A6 - Bldg Set pg 1-53 of 53.pdf

THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE REQUIRED TO VISIT THE

PREMISES TO INSPECT EXISTING CONDITIONS, BECOME FAMILIAR WITH LOCAL CONDITIONS

UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS

WITH REQUIREMENTS OF THE DRAWINGS.

ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH COUNTY REGULATIONS AND

CODES, O.S.H.A. STANDARDS, THE CODE STANDARDS LISTED, EXECUTED IN ACCORDANCE

WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS

MANDATED BY THE OWNER AND THE ARCHITECT.

IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT

OF ALL REQUIRED AND NECESSARY PERMITS. ALL CONTRACTORS SHALL OBTAIN

NECESSARY AND APPLICABLE, CITY/COUNTY PERMITS, INSPECTIONS AND APPROVAL PRIOR

TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON

COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS

AND CERTIFICATES TO OWNER UPON REQUEST.

CONTRACTOR SHALL BE REQUIRED TO COORDINATE WORK SCHEDULE TO MINIMIZE

DISRUPTION OF NORMAL ACTIVITIES AND TO AVOID INTERFERENCE WITH ADJACENT

OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE

PRECAUTIONS TO PROTECT SURROUNDINGS, MATERIALS AND EXISTING FINISHES

THROUGHOUT ALL PHASES OF CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS TO

BE MAINTAINED BY CONTRACTOR. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION,

MATERIALS OR EQUIPMENT TO BE RESTORED TO ORIGINAL CONDITION.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF TRASH AND DEBRIS FROM JOB SITE

ON A DAILY BASIS. FINAL CLEAN-UP WITHIN SCOPE OF WORK:

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED

TRADES AND VENDORS NECESSARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS.

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY

DISCREPANCIES FOR CLARIFICATION

ALL WORK SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE, GENERAL

CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, CURRENT EDITION OF NATIONAL

ELECTRIC CODE, INTERNATIONAL PLUMBING, AND MECHANICAL CODE, RECOGNIZED

INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURERS

RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES.

THE DESIGN PROFESSIONAL DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN

ANY RESPECT OTHER THAN THAT OUR PROFESSIONAL WORK AND JUDGEMENT RENDERED

MEET THE STANDARDS OF CARE OF OUR PROFESSION.

THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE

APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREON OR NOT, PRIOR TO

ANY EXCAVATION ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE

CONTRACTOR.

THE FLOOR ON BOTH SIDES OF A DOOR SHALL BE LEVEL AND SHALL HAVE THE SAME

ELEVATION ON BOTH SIDES OF THE DOOR, FOR A DISTANCE ON EACH SIDE EQUAL TO THE

WIDTH OF THE WIDEST SINGLE DOOR.

FIRE EXTINGUISHERS SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE

SHALL BE A MINIMUM OF 2A-10BC AND SHALL BE INSTALLED AT A MAXIMUM OF 48" A.F.F. TO

THE TOP OF THE HANDLE.

PROVIDE CONT. SOLID BLOCKING, AS REQUIRED, IN WALLS TO RECEIVE ACCESSORY ITEMS

INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

HANDRAILS

TOILET ROOM ACCESSORIES

GRAB BARS

FIRE EXTINGUISHER CABINETS & BRACKETS

CABINETS AND SHELVES

CLEAN WALLS, DOORS, DOOR FRAMES, HANDRAILS, GUARDRAILS, ETC. PER

MANUFACTURERS RECOMMENDATIONS PRIOR TO SEALING AND PAINTING.

REFER TO THE STRUCTURAL DRAWINGS FOR INFORMATION ON CONSTRUCTION AND

CONTROL JOINTS IN CONCRETE SLABS AND CONCRETE AND MASONRY WALLS. SLAB JOINTS

ARE SPECIFIED AND LOCATED ON THE STRUCTURAL DRAWINGS.

TEMPORARY SIGNS: PROVIDE SIGNS AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS

SEEKING ENTRANCE TO PROJECT.

PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS.

MAINTAIN AND TOUCH UP SIGNS SO THEY ARE LEGIBLE AT ALL TIMES.

PHASING: THIS PROJECT IS BROKEN INTO TWO (2) PHASES.

PHASE ONE CONSISTS OF THE FOLLOWING BUILDINGS: BUILDING 100 - DAY USE RESTROOM

BUILDING, BUILDING 200 - WELL HOUSE, BUILDING 300 - CAMPGROUND BATH HOUSE, BUILDING 400 - STORAGE BUILDING, BUILDING 500 - PICNIC PAVILION, AND BUILDING 700 - WELL HOUSE.

