING SURFACES

DECORATIVE WOOD TRIM: FINISH TO MATCH EXISTING HISTORIC

COLOR

RAFTERS: CYPRESS. SEE STRUCTURAL

T&G WOOD DECKING: CYPRESS. BOARD WIDTHS TO MATCH

EXISTING. SEE STRUCTURAL

NOTE: GENERAL CONTRACTOR IS TO COORDINATE WITH THE CO

FOR FINAL COLORS PRIOR TO ORDERING.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:4

P M

ROOF PLAN - PAVILION

A125

C.BAXTER

J.RYAN

J.MORGAN

13 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

A125

2 PAVILION ROOF PLAN

SCALE OF FEET

B L D

G

A125

1 PAVILION REFLECTED CEILING PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

ROOF PLAN KEYNOTES

TAG # TAG DESCRIPTION

4 NEW CONCRETE TILE ROOF ON (2) NEW LAYERS OF

UNDERLAYMENT OVER NEW 1/2" PLYWOOD SHEATHING. WHERE

FIELD CUT TILES ARE USED AT THE RIDGE, ATTACH THE CUT TILE

AND FULL TILE EACH SIDE OF TOP RIDGE COURSE TO THE

UNDERLAYMENT WITH MANUFACTURER APPROVED MORTAR AND

MANUFACTURER APPROVED ADHESIVE AT THE TILE OVERLAPS.

9 NEW T&G WOOD ROOF DECK. SEE STRUCTURAL DRAWINGS.

10 NEW WOOD ROOF RAFTERS. SEE STRUCTURAL DRAWINGS.

11 NEW DECORATIVE WOOD TRIM TO MATCH EXISTING HISTORIC

PROFILE AND FINISH. SEE DETAILS. COORDINATE WITH THE PARK

AND THE CO.

12 NEW METAL ROD TO MATCH EXISTING ELEMENTS AND COLOR.

COORDINATE WITH THE PARK AND THE CO.

A301

FFE

0'-0"

T/O CONC WALL

± 9'-11"

T/O ROOF

± 18'-2"

A301

A301

FFE

0'-0"

T/O CONC WALL

± 9'-11"

T/O ROOF

± 18'-2"

A301

A301

A135

A135

A135

A135

LINE OF FACE OF EXISTING

STONE WALL BELOW

EXISTING EXTERIOR

STONE STEP BELOW

EXISTING EXTERIOR

STONE STEP BELOW

EXISTING LOW

STONE WALL BELOW

S L O

P E

:1

S L O

P E

:1

CHAPEL ROOFING BASIS OF DESIGN:

NEW SHINGLES ON EXISTING T&G WOOD DECKING

MFR: OWENS CORNING

PRODUCT: SUPREME, AR 3 TAB, 12x36

NOA: 18-0215-01

COLOR: ASPEN GRAY

HIP / RIDGE FLASHING: TO MATCH EXISTING ORIGINAL METAL

RIDGE CAP. COORDINATE WITH CO.

FLASHING: TO MATCH ROOF COLOR

NOTE: GENERAL CONTRACTOR IS TO COORDINATE WITH THE CO

FOR FINAL COLORS PRIOR TO ORDERING.

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:4

P M

ROOF PLAN AND EXTERIOR

ELEVATION - CHAPELA135

C.BAXTER

J.RYAN

J.MORGAN

14 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE OF FEET

A135

2 CHAPEL NORTH EXTERIOR ELEVATION

A135

3 CHAPEL EAST EXTERIOR ELEVATION

A135

4 CHAPEL SOUTH EXTERIOR ELEVATION

A135

5 CHAPEL WEST EXTERIOR ELEVATION

A135

1 CHAPEL ROOF PLAN

SEE MASTER KEY ON G101 FOR COMPLETE LIST

REFLECTED CEILING PLAN KEYNOTES

TAG # TAG DESCRIPTION

13 NEW ASPHALT SHINGLE ROOF AND UNDERLAYMENT ON EXISTING

WOOD ROOF DECK

14 NEW METAL RIDGE CAP TO MATCH HISTORIC METAL RIDGE CAP.

B L D

A301

FFE

0'-0"

B/O STRUCTURE

± 9'-3 3/8

T/O ROOF

± 24'-2"

A301

A301

FFE

0'-0"

B/O STRUCTURE

± 9'-3 3/8

T/O ROOF

± 24'-2"

8 8

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

BARN ROOFING BASIS OF DESIGN:

NEW CORRUGATED ALUM. PANELS ON EXISTING / NEW PLYWOOD

DECKING.

MFR: PAC CLAD ALUMINUM

PRODUCT: 7/8" COATED CORRUGATED, 0.040 ALUM., 39.75" WIDE

PANELS

COLOR: ZINC

GUTTERS AND DOWNSPOUTS: TO MATCH ROOF COLOR. NOTE:

GUTTERS TO TRANSITION TO MATCH EXISTING PVC INSIDE

BUILDING.

HIP / RIDGE FLASHING: TO MATCH ROOF COLOR

CHIMNEY FLASHING: TO MATCH EXISTING COLOR. COORDINATE

WITH CO.

ALL OTHER FLASHING: TO MATCH ROOF COLOR

NOTE: GENERAL CONTRACTOR IS TO COORDINATE WITH THE CO

FOR FINAL COLORS PRIOR TO ORDERING.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:3

P M

EXTERIOR ELEVATIONS -

BARNA211

C.BAXTER

J.RYAN

J.MORGAN

15 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

SCALE OF FEET

A211

1 BARN NORTH EXTERIOR ELEVATION

A211

2 BARN SOUTH EXTERIOR ELEVATION

SEE MASTER KEY ON G101 FOR COMPLETE LIST

ELEVATION KEYNOTES

TAG # TAG DESCRIPTION

3 NEW CORRUGATED METAL ROOF OVER NEW UNDERLAYMENT.

5 NEW SOLAR PANEL SYSTEM TO BE SUPPORTED BY BRACKETS

CONNECTED TO ROOF STRUCTURAL MEMBERS. SEE ELECTRICAL

DRAWINGS.

6 NEW ALUMINUM FLASHING AT ROOF TO EXISTING TO REMAIN

STONE CHIMNEYS. USE ROOFING CEMENT BEHIND FLASHING AND

BEAD FLASHING AT TOP EDGE. FLASHING TO MATCH EXISTING,

HISTORICAL PATTERN.

7 NEW LIGHTNING PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

8 NEW 6" HALF-ROUND ALUMINUM GUTTER AND 4" ROUND ALUMINUM

DOWNSPOUT SYSTEM THAT TIE INTO EXISTING WATER TANK

FFE

0'-0"

B/O STRUCTURE

± 9'-3 3/8

T/O ROOF

± 24'-2"

± 9" / 12" ± 9" / 12"

T/O ROOF

± 24'-2"

B/O STRUCTURE

± 9'-3 3/8

FFE

0'-0"

± 9" / 12" ± 9" / 12"

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER.

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE

DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. CONTRACTOR TO MAINTAIN ORDERLY AND CLEAN WORK SITE FOR

THE DURATION OF THE PROJECT. WORK SITE SHALL BE CLEANED

DAILY TO MAINTAIN A NEAT AND ORDERLY WORK ENVIRONMENT.

SITE SHOULD APPEAR NEAT TO THE VISITING PUBLIC

F. SEE STRUCTURAL DRAWINGS, ELECTRICAL DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

BARN ROOFING BASIS OF DESIGN:

NEW CORRUGATED ALUM. PANELS ON EXISTING / NEW PLYWOOD

DECKING.

MFR: PAC CLAD ALUMINUM

PRODUCT: 7/8" COATED CORRUGATED, 0.040 ALUM., 39.75" WIDE

PANELS

COLOR: ZINC

GUTTERS AND DOWNSPOUTS: TO MATCH ROOF COLOR. NOTE:

GUTTERS TO TRANSITION TO MATCH EXISTING PVC INSIDE

BUILDING.

HIP / RIDGE FLASHING: TO MATCH ROOF COLOR

CHIMNEY FLASHING: TO MATCH EXISTING COLOR. COORDINATE

WITH CO.

ALL OTHER FLASHING: TO MATCH ROOF COLOR

NOTE: GENERAL CONTRACTOR IS TO COORDINATE WITH THE CO

FOR FINAL COLORS PRIOR TO ORDERING.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:0

:5

P M

EXTERIOR ELEVATIONS -

BARNA212

C.BAXTER

J.RYAN

J.MORGAN

16 28

BARN, PAVILION, AND CHAPEL 196

166033

251091

BISCAYNE NATIONAL PARK06/27/2022

A212

1 BARN EAST…