Drawings_1.pdf

SITE LOCATION

LOGGERHEAD

KEY

LOGGERHEAD LIGHTHOUSE

LOCATION OF EXISTING DOCK

(DAMAGED FROM HURRICANE IAN)

TORTUGAS BANK

ATLANTIC

OCEAN

LOGGERHEAD KEY, FLORIDA

SOUTHEAST

KEY WEST

SITE LOCATION

DRY TORTUGAS NATIONAL PARK

LOGGERHEAD KEY, FLORIDA

70 MILES

GULF OF

MEXICO

FLORIDA

SITE LOCATION

DRY TORTUGAS

NATIONAL PARK

HEADQUARTERS

ON GARDEN KEY

NOT TO SCALE

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.

/9

/2

:2

:1

A M

REHABILITATE LOGGERHEAD KEY

KITCHEN BUILDING

LOGGERHEAD KEY KITCHEN BUILDING

DRY TORTUGAS NATIONAL PARK

SOUTHEAST MONROE FLORIDA

1 19

XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK

08/04/2023

140P2019D0008

STRUCTURAL:

PES STRUCTURAL ENGINEERS

ATLANTA, GEORGIA

REGION 2

DRTO 216655B

140P2019D0008

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

GENERAL

1 CS COVER SHEET

2 G002 GENERAL INFORMATION

ARCHITECTURAL SITE

3 AS101 ARCHITECTURAL SITE PLAN

ARCHITECTURAL DEMOLITION

4 AD101 DEMOLITION PLAN

5 AD201 DEMOLITION ELEVATIONS

ARCHITECTURAL

6 A101 FLOOR PLAN

7 A151 ROOF PLAN

8 A201 EXTERIOR ELEVATIONS

9 A202 EXTERIOR ELEVATIONS PHOTOS

10 A301 BUILDING SECTIONS

11 A351 SECTION DETAILS

12 A601 DOOR AND WINDOW SCHEDULE

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

STRUCTURAL

13 S001 GENERAL NOTES

14 S002 GENERAL NOTES & SCHEDULES

15 S003 GENERAL SCHEDULES

16 S004 WIND LOADING

17 S101 FOUNDATION AND FRAMING PLANS

18 S201 FOUNDATION SECTIONS AND DETAILS

19 S202 FRAMING SECTIONS AND DETAILS

Grand total: 19

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

X

X1

XX

X

XX

X

XXXX

X

XXXX

X

XXXX

LEGENDS & SYMBOLS:

SECTION NUMBER

XXXX

X

X

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

XXXX

X

WALL SECTION

SHEET NO. (WHERE SHOWN)

COLUMN GRID

XXXX

X

CENTER LINE

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION.

3. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF PERMIT. IN THE

EVENT OF A CONFLICT, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN AND BE MET.

4. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

5. 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.

6. THE GENERAL CONTRACTOR SHALL ENSURE THAT

CONSTRUCTION ENVIRONMENT IS MAINTAINED IN SUCH

A WAY TO INHIBIT MOLD AND MILDEW GROWTH.

7. THE GENERAL CONTRACTOR SHALL REMOVE PROMPTLY

AND LEGALLY ALL ACCUMULATED DEBRIS, PROTECT ALL

EXPOSED PORTIONS OF WORK FROM ELEMENTS, AVOID

OVER- LOADING STRUCTURE, AND SECURELY STORE

ALL ITEMS TO BE USED FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION

OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

9. THE GENERAL CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONARY MEASURES TO PROTECT

THE PUBLIC AND ADJACENT PROPERTIES FROM

DAMAGE THROUGHOUT CONSTRUCTION.

10. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION

PRACTICE.

11. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS OR SPECIFICATIONS

WITHOUT FIRST SECURING WRITTEN PERMISSION FROM

THE CONTRACTING OFFICER.

12. 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.

13. 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.

14. THE GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR THE COMPLETION OF ALL WORK

SHOWN OR REASONABLY IMPLIED BY THESE DRAWINGS

AND/OR SPECIFICATIONS. THE GENERAL CONTRACTOR

SHALL CONFIRM ALL DIMENSIONS AND CONDITIONS AT

THE SITE AND SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY

DISCREPANCIES.

15. DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF

STUD/CMU AT EXTERIOR WALLS TO THE FACE OF

STUD/CMU OF INTERIOR WALLS UNO. BEAMS AND

GIRDERS ARE DIMENSIONED TO THE CENTERLINE UNO.

16. DETAILS TAKE PRECEDENCE OVER PLANS AND

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING ALL REQUIRED BUILDING PERMIT

APPROVALS PRIOR TO THE COMMENCEMENT OF ANY

WORK.

18. THE GENERAL CONTRACTOR SHALL FURNISH COPIES OF

PERMITS, INSPECTIONS, AND CERTIFICATES TO THE

CONTRACTING OFFICER AS REQUESTED ALONG WITH

FIRST APPLICATION FOR PAYMENT.

19. THE GENERAL CONTRACTOR SHALL PROVIDE ALL

CERTIFICATES OF OCCUPANCY, PERMITS AND CLOSE

OUT DOCUMENTS TO CONTRACTING OFFICER UPON

COMPLETION OF PROJECT.

20. ANY ITEMS NOT BEING DEMOLISHED ARE TO BE

PROTECTED DURING CONSTRUCTION. IF DAMAGED OR

DESTROYED, REPLACE OR REPAIR ITEMS WITH

APPROVED ITEMS AT NO EXPENSE TO THE

GOVERNMENT.

21. ALL FEATURES TO BE REPAIRED / REPLACED SHALL BE

REPAIRED / REPLACED WITH LIKE IN KIND MATERIALS

AND COMPLY WITH THE SECRETARY OF THE INTERIORS

STANDARDS FOR THE TREATMENT OF HISTORIC

PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

22. 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.

23. ALL DRAWINGS IN THIS SET OF DRAWINGS TO BE

PRINTED ON 22X34 PAPER. USE DIMENSIONS ONLY. DO

NOT SCALE.

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 OF

C

CAB CABINET

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS(ATION)

COR CONTRACTING OFFICER

REPRESENTATIVE

D

DBL DOUBLE

DEPT DEPARTMENT

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIV DIVISION

DN DOWN

DSC DENVER SERVICE CENTER

DTL DETAIL

DWG DRAWING

E

EA EACH

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

ELEV ELEVATION

ENTR ENTRANCE

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

FURN FURNITURE

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

LVT LUXURY VINYL TILE

M

MAINT MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

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

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SIM SIMILAR

SPEC SPECIFICATION

SPK SPEAKER

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

TLT TOILET

T.O. TOP OF

T & G TONGUE AND GROOVE

TYP TYPICAL

TV TELEVISION

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W WIDTH

WC WATER CLOSET

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

• INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021

• NFPA 70 NATIONAL ELECTRIC CODE (NEC) 2020

• 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

• NFPA 101 (LIFE SAFETY CODE) - USE WHEN IFC IS SILENT

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

(ABAAS)

• INTERNATIONAL RESIDENTIAL CODE (IRC) 2021

• ACI 530-13 BUILDING CODE REQUIREMENTS AND

SPECIFICATION FOR MASONRY STRUCTURES

• ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES

• ANSI/AWC NATIONAL DESIGN SPECIFICATIONS FOR WOOD

CONSTRUCTION (NDS) (2015)

• NATIONAL DESIGN SPECIFICATION (NDS) 2018

• FLORIDA BUILDING CODE (USED ONLY AS A GUIDELINE FOR

MATERIALS THAT ARE HURRICANE COMPLIANT)

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

MATERIALS THAT ARE HURRICANE COMPLIANT)

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

/9

/2

:2

:1

A M

GENERAL INFORMATION

G002

C.BAXTER

J.RYAN

J.MORGAN

2 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

SEE INDIVIDUAL SHEETS FOR APPLICATION

MASTER KEY: ARCHITECTURAL DEMOLITION KEYNOTES

TAG # TAG DESCRIPTION

D1 REMOVE WINDOW AND ASSOCIATED TRIM, SILL, BLOCKING, AND

SEALANT

D2 REMOVE INFILL BELOW WINDOW. PREP FOR NEW WINDOW AND

NEW BRICK INFILL BELOW WINDOW IN PLACE OF CMU. PROTECT

INTERIOR SHOWER TILE.

D3 REMOVE DOOR, ASSOCIATED FRAME, TRIM, BLOCKING, SEALANT,

AND HARDWARE.

D4 REMOVE 8" CMU INFILL THAT DOES NOT MATCH HISTORIC

MATERIALS AND PREP TO REPLACE WITH BRICK TO MATCH

EXISTING AND COMPLY WITH THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES

D5 REMOVE REMAINDER OF BRICK COLUMN

D6 REMOVE AND SALVAGE BRICK AT LOCATION OF EXISTING WINDOW.

PREP FOR NEW WINDOW.

D7 REMOVE AND SALVAGE EXTERIOR BEAMS AND BRACING TO

REPLICATE.

D8 REPOINT / REPAIR ALL CRACKED AND DETERIORATED MASONRY

JOINTS ON EXTERIOR WALLS

D9 REMOVE ASPHALT SHINGLE ROOF AND UNDERLAYMENT ABOVE

ROOF SHEATHING.

D10 REMOVE EXISTING FASCIA BOARD

D11 REMOVE WINDOW BLINDS

D12 REPAIR AND PREP ALL INTERIOR WALLS AND CEILINGS FOR NEW

PAINT

D13 REMOVE SMOKE DETECTORS AND FIRE EXTINGUISHERS AND PREP

FOR NEW

D14 STRIP WOOD FLOORING, SAFEGUARD, REFINISH, SAND, AND PREP

FOR NEW COATING

D15 REMOVE DEBRIS 10'-0" MIN FROM AROUND BUILDING.

D16 PREP EXTERIOR WALLS FOR NEW PAINT FINISH. ANY EXISTING

LEAD PAINT TO BE REMOVED. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

D17 REMOVE PORTION OF EXISTING SLAB-ON-GROUND AS REQUIRED

FOR INSTALLATION OF NEW FOUNDATION. SEE STRUCTURAL

DRAWINGS.

SEE INDIVIDUAL SHEETS FOR APPLICATION

MASTER KEY: ARCHITECTURAL NEW WORK KEYNOTES

TAG # TAG DESCRIPTION

1 NEW BRICK COLUMN AND FOOTING. BRICK FINISH TO MATCH

EXISTING BUILDING. SEE STRUCTURAL DRAWINGS.

2 INFILL BELOW WINDOW WITH LIKE IN KIND BRICK AND COMPLY WITH

THE SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT

OF HISTORIC PROPERTIES.FINISH TO MATCH SURROUNDING

SURFACES.

3 INFILL WITH LIKE IN KIND BRICK AND COMPLY WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT OF

HISTORIC PROPERTIES. FINISH TO MATCH SURROUNDING

SURFACES.

4 PRIME AND COAT ALL EXTERIOR BRICK SURFACES WITH WHITE

FINISH. SEE SPECIFICATIONS FOR PAINT REQUIREMENTS. SEE

3/A201 FOR GHOSTING PAINT FINISH ON WEST EXTERIOR.

5 NEW TIMBER BRACKET TO MATCH EXISTING. PRIME AND PAINT

WHITE. SEE STRUCTURAL DRAWINGS.

6 NEW WOOD JOISTS. PRIME AND PAINT WHITE. SEE STRUCTURAL

DRAWINGS.

7 NEW TONGUE AND GROOVE DECKING TO MATCH EXISTING. PRIME

AND PAINT WHITE.

8 NEW WOOD TRIM TO WRAP NEW BEAM. PRIME AND PAINT WHITE.

SEE STRUCTURAL DRAWINGS.

9 NEW FASCIA BOARD. PRIME AND PAINT WHITE.

10 NEW ASPHALT SHINGLES ON SELF-ADHERING, HIGH TEMPERATURE

UNDERLAYMENT.

11 NEW "K" STYLE ALUMINUM GUTTER

12 3" DIA. ROUND DOWNSPOUT SYSTEM. CONNECT TO NEW 100

GALLON RAIN HARVESTING TANK.

13 PAINT ALL INTERIOR WALLS, DOORS, CEILINGS, AND CABINETS.

FINISH TO MATCH EXISTING. COORDINATE WITH CO.

14 NEW SMOKE DETECTORS AND FIRE EXTINGUISHERS

15 NEW WINDOW BLINDS

16 PREP EXISTING WOOD FLOORING, STAIRS, AND RAILING FOR NEW

PAINT. FINISH TO MATCH EXISTING. COORDINATE WITH CO.

17 NEW SLAB-ON-GROUND AS REQUIRED FOR INSTALLATION OF NEW

FOUNDATION. SEE STRUCTURAL DRAWINGS.

X XX

X X

X

X X

X

XX XX

XX XX

HATCHING KEY

GRASS / SAND

LOW SCRUB

HIGH SHRUBS

PROJECT SITE

LOCATION OF EXISTING REMAINS OF DOCK

(DAMAGED FROM HURRICANE IAN) APPROX. 10'-0"

WIDE IN SHALLOW WATERS. EXISTING DOCK IS NOT

USABLE FOR WORK ON THIS PROJECT. GENERAL

CONTRACTOR TO USE LANDING CRAFT TO DELIVER

EQUIPMENT AND MATERIALS TO SITE NEAR THIS

LOCATION. GENERAL CONTRACTOR TO

COORDINATE AND MEET WITH PARK COMPLIANCE

OFFICER IN ORDER TO FOLLOW NECESSARY

REQUIREMENTS RELATED TO PROTECTED SPECIES

AND DEFINE BEACH ACCESS PLAN.

SEA TURTLE PROTECTED WATERS AND NESTING

AREAS AROUND ISLAND

CONTRACTOR TRAVEL PATH

CONSTRUCTION FENCING

LIMITS OF WORK

CONCRETE

CISTERN

PROPOSED CONSTRUCTION /

UTILITY STAGING AREA

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

PLANNED UPGRADES TO UTILITY INFRASTRUCTURE SYSTEMS FOR

THIS PROJECT.

B. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

EXISTING CONDITIONS. DAMAGE SHALL BE RESTORED TO MATCH

EXISTING OR BETTER.

C. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE

TO EXISTING LANDSCAPING AND HARDSCAPE/SOFTSCAPE.

COORDINATE WITH CONTRACTING OFFICER TO IDENTIFY

LANDSCAPE CONDITIONS TO BE RESTORED.

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

E. GENERAL 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 CONCRETE PAD. THIS INCLUDES THE EDGES OF

EACH SIDEWALK AND PAD, AS WELL AS A MINIMUM OF 18 INCHES

BEYOND EDGE OF EACH SIDEWALK AND PAD.

GENERAL SITE PLAN 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

/9

/2

:2

:1

A M

ARCHITECTURAL SITE PLAN

AS101

C.BAXTER

J.RYAN

J.MORGAN

3 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

AS101

1 SITE PLAN

SCALE OF FEET

8040040

TRUE NORTH

AD201

AD201

AD201

AD201

D1 D2

D3D3

D4

D1

D5D5

D8

D11

D12

D13

D15

EXISTING HISTORIC

SLAB TO REMAIN

D16

D17D17

GENERAL DEMOLITION NOTES:

A. 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. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

CONTRACTING OFFICER.

D. 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.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLY WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

F. 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.

G. FURNISH, INSTALL, AND MAINTAIN DUST COVERINGS TO PREVENT

THE SPREAD OF DUST BEYOND THE IMMEDIATE AREA WHERE

DEMOLITION IS BEING PERFORMED.

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

MATERIALS OUTSIDE OF PARK BOUNDARIES.

DEMOLITION PLAN LEGEND:

EXISTING TO

REMAIN (SOLID

GRAY LINES)

EXISTING TO

BE DEMOED

(DASHED LINES)

AD201

AD201

AD201

AD201

D1

D1

D1D1

D1

D6

D7

D8

D11

D12

D13

D14

C L

O S

E T

D16

GENERAL LEAD BASED PAINT NOTES:

LEAD BASED PAINT

LCP = LEAD CONTAINING PAINT

LCM = LEAD CONTAINING MATERIALS

A. POTENTIAL LEAD BASED PAINT ABATEMENT IS POSSIBLE AT THIS

LOCATION. TESTING TO BE DONE BY THE GENERAL CONTRACTOR

TO DETERMINE IF LEAD BASED PAINT EXISTS. COORDINATE WITH

THE CONTRACTING OFFICER.

B. ALL WORK ASSOCIATED WITH THE REMOVAL, HANDLING,

TRANSPORT, AND DISPOSAL OF LBP OR LBP COMPONENTS SHALL BE

CONDUCTED BY A PROPERLY LICENSED / ACCREDITED LEAD

ABATEMENT CONTRACTOR IN ACCORDANCE WITH SPECIFICATION

SECTION 028310, THE OSHA LEAD IN CONSTRUCTION STANDARD AT

29 CFR 1926.62 AND EPA 40 CFR 745 ESPECIALLY SUBPART L.

C. THE CONTRACTOR PERFORMING SELECTIVE DEMOLITION OF

SURFACES TESTING IS RESPONSIBLE FOR COMPLIANCE WITH THE

OSHA LEAD IN CONSTRUCTION STANDARD AT 29 CRF 1926,62 AND

SPECIFICATION SECTION 028310. THESE ITEMS ARE IDENTIFIED IN

THE PRE-RENOVATION LBP INSPECTION FOR THIS PROJECT.

D. IF LEAD BASED PAINT IS FOUND AND SURFACE DAMAGE IS MORE

EXTENSIVE COORDINATE WITH THE CONTRACTING OFFICER TO

REPLACE WITH LIKE IN KIND MATERIALS THAT COMPLIES WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES.

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

/9

/2

:2

:1

A M

DEMOLITION PLAN

AD101

C.BAXTER

J.RYAN

J.MORGAN

4 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

AD101

1 DEMOLITION - FIRST FLOOR PLAN

SCALE OF FEET

B L D

G

AD101

2 DEMOLITION - SECOND FLOOR PLAN

SEE ARCH MASTER LIST FOR COMPLETE LIST

DEMOLITION FLOOR PLAN SHEET NOTES

TAG # TAG DESCRIPTION

D1 REMOVE WINDOW AND ASSOCIATED TRIM, SILL, BLOCKING, AND

SEALANT

D2 REMOVE INFILL BELOW WINDOW. PREP FOR NEW WINDOW AND

NEW BRICK INFILL BELOW WINDOW IN PLACE OF CMU. PROTECT

INTERIOR SHOWER TILE.

D3 REMOVE DOOR, ASSOCIATED FRAME, TRIM, BLOCKING, SEALANT,

AND HARDWARE.

D4 REMOVE 8" CMU INFILL THAT DOES NOT MATCH HISTORIC

MATERIALS AND PREP TO REPLACE WITH BRICK TO MATCH

EXISTING AND COMPLY WITH THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES

D5 REMOVE REMAINDER OF BRICK COLUMN

D6 REMOVE AND SALVAGE BRICK AT LOCATION OF EXISTING WINDOW.

PREP FOR NEW WINDOW.

D7 REMOVE AND SALVAGE EXTERIOR BEAMS AND BRACING TO

REPLICATE.

D8 REPOINT / REPAIR ALL CRACKED AND DETERIORATED MASONRY

JOINTS ON EXTERIOR WALLS

D11 REMOVE WINDOW BLINDS

D12 REPAIR AND PREP ALL INTERIOR WALLS AND CEILINGS FOR NEW

PAINT

D13 REMOVE SMOKE DETECTORS AND FIRE EXTINGUISHERS AND PREP

FOR NEW

D14 STRIP WOOD FLOORING, SAFEGUARD, REFINISH, SAND, AND PREP

FOR NEW COATING

D15 REMOVE DEBRIS 10'-0" MIN FROM AROUND BUILDING.

D16 PREP EXTERIOR WALLS FOR NEW PAINT FINISH. ANY EXISTING

LEAD PAINT TO BE REMOVED. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

D17 REMOVE PORTION OF EXISTING SLAB-ON-GROUND AS REQUIRED

FOR INSTALLATION OF NEW FOUNDATION. SEE STRUCTURAL

DRAWINGS.

GENERAL DEMOLITION NOTES:

A. 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. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

CONTRACTING OFFICER.

D. 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.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLY WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

F. 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.

G. FURNISH, INSTALL, AND MAINTAIN DUST COVERINGS TO PREVENT

THE SPREAD OF DUST BEYOND THE IMMEDIATE AREA WHERE

DEMOLITION IS BEING PERFORMED.

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

MATERIALS OUTSIDE OF PARK BOUNDARIES.FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

D9

D7

D1 D1

D1 D3 D3

D5D5

D8

D8

D16

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

D1

D7

D5

D8

D9

D10

D16

D17

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

D9

D8

D4

D1

D2

D6D1

D10

D8

D16

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

D5

D7

D9

D10

D8

D1

D8

D16

D17

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

/9

/2

:2

:1

A M

DEMOLITION ELEVATIONS

AD201

C.BAXTER

J.RYAN

J.MORGAN

5 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

SCALE OF FEET

AD201

1 DEMOLITION - EAST EXTERIOR ELEVATION

AD201

2 DEMOLITION - NORTH EXTERIOR ELEVATION

AD201

3 DEMOLITION - WEST EXTERIOR ELEVATION

AD201

4 DEMOLITION- SOUTH EXTERIOR ELEVATION

SEE ARCH MASTER LIST FOR COMPLETE LIST

DEMOLITION ELEVATION SHEET NOTES

TAG # TAG DESCRIPTION

D1 REMOVE WINDOW AND ASSOCIATED TRIM, SILL, BLOCKING, AND

SEALANT

D2 REMOVE INFILL BELOW WINDOW. PREP FOR NEW WINDOW AND

NEW BRICK INFILL BELOW WINDOW IN PLACE OF CMU. PROTECT

INTERIOR SHOWER TILE.

D3 REMOVE DOOR, ASSOCIATED FRAME, TRIM, BLOCKING, SEALANT,

AND HARDWARE.

D4 REMOVE 8" CMU INFILL THAT DOES NOT MATCH HISTORIC

MATERIALS AND PREP TO REPLACE WITH BRICK TO MATCH

EXISTING AND COMPLY WITH THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES

D5 REMOVE REMAINDER OF BRICK COLUMN

D6 REMOVE AND SALVAGE BRICK AT LOCATION OF EXISTING WINDOW.

PREP FOR NEW WINDOW.

D7 REMOVE AND SALVAGE EXTERIOR BEAMS AND BRACING TO

REPLICATE.

D8 REPOINT / REPAIR ALL CRACKED AND DETERIORATED MASONRY

JOINTS ON EXTERIOR WALLS

D9 REMOVE ASPHALT SHINGLE ROOF AND UNDERLAYMENT ABOVE

ROOF SHEATHING.

D10 REMOVE EXISTING FASCIA BOARD

D16 PREP EXTERIOR WALLS FOR NEW PAINT FINISH. ANY EXISTING

LEAD PAINT TO BE REMOVED. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

D17 REMOVE PORTION OF EXISTING SLAB-ON-GROUND AS REQUIRED

FOR INSTALLATION OF NEW FOUNDATION. SEE STRUCTURAL

DRAWINGS.

A201

A201

A201

A201

A301

A301

102101

A

B

11 12

3 2

FEB

EXISTING HISTORIC

SLAB TO REMAIN

A351

PROTECT EXISTING TILE

AND PLUMBING FIXTURES

IN SPACE TO REMAIN

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. GENERAL 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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLIES WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE A601 FOR DOOR AND WINDOW SCHEDULES.

H. APPROXIMATELY 25% OF THE EXTERIOR WALLS SHOULD BE

REPOINTED. WHERE REPOINTING WILL NOT RESULT IN DAMAGE TO

BRICK, IT IS RECOMMENDED ALL INCOMPATIBLE REPLACEMENT

MORTARS SHALL BE REMOVED, DAMAGED BRICK REPLACED AND

DETERIORATED JOINTS REPOINTED AS PART OF THIS PROJECT.

GENERAL NOTES:

A201

A201

A201

A201

NEW BRICK

COLUMN BELOW

A301

A301

C C

E

D

CC

NEW BRICK

COLUMN BELOW

FEB

15 15

C L

O S

E T

LEGEND:

EXISTING WALL

NEW BRICK

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

/9

/2

:2

:1

A M

FLOOR PLAN

A101

C.BAXTER

J.RYAN

J.MORGAN

6 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

A101

1 FIRST FLOOR PLAN

SCALE OF FEET

B L D

G

A101

2 SECOND FLOOR PLAN

SEE ARCH MASTER LIST FOR COMPLETE LIST

FLOOR PLAN SHEET NOTES

TAG # TAG DESCRIPTION

1 NEW BRICK COLUMN AND FOOTING. BRICK FINISH TO MATCH

EXISTING BUILDING. SEE STRUCTURAL DRAWINGS.

2 INFILL BELOW WINDOW WITH LIKE IN KIND BRICK AND COMPLY WITH

THE SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT

OF HISTORIC PROPERTIES.FINISH TO MATCH SURROUNDING

SURFACES.

3 INFILL WITH LIKE IN KIND BRICK AND COMPLY WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT OF

HISTORIC PROPERTIES. FINISH TO MATCH SURROUNDING

SURFACES.

4 PRIME AND COAT ALL EXTERIOR BRICK SURFACES WITH WHITE

FINISH. SEE SPECIFICATIONS FOR PAINT REQUIREMENTS. SEE

3/A201 FOR GHOSTING PAINT FINISH ON WEST EXTERIOR.

5 NEW TIMBER BRACKET TO MATCH EXISTING. PRIME AND PAINT

WHITE. SEE STRUCTURAL DRAWINGS.

6 NEW WOOD JOISTS. PRIME AND PAINT WHITE. SEE STRUCTURAL

DRAWINGS.

7 NEW TONGUE AND GROOVE DECKING TO MATCH EXISTING. PRIME

AND PAINT WHITE.

8 NEW WOOD TRIM TO WRAP NEW BEAM. PRIME AND PAINT WHITE.

SEE STRUCTURAL DRAWINGS.

12 3" DIA. ROUND DOWNSPOUT SYSTEM. CONNECT TO NEW 100

GALLON RAIN HARVESTING TANK.

13 PAINT ALL INTERIOR WALLS, DOORS, CEILINGS, AND CABINETS.

FINISH TO MATCH EXISTING. COORDINATE WITH CO.

14 NEW SMOKE DETECTORS AND FIRE EXTINGUISHERS

15 NEW WINDOW BLINDS

16 PREP EXISTING WOOD FLOORING, STAIRS, AND RAILING FOR NEW

PAINT. FINISH TO MATCH EXISTING. COORDINATE WITH CO.

17 NEW SLAB-ON-GROUND AS REQUIRED FOR INSTALLATION OF NEW

FOUNDATION. SEE STRUCTURAL DRAWINGS.

A201

A201

A201

A201

A301

A301

REBUILD PORCH ROOF

LINE OF FACE OF BRICK

BELOW

REBUILD PORCH ROOF

S L O

P E

:1

V

IF

S L O

P E

:1

V

IF

GENERAL ROOF PLAN NOTES:

A. SEE SPECIFICATIONS FOR ASPHALT SHINGLE ROOFING SYSTEM.

B. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SLOPES TO BE VERIFIED IN FIELD 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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLY WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

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

/9

/2

:2

:1

A M

ROOF PLAN

A151

C.BAXTER

J.RYAN

J.MORGAN

7 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

A151

1 ROOF PLAN

SCALE OF FEET

B L D

G

SEE ARCH MASTER LIST FOR COMPLETE LIST

ROOF PLAN SHEET NOTES

TAG # TAG DESCRIPTION

4 PRIME AND COAT ALL EXTERIOR BRICK SURFACES WITH WHITE

FINISH. SEE SPECIFICATIONS FOR PAINT REQUIREMENTS. SEE

3/A201 FOR GHOSTING PAINT FINISH ON WEST EXTERIOR.

9 NEW FASCIA BOARD. PRIME AND PAINT WHITE.

10 NEW ASPHALT SHINGLES ON SELF-ADHERING, HIGH TEMPERATURE

UNDERLAYMENT.

11 NEW "K" STYLE ALUMINUM GUTTER

12 3" DIA. ROUND DOWNSPOUT SYSTEM. CONNECT TO NEW 100

GALLON RAIN HARVESTING TANK.

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

A301

A301

A

C C

101 102

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

REBUILD

PORCH ROOF

D

NOTE: EXISTING EXTERIOR SURFACE MOUNTED

MECHANICAL, ELECTRICAL, AND PLUMBING

ELEMENTS TO BE CLEANED UP AND REPOSITION

EQUIPMENT ON THIS SIDE. ADDITIONAL NOTES

TO BE PROVIDED IN NEXT SUBMITTAL.

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

A301

A301

C C

B

A351

GHOSTING PAINT FINISH IN THE SPACE

TO INDICATE LOCATION OF ATTACHED

BUILDING THAT NO LONGER REMAINS.

NOTE: EXISTING EXTERIOR SURFACE MOUNTED

MECHANICAL, ELECTRICAL, AND PLUMBING

ELEMENTS TO BE CLEANED UP AND REPOSITION

EQUIPMENT ON THIS SIDE. ADDITIONAL NOTES

TO BE PROVIDED IN NEXT SUBMITTAL.

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

REBUILD

PORCH ROOF

E

NOTE: EXISTING EXTERIOR SURFACE MOUNTED

MECHANICAL, ELECTRICAL, AND PLUMBING

ELEMENTS TO BE CLEANED UP AND REPOSITION

EQUIPMENT ON THIS SIDE. ADDITIONAL NOTES

TO BE PROVIDED IN NEXT SUBMITTAL.

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. GENERAL 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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLIES WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE A601 FOR DOOR AND WINDOW SCHEDULES.

H. APPROXIMATELY 25% OF THE EXTERIOR WALLS SHOULD BE

REPOINTED. WHERE REPOINTING WILL NOT RESULT IN DAMAGE TO

BRICK, IT IS RECOMMENDED ALL INCOMPATIBLE REPLACEMENT

MORTARS SHALL BE REMOVED, DAMAGED BRICK REPLACED AND

DETERIORATED JOINTS REPOINTED AS PART OF THIS PROJECT.

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

/9

/2

:2

:1

A M

EXTERIOR ELEVATIONS

A201

C.BAXTER

J.RYAN

J.MORGAN

8 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

SCALE OF FEET

A201

1 EAST EXTERIOR ELEVATION

A201

2 NORTH EXTERIOR ELEVATION

A201

3 WEST EXTERIOR ELEVATION

A201

4 SOUTH EXTERIOR ELEVATION

SEE ARCH MASTER LIST FOR COMPLETE LIST

ELEVATION SHEET NOTES

TAG # TAG DESCRIPTION

1 NEW BRICK COLUMN AND FOOTING. BRICK FINISH TO MATCH

EXISTING BUILDING. SEE STRUCTURAL DRAWINGS.

3 INFILL WITH LIKE IN KIND BRICK AND COMPLY WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR TREATMENT OF

HISTORIC PROPERTIES. FINISH TO MATCH SURROUNDING

SURFACES.

4 PRIME AND COAT ALL EXTERIOR BRICK SURFACES WITH WHITE

FINISH. SEE SPECIFICATIONS FOR PAINT REQUIREMENTS. SEE

3/A201 FOR GHOSTING PAINT FINISH ON WEST EXTERIOR.

5 NEW TIMBER BRACKET TO MATCH EXISTING. PRIME AND PAINT

WHITE. SEE STRUCTURAL DRAWINGS.

8 NEW WOOD TRIM TO WRAP NEW BEAM. PRIME AND PAINT WHITE.

SEE STRUCTURAL DRAWINGS.

9 NEW FASCIA BOARD. PRIME AND PAINT WHITE.

10 NEW ASPHALT SHINGLES ON SELF-ADHERING, HIGH TEMPERATURE

UNDERLAYMENT.

11 NEW "K" STYLE ALUMINUM GUTTER

12 3" DIA. ROUND DOWNSPOUT SYSTEM. CONNECT TO NEW 100

GALLON RAIN HARVESTING TANK.

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. GENERAL 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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLIES WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE A601 FOR DOOR AND WINDOW SCHEDULES.

H. APPROXIMATELY 25% OF THE EXTERIOR WALLS SHOULD BE

REPOINTED. WHERE REPOINTING WILL NOT RESULT IN DAMAGE TO

BRICK, IT IS RECOMMENDED ALL INCOMPATIBLE REPLACEMENT

MORTARS SHALL BE REMOVED, DAMAGED BRICK REPLACED AND

DETERIORATED JOINTS REPOINTED AS PART OF THIS PROJECT.

GENERAL NOTES:

OLD RAINWATER

DOWNSPOUT PIPING

TO CISTERN TO

DEMO

LEAVE PIPING IN PLACE

DEMO PIPE

COVERS APPLIED ON ALL

EXTERIOR PIPING AND

CONDUITS

CLEANOUT VENT TO REMAIN

ALL COVERS TO BE UV

STABLE PLASTIC

NOTE: REMOVE ALL

EXISTING PIPING AND

CONDUIT

ALL COVERS TO BE UV STABLE PLASTIC

COVERS APPLIED TO ALL EXTERIOR

PIPING AND CONDUIT

NOTE: REMOVE ALL

EXISTING PIPING AND

CONDUIT

ALL COVERS TO BE UV STABLE PLASTIC

COVERS APPLIED TO ALL EXTERIOR

PIPING AND CONDUIT

NOTE: REMOVE ALL

EXISTING PIPING AND

CONDUIT

REPLACE LINE SET COVER

DEMO PIPING

ALL COVERS TO BE UV STABLE PLASTIC

COVERS APPLIED TO ALL EXTERIOR

PIPING AND CONDUIT

NOTE: REMOVE ALL

EXISTING PIPING AND

CONDUIT

NEW PIPING / CONDUIT

EXISTING TO BE DEMOED

LEGEND

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

/9

/2

:2

:1

A M

EXTERIOR ELEVATIONS

PHOTOSA202

C.BAXTER

J.RYAN

J.MORGAN

9 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

NOT TO SCALEA202

1 NORTH EXTERIOR ELEVATION

NOT TO SCALEA202

3 SOUTH EXTERIOR ELEVATION

NOT TO SCALEA202

4 SOUTH EXTERIOR ELEVATION

NOT TO SCALEA202

2 WEST EXTERIOR ELEVATION

SECOND FLOOR

8'-10"

RIDGE

22'-3 1/2"

A351

A351

A351

A351

FEB

D

FEB

1515 C

C

B

REBUILD

PORCH ROOF

PROTECT EXISTING TILE

AND PLUMBING FIXTURES

IN SPACE TO REMAIN

A351

6 5/8" / 1'-0"6 5/8" / 1'-0"

VIF VIF

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. GENERAL 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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLIES WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE A601 FOR DOOR AND WINDOW SCHEDULES.

H. APPROXIMATELY 25% OF THE EXTERIOR WALLS SHOULD BE

REPOINTED. WHERE REPOINTING WILL NOT RESULT IN DAMAGE TO

BRICK, IT IS RECOMMENDED ALL INCOMPATIBLE REPLACEMENT

MORTARS SHALL BE REMOVED, DAMAGED BRICK REPLACED AND

DETERIORATED JOINTS REPOINTED AS PART OF THIS PROJECT.

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

/9

/2

:2

:1

A M

BUILDING SECTIONS

A301 D.Designer

A.Author

C.Checker

10 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

SCALE OF FEET

A301

1 BUILDING SECTION

SEE ARCH MASTER LIST FOR COMPLETE LIST

BUILDING SECTION SHEET NOTES

TAG # TAG DESCRIPTION

1 NEW BRICK COLUMN AND FOOTING. BRICK FINISH TO MATCH

EXISTING BUILDING. SEE STRUCTURAL DRAWINGS.

5 NEW TIMBER BRACKET TO MATCH EXISTING. PRIME AND PAINT

WHITE. SEE STRUCTURAL DRAWINGS.

8 NEW WOOD TRIM TO WRAP NEW BEAM. PRIME AND PAINT WHITE.

SEE STRUCTURAL DRAWINGS.

10 NEW ASPHALT SHINGLES ON SELF-ADHERING, HIGH TEMPERATURE

UNDERLAYMENT.

11 NEW "K" STYLE ALUMINUM GUTTER

12 3" DIA. ROUND DOWNSPOUT SYSTEM. CONNECT TO NEW 100

GALLON RAIN HARVESTING TANK.

13 PAINT ALL INTERIOR WALLS, DOORS, CEILINGS, AND CABINETS.

FINISH TO MATCH EXISTING. COORDINATE WITH CO.

14 NEW SMOKE DETECTORS AND FIRE EXTINGUISHERS

15 NEW WINDOW BLINDS

16 PREP EXISTING WOOD FLOORING, STAIRS, AND RAILING FOR NEW

PAINT. FINISH TO MATCH EXISTING. COORDINATE WITH CO.

MASONRY INFILL WITH LIKE

IN KIND BRICK AND COMPLY

WITH THE SECRETARY OF

THE INTERIOR'S STANDARDS

FOR TREATMENT OF

HISTORIC PROPERTIES.

VERIFY DEPTH IN FIELD.

EXISTING MASONRY WALL

EXISTING INTERIOR WALL

MASONRY INFILL WITH LIKE

IN KIND BRICK AND COMPLY

WITH THE SECRETARY OF

THE INTERIOR'S STANDARDS

FOR TREATMENT OF

HISTORIC PROPERTIES.

VERIFY DEPTH IN FIELD.

EXISTING MASONRY WALL

NEW HURRICANE RATED

WINDOW

PROTECT EXISTING TILE

PROTECT EXISTING TILE

CAULK

SHIM, SEALANT, AND

BACKER RODS

SHIM, SEALANT, AND

BACKER RODS

EXISTING ROOF FRAMING, SHEATHING, AND DECK.

NEW 5/8" PLYWOOD ROOF SHEATHING. SEE S101.

NEW ROOF DECKING. SEE 2/S101.

NEW ROOF RAFTER. SEE 2/S101.

NEW 2X BLOCKING BETWEEN RAFTERS. SEE 3/S202.

NEW PT 2X4 TO GIVE THE LOOK OF THE EXISTING BRICK CORBEL.

EXISTING MASONRY WALL

NEW ASPHALT SHINGLES ON SELF-ADHERING,

HIGH TEMPERATURE UNDERLAYMENT.

NEW PT (4)-2X8 LEDGER

ANCHORED TO EXISTING

BRICK WALL. SEE 3/S202.

NEW CONT 2X BLOCKING.

FASTEN TO EXISTING

BRICK WALL. SEE 3/S202.

SECOND FLOOR

8'-10"

NOTE:

A. USE SALVAGED WOOD BRACING

TO RECREATE.

B. SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

V

IF

/2

V

IF

/2

VIF

3' - 11 5/8"

V

IF

.6

V

IF

44.3 50°

VIF

3' - 10"

EXISTING MASONRY WALL

NEW 6X6 WOOD BEAM (VIF)

TO MATCH HISTORIC, TYP.

SEE NOTE BELOW.

VIF

1' - 0 3/4"

ALIGN WITH EXISTING POCKETS IN

MASONRY WALL AT ALL LOCATIONS.

NEW 5/8" PLYWOOD ROOF SHEATHING. SEE S101.

NEW ROOF DECKING. SEE S101.

NEW ROOF RAFTER. SEE S101.

NEW GUTTER AND DOWNSPOUT SYSTEM. SEE 1/A151.

NEW BRICK COLUMN

NEW 1X FIBER CEMENT TRIM WRAP WITH

INTERNAL BLOCKING AS NEEDED (NOT

SHOWN) TO ENCLOSE STEEL BEAM, PAINTED.

NEW STEEL BEAM. SEE S101 AND S202.

NEW 6X6 WOOD BEAM TO MATCH HISTORIC. SEE 4/A351.

NEW 1X FIBER CEMENT FASCIA TO DIMENSIONALLY

MATCH HISTORIC COMPONENTS, PAINTED.

NEW ASPHALT SHINGLES ON SELF-ADHERING,

HIGH TEMPERATURE UNDERLAYMENT.

NEW STEEL COLUMN. SEE S101 AND S202.

V

IF

VIF

11 5/8"

NEW WOOD BLOCKING.

SEE 2/S202.

SEE STRUCTURAL DRAWINGS

D R

A W

IN

G

S

S E

E S

T R

U C

T

S T

R U

C T

S E

E

NEW BRICK COLUMN

NEW STEEL COLUMN. SEE S101 AND S201.

NEW CONCRETE SLAB-ON GROUND. SEE S101 AND S201.

NEW 4" CMU GROUT SOLID.

SEE S101 AND S201.

NEW CONCRETE FOOTING.

SEE S101 AND S201.

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. PROTECT EXISTING HISTORIC FEATURES. ANY EXISTING ITEM TO

REMAIN THAT IS DAMAGED SHALL BE REPLACED WITH AN EQUAL

ITEM OR BETTER AS APPROVED BY THE CONTRACTING OFFICER AT

NO COST TO THE GOVERNMENT.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLIES WITH THE

SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

G. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

H. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

I. ALL EXPOSED WOOD ELEMENTS TO BE CYPRESS, PAINT FINISH TO

BE WHITE. COORDINATE WITH THE CONTRACTING OFFICER FOR

FINAL FINISHES.

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

/9

/2

:2

:1

A M

SECTION DETAILS

A351 D.Designer

A.Author

C.Checker

11 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

1 0 1 2

SCALE OF FEET

A351

1 WALL SECTION AT WALL INFILL

A351

2 WALL SECTION AT WINDOW INFILL

A351

3 DETAIL AT NEW ROOF AND EXIST ROOF

A351

4 DETAIL OF BRACKET

A351

5 DETAIL AT NEW STEEL BEAM

A351

6 DETAIL AT BRICK COLUMN FOOTING

F

GENERAL DOOR NOTES:

A. FIELD VERIFY ALL EXTERIOR DOOR AND WINDOW DIMENSIONS

PRIOR TO ORDERING.

B. COORDINATE KEY SYSTEM WITH THE CONTRACTING OFFICER.

C. UNLESS OTHERWISE NOTED, ALL DOOR THICKNESSES TO BE 1 3/4".

D. SEE SPECIFICATION FOR ADDITIONAL INFORMATION.

E. ALL EXTERIOR WINDOWS AND DOORS TO BE HURRICANE RATED,

SEE SPECIFICATIONS.

F. GENERAL CONTRACTOR TO ENSURE THAT EXTERIOR DOOR

GLAZING MATCHES ALL OTHER EXTERIOR GLAZING IN PROJECT.

G. ALL EXTERIOR WINDOWS AND DOORS TO MATCH ORIGINAL

HISTORIC CHARACTERISTICS AND COMPLY WITH THE SECRETARY

OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC

PROPERTIES.

H. ALL WINDOW INTERIOR AND EXTERIOR ARCHITECTURAL WOOD

CASING, MOLDING, AND TRIM SHALL BE REPLACED WITH LIKE IN KIND

MATERIALS AND COMPLY WITH THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

I. ALL WINDOWS TO BE TRUE DIVIDED LITES.

J. THE GENERAL CONTRACTOR TO SUBMIT A FULL-SIZE WINDOW

MOCK-UP FOR REVIEW.

K. THE GENERAL CONTRACTOR TO COORDINATE WITH THE

CONTRACTING OFFICER PRIOR TO ORDERING ANY DOORS AND

WINDOWS.

H E

IG

H

T

WIDTH

W1

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

/9

/2

:2

:1

A M

DOOR AND WINDOW

SCHEDULEA601

D.Designer

A.Author

C.Checker

12 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK08/04/2023

NOT TO SCALEA601

1 DOOR PANEL TYPES

DOOR AND FRAME SCHEDULE

D O

O R

N U

M B

E R

DOOR PANEL(S) DOOR FRAME

NOTEST

Y

P E

O

F P

A N

E L (S

) SIZE

M A

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F

IN

IS

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M A

T E

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F

IN

IS

H

DETAIL #

W

ID

T H

H E

IG

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IC

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N E

S S

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A D

J A

M B

S

IL

L

101 F 1 3'-0" 6'-9" 1 3/4" WOOD PAINT WOOD PAINT -- -- -- HURRICANE RATED. FOUR-PANEL

TO MATCH HISTORIC CHARACTER.

102 F 1 2'-8" 6'-9" 1 3/4" WOOD PAINT WOOD PAINT -- -- -- HURRICANE RATED. FOUR-PANEL

TO MATCH HISTORIC CHARACTER.

WINDOW SCHEDULE

W

IN

D O

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B E

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T Y

P E

SIZE

WINDOW STYLE M

A

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IN

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DETAIL #

NOTESW

ID

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H E

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H E

A D

JA

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IL

L

A W1 3'-2 1/2" 5'-6" DOUBLE-HUNG ALUM/

WOOD

PAINT HURRICANE RATED. SIX-OVER-SIX TO

MATCH HISTORIC CHARACTER.

B W1 3'-2 1/2" 3'-8" DOUBLE-HUNG ALUM/

WOOD

PAINT HURRICANE RATED. SIX-OVER-SIX TO

MATCH HISTORIC CHARACTER.

C W1 3'-3" 5'-6" DOUBLE-HUNG ALUM/

WOOD

PAINT HURRICANE RATED. SIX-OVER-SIX TO

MATCH HISTORIC CHARACTER.

D W1 3'-3" 5'-7" DOUBLE-HUNG ALUM/

WOOD

PAINT HURRICANE RATED. SIX-OVER-SIX TO

MATCH HISTORIC CHARACTER.

E W1 3'-3" 5'-6 1/2" DOUBLE-HUNG ALUM/

WOOD

PAINT HURRICANE RATED. SIX-OVER-SIX TO

MATCH HISTORIC CHARACTER.

NOT TO SCALEA601

2 WINDOW TYPES

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

/3

/2

:2

:5

P M

GENERAL NOTES

S001 08/04/2023

J. O'BRIEN

M. DIDIER

M. PLANER

13 19

LOGGERHEAD KEY KITCHEN BUILDING XX

XXXXXX

DRTO 216655B

DRY TORTUGAS NATIONAL PARK

GENERAL

A. THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL DRAWINGS.

NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY

STRUCTURAL DRAWINGS OR SPECIFICATIONS.

B. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR

PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR

ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OTHERWISE.

C. ALL DESIGN AND CONSTRUCTION IS BASED ON AND SHALL BE IN

ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, &

INTERNATIONAL EXISTING BUILDING CODE, 2021 EDITION. ALL

REFERENCED STANDARDS SHALL BE OF THE EFFECTIVE DATE

NOTED IN THE CONTROLLING BUILDING CODE.

D. CONSTRUCTION DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO,

THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS),

BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR

MATERIAL PREPARED AND SUBMITTED BY THE GENERAL

CONTRACTOR.

E. CONSTRUCTION DOCUMENTS SHALL GOVERN IN THE EVENT OF A

CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF

ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT

OCCURS WITHIN THE CONSTRUCTION DOCUMENTS, THE STRICTEST

REQUIREMENT SHALL GOVERN.

F. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SITE CONDITIONS AND NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE

ARCHITECTURAL DRAWINGS.

G. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND

WRITTEN REQUEST FOR INFORMATION TO THE CONTRACTING

OFFICER FOR DIMENSIONS NOT PROVIDED.

H. THE STRUCTURE SHOWN ON THESE DRAWINGS IS

SELF-SUPPORTING ONLY IN ITS COMPLETED FORM. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN,

ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION

BRACING AND SHORING.

I. NO PROVISIONS HAVE BEEN MADE IN THE DESIGN FOR THE

SUPPORT OF A CONCENTRATED LOAD FROM PLUMBING,

MECHANICAL OR HVAC EXCEPT AS SHOWN ON THE DRAWINGS.

J. THE GENERAL CONTRACTOR SHALL COORDINATE ALL SIZES AND

LOCATIONS OF FLOOR, ROOF, AND WALL PENETRATIONS WITH

MECHANICAL AND ARCHITECTURAL DRAWINGS. ALL PENETRATIONS

NOT SHOWN ON STRUCTURAL DRAWINGS MUST BE APPROVED BY

THE CONTRACTING OFFICER UNLESS NOTED OTHERWISE.

K. THE GENERAL CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS

FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR

MECHANICAL EQUIPMENT, PARK-FURNISHED ITEMS, PARTITIONS,

ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

L. ELEVATIONS SHOWN ARE TO TOP OF FOUNDATIONS, SLABS OR

STEEL BEAMS UNLESS NOTED OTHERWISE.

M. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ORDER

TO COMPLY WITH THE CONSTRUCTION DOCUMENTS.

N. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY

WITH ALL APPLICABLE OSHA REGULATIONS.

SHOP DRAWINGS

A. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE

APPLICABLE PROJECT SPECIFICATIONS.

B. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC

CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS

IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC

REQUIREMENTS OF THIS PROJECT AS INDICATED IN THE

CONSTRUCTION DOCUMENTS.

DESIGN LOADS

A. DESIGN ROOF DEAD LOAD:

1. 17 PSF (EXISTING BUILDING ROOF)

2. 10 PSF (PORCH OVERHANG ROOF)

B. DESIGN ROOF LIVE LOAD:

1. 20 PSF

2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED BY

CODE

C. DESIGN ROOF RAIN LOAD

1. DESIGN RAINFALL: 4.5 "/HR (100-YEAR, 1-HOUR RAINFALL)

D. DESIGN SNOW LOAD:

1. GROUND SNOW LOAD, Pg = 0 PSF

E. DESIGN WIND LOAD:

1. ULTIMATE DESIGN WIND SPEED, Vult = 180 MPH

2. NOMINAL DESIGN WIND SPEED Vasd = 140 MPH

3. RISK CATEGORY: II

4. WIND EXPOSURE CATEGORY: D

5. COMPONENTS AND CLADDING WIND PRESSURE: (SEE SCHEDULE)

6. INTERNAL PRESSURE COEFFICIENT (GCpi): +/- 0.18

F. DESIGN SEISMIC INFORMATION:

1. RISK CATEGORY: II

2. MAPPED SPECTRAL RESPONSE COEFFICIENT, Ss = <0.15

3. MAPPED SPECTRAL RESPONSE COEFFICIENT, S1 = <0.04

4. SEISMIC DESIGN CATEGORY: A

5. ANALYSIS PROCEDURE: DESIGN REQUIREMENTS FOR SEISMIC

DESIGN CATEGORY A (ASCE 7, SECTION 11.7 & 1.4)

G. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR

VERTICAL EXPANSION.

EXISTING CONDITIONS

A. THE GENERAL CONTRACTOR SHALL SURVEY THE EXISTING

STRUCTURE TO DETERMINE THAT ALL MODIFICATIONS AS INDICATED

IN THE CONSTRUCTION DOCUMENTS ARE FEASIBLE AND PRACTICAL

AND SHALL REPORT ANY DISCREPANCIES OR UNUSUAL CONDITIONS

TO THE CONTRACTING OFFICER.

B. WHEN EXISTING FRAMING IS SHOWN ON THE STRUCTURAL

DRAWINGS IT IS FOR REFERENCE ONLY AS IT RELATES TO THE

STRUCTURAL SCOPE OF WORK. THE STRUCTURAL DRAWINGS ARE

NOT INTENDED TO BE A COMPREHENSIVE REPRESENTATION OF THE

AS-BUILT EXISTING STRUCTURE.

C. WHERE PORTIONS OF THE NEW CONSTRUCTION ARE INDICATED TO

FIT TO EXISTING CONSTRUCTION, THE GENERAL CONTRACTOR

SHALL VERIFY DIMENSIONS OF EXISTING CONSTRUCTION BY FIELD

MEASUREMENTS BEFORE SUBMISSION OF SHOP DRAWINGS AND

FABRICATION.

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION THAT

MIGHT BE AFFECTED BY OR OTHERWISE INTERFERE WITH

INSTALLATION OF NEW WORK. THIS INCLUDES THOSE THAT MIGHT

BE DAMAGED BY NEW FOUNDATION OR OTHER WORK, AND THOSE

WHOSE PRESENCE MIGHT LEAD TO DAMAGE TO THE NEW WORK

(SUCH AS DIFFERENTIAL SETTLEMENT, ETC.).

E. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

CONTRACTING OFFICER.

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

REPLACED WITH LIKE IN KIND MATERIALS AND COMPLY WITH THE

SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES. COORDINATE WITH THE CONTRACTING

OFFICER.

SPECIAL INSPECTIONS

A. SPECIAL INSPECTIONS ARE REQUIRED IN ADDITION TO THE

INSPECTIONS SPECIFIED IN SECTION 110 OF THE BUILDING CODE.

B. ALL SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH

DIVISION 01 SPECIFICATIONS AND THE STATEMENT OF STRUCTURAL

TESTS AND SPECIAL INSPECTIONS.

WIND DESIGN OF NON-STRUCTURAL COMPONENTS

A. REFER TO THE WIND COMPONENTS AND CLADDING SCHEDULE FOR

WIND PRESSURES TO BE USED FOR THE DESIGN OF EXTERIOR

COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY

INDICATED IN THESE DRAWINGS.

B. THE STRUCTURE SHOWN ON THESE DRAWINGS IS LOCATED IN A

WIND-BORNE DEBRIS REGION.

C. ALL GLAZING SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN

IMPACT-RESISTANT COVERING MEETING THE REQUIREMENTS OF AN

APPROVED IMPACT-RESISTANT STANDARD.

D. ALL COMPONENTS ATTACHED TO THE STRUCTURE SHALL HAVE A

CURRENT FLORIDA PRODUCT APPROVAL AND MIAMI-DADE NOTICE

OF ACCEPTANCE (NOA). COORDINATE NOA REQUIREMENTS WITH

CONTRACTING OFFICER.

REINFORCING STEEL

A. REINFORCING STEEL AND ACCESSORIES WORK SHALL BE IN

ACCORDANCE WITH DIVISION 03 SPECIFICATIONS.

B. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN

OR NOTED IN THE STRUCTURAL DOCUMENTS,…