PHASE TWO CONSISTS OF THE FOLLOWING BUILDING: BUILDING 600 - CAMPGROUND BATH

HOUSE.

OWNER

OWNER'S REP/ 24 HOUR CONTACT

ARCHITECT

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

MARK LORAH, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: mlorah@thejlagroup.com

USDA FOREST SERVICE

ANDREW HOLLIDAY, FOREST LANDSCAPE ARCHITECT

4931 BROAD RIVER ROAD

COLUMBIA, SC 29063

PHONE: 839-228-0239

EMAIL: andrew.holliday@usda.gov

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

MICHAEL N. BOOKER, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: nbooker@thejlagroup.com

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

HERB GILLIAM, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: hgilliam@theJLAgroup.com

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

WATSON LEE DORN III, NCARB, AIA

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: ldorn@thejlagroup.com

CIVIL ENGINEER

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

WILL BUCHANAN, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: wbuchanan@thejlagroup.com

ELECTRICAL ENGINEER

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

HOWARD WAYT, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: hwayt@thejlagroup.com

WALL TYPE

TYPICAL DIMENSION INDICATOR

DETAIL/PLAN KEY

SECTION KEYS

DIRECTION OF

SECTION

INTERIOR ELEVATION KEY

REVISION INDICATION

REVISION NUMBER

AREA REVISED

DOOR NUMBER

GLASS TYPE

DRAWING NAME

ENLARGED DETAIL INDICATOR

DIRECTION OF SECTION

TERMINATION OF SECTION

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF DETAIL

BUILDING SECTION

LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF SECTION

WALL SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF SECTION

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF DETAIL

COLUMN GRID REFERENCE

TERMINATION OF SECTION

DRAWING SCALE

DRAWING LOCATION ON SHEET GRID

A

1 View Name

SCALE: 1/8" = 1'-0"A101

A1 A-101

SIM

A1 A-101

SIM

A1

A-101

SIM

A1 A-101

SIM

01_FLOOR

12'-0"

CENTERLINE

9 1/2"

FLOOR ELEVATION

ROOM NAME AND AREA

A

ELEVATION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF ELEVATION

DIRECTION OF ELEVATION

A-8011

ROOM NAME

150 SF

1i

A-201 A1

SHEET IDENTIFIER FOR

LOCATION OF DETAIL

BUILDING ELEVATION KEY

ELEVATION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR

LOCATION OF ELEVATION

DIRECTION OF ELEVATION

A-4011

SEE DOOR SCHED.

SEE FINISH SCHED.

6" 8'

-0

4'-0"

GENERAL CONTRACTOR:

PROJECT:

3" 3"

2' -4

3"

2' -1

0" 2'

-4

1 1/2" HIGH ARIAL TEXT (BLACK)

PROJECT TEXT TO MATCH

OWNER/BUILDER PREFERENCE

3" WIDE BORDER AROUND

PERIMETER OF SIGN

JLA IMAGE w/ BORDER

1 1/2" HIGH ARIAL TEXT (BLACK)

CONTRACTOR NAME AND LOGO-

STYLE AND COLORS AS REQUIRED

4x4 SUPPORT POST TO EXTEND 2'-0"

BELOW GRADE

GRADE

ARCHITECT/ENGINEER:

1 1/2" HIGH ARIAL TEXT (BLACK)

3"

FRANCIS MARION AND SUMTER NATIONAL FORESTS

USDA FOREST SERVICE

4931 BROAD RIVER ROAD, COLUMBIA, SC 29063

BUCK HALL RECREATION AREA

RECONSTRUCTION

INDEX OF DRAWINGS

PROJECT TEAM

PROJECT LOCATION MAPGENERAL NOTES:

GRAPHIC SYMBOLS

JOBSITE SIGN

1099 BUCK HALL LANDING RD., McCLELLANVILLE, SOUTH CAROLINA 29458

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:01 :42

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

G-001

EH

CTH

WLD

3094.2201

COVER SHEET

1 G-001 COVER SHEET

2 G-002 BUILDING INFORMATION / CODE ANALYSIS

ARCHITECTURAL

3 A-101 BUILDING 100 - DAY USE RESTROOM BUILDING - FLOOR PLAN,

REFLECTED CEILING PLAN & ROOF PLAN

4 A-102 BUILDING 100 - DAY USE RESTROOM BUILDING - EXTERIOR

ELEVATIONS

5 A-103 BUILDING 100 - DAY USE RESTROOM BUILDING - BUILDING SECTIONS

6 A-201 BUILDINGS 200/700 - WELL HOUSE - FLOOR PLAN, REFLECTED

CEILING PLAN, SECTION & ELEVATIONS

7 A-301 BUILDINGS 300/600 - CAMPGROUND BATH HOUSE - FLOOR PLAN &

REFLECTED CEILING PLAN

8 A-302 BUILDINGS 300/600 - CAMPGROUND BATH HOUSE - EXTERIOR

ELEVATIONS

9 A-303 BUILDINGS 300/600 - CAMPGROUND BATH HOUSE - BUILDING

SECTIONS

10 A-304 BUILDINGS 300/600 - ROOF PLAN

11 A-401 BUILDING 400 - STORAGE BUILDING - FLOOR PLAN, REFLECTED

CEILING PLAN, SECTION & ELEVATIONS

12 A-501 BUILDING 500 - PICNIC PAVILION - FLOOR PLAN, RCP, ELEVATIONS &

BUILDING SECTION

13 A-901 DOOR, WINDOW SCHEDULE, DETAILS

14 A-902 INTERIOR FINISH PLAN, SCHEDULE, NOTES, SPECIFICATIONS

15 A-903 TOILET ACCESSORIES, TOILET FIXTURES AND MOUNTING HEIGHTS

16 A-904 WALL SECTIONS

17 A-905 ROOF DETAILS

STRUCTURAL

18 S-001 GENERAL NOTES

19 S-101 BUILDING 100 - DAY USE RESTROOM BUILDING - FOUNDATION, SLAB

AND FRAMING PLANS

20 S-201 BUILDINGS 200/700 - WELL HOUSE - FOUNDATION, SLAB AND

FRAMING PLANS

21 S-301 BUILDINGS 300/600 - CAMPGROUND BATH HOUSE - FOUNDATION,

SLAB AND FRAMING PLANS

22 S-401 BUILDING 400 - STORAGE BUILDING - FOUNDATION, SLAB AND

FRAMING PLANS

23 S-501 BUILDING 500 - PICNIC PAVILION - FOUNDATION, SLAB AND FRAMING

PLANS

24 S-601 CONCRETE SECTIONS AND DETAILS

25 S-602 SITE SIGNAGE CONCRETE SECTIONS AND DETAILS

26 S-701 MASONRY SECTIONS AND DETAILS

27 S-801 WOOD SECTIONS AND DETAILS

PLUMBING

28 P-001 PLUMBING GENERAL NOTES & LEGEND

29 P-101 BUILDING 100 - DAY USE RESTROOM BUILDING - PLUMBING PLANS

30 P-301 BUILDING 300/600 - CAMPGROUND BATH HOUSE - PLUMBING PLANS

31 P-501 PLUMBING SCHEDULES

32 P-601 PLUMBING DETAILS

33 P-701 PLUMBING RISER DIAGRAMS

MECHANICAL

34 M-001 HVAC GENERAL NOTES & LEGEND

35 M-101 BUILDING 100 - DAY USE RESTROOM BUILDING - HVAC PLAN

36 M-201 BUILDING 200/700 - WELL HOUSE - HVAC PLAN

37 M-301 BUILDING 300/600 - CAMPGROUND BATH HOUSE - HVAC PLAN

38 M-501 HVAC SCHEDULES

39 M-601 HVAC DETAILS

ELECTRICAL

40 E-001 ELECTRICAL NOTES AND SYMBOLS

41 ES001 ELECTRICAL SITE PLAN

42 ES002 ELECTRICAL SITE PLAN

43 ES003 ELECTRICAL SITE PLAN

44 ES004 ELECTRICAL SITE PLAN

45 ES005 ELECTRICAL SITE PLAN

46 E-101 BUILDING 100 - DAY USE RESTROOM BUILDING - POWER AND

LIGHTING PLAN

47 E-201 BUILDING 200/700 - WELL HOUSE - POWER AND LIGHTING PLAN

48 E-301 BUILDING 300 - CAMPGROUND BATH HOUSE - POWER AND LIGHTING

PLAN

49 E-302 BUILDING 600 - CAMPGROUND BATH HOUSE - POWER AND LIGHTING

PLAN

50 E-401 BUILDING 400 - STORAGE BUILDING - POWER AND LIGHTING PLAN

51 E-501 BUILDING 500 - PICNIC PAVILION - POWER AND LIGHTING PLAN

52 E-601 ELECTRICAL SCHEDULES AND DETAILS

53 E-602 ELECTRICAL SCHEDULES

PROJECT LOCATION

Buck Hall Recreation Area and Boat Landing

FINAL CDS 01/30/25

8"

8"

BA

SE

LI

N

E O

F

LO

W

ES

T

TE

XT

" M

IN

BA

SE

LI

N

E O

F H

IG

H

ES

T

TE

XT

" M

AX

TEXT

TEXT

9"

T-TURN OPTION

60 MIN

M

IN

12 MIN

36 MIN

12 MIN

M

IN

M

IN

5'-7" TURNING RADIUS

ø 5'-7"

8"

8"

8"

8"

305.3.1

SIZE OF CLEAR FLOOR SPACE - NEW BUILDINGS

52 MIN

M

IN

306.2(A)

TOE CLEARANCE - ELEVATION

M

IN

6 MAX

306.3(A)

KNEE CLEARANCE - ELEVATION

11 MIN

M

IN

8 MIN

M

IN

FIGURE 604.9.3.1(A)

WHEELCHAIR TOILET COMPARTMENT DOOR OPENING

LOCATION - DOOR SWINGING IN ON FRONT WALL OF PARTITION

4 MAX

56 MIN

M

IN

0-

-4

M

AX

5-

-4

M

AX

ST

AN

D

IN

G U

SE

C

H

IL

D R

EN

ST

AN

D

IN

G U

SE

AD

U

LT

FIGURE 602.3.2

STANDING USE DRINKING FOUNTAIN SPOUT

HEIGHT AND LOCATION

FIGURE 602.2.1(A)

CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING

FOUNTAINS

52 MIN

M

IN

430-635 17-25

A = 75 FT S-1 = 100 FT U = 100 FT

A = 200 FT S-1 = 200 FT U = 300 FT

20 FT

COMMON PATH (IBC TABLE 1006.2.1)

TRAVEL DISTANCES

TRAVEL DISTANCE (IBC 1017.2)

DEAD END (IBC 1020.4)

ROOF CONSTRUCTION

***including supporting beams & joists

***including supporting beams & joists

FLOOR CONSTRUCTION

NONBEARING WALLS & PARTITIONS

INTERIORS

BEARING WALLS

EXTERIORS

FIRE RESISTANCE RATING REQUIRED (IBC TABLE 601, 602)

OCCUPANT LOAD (IBC SECT. 1004 & TABLE 1004.5)

OCCUPANCY TYPE (IBC CHAPTER 3)

STRUCTURAL FRAME

***including columns, girders and trusses

HEIGHT ALLOWED

HEIGHT BY DESIGN (Max)

BUILDING HEIGHT (IBC TABLE 504.3 & 504.4)

Top of highest ridge & 1 STORY

A-3 = 55'-0" & 2 STORIES

IFC - INTERNATIONAL FIRE CODE

IPC - INTERNATIONAL PLUMBING CODE

IMC - INTERNATIONAL MECHANICAL CODE

IFGC - INTERNATIONAL FUEL GAS CODE

NATIONAL ELECTRICAL CODE - NFPA 70

ASHRAE - 90.1

IBC - INTERNATIONAL BUILDING CODE

ABAAS ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

20'-10"

TYPE OF CONSTRUCTION (IBC CHAPTER 6)

SPRINKLER REQUIRED (IBC CHAPTER 9, SECTION 903.2) YES XNO

IIBIBC

BUILDING FLOOR AREA ALLOWED PER FLOOR (IBC TABLE 506.2)

ALLOWED A-3:

BY DESIGN:

SPRINKLER PROVIDED: YES NO

IBC HR

IBC HR

IBC HR

IBC HR

IBC HR

INTERIORS

EXTERIORS IBC HR

IBC HR

X

9,500 SF

781 SF

Unconcentrated Assembly @ 15 net SF/Occ

REQUIRED MEANS OF EGRESS

PER IBC 1005.3.2: Opening Width in Inches divided by 0.2 = Opening capacity

EGRESS CAPACITY (MINIMUM 34" PROVIDED): 34 / .2 = 170 OCCUPANTS

CODE ANALYSIS

MINIMUM STATE ADOPTED STANDARD CODES

REVIEW PER DESIGN

LESS THAN 300 OCCUPANTS

2021 EDITION

2021 EDITION

2021 EDITION

2021 EDITION

2019 EDITION

2020 EDITION

2021 EDITION

2015 EDITION

CONSTRUCTION NARRATIVE

BUCK HALL RECREATION AREA: All architectural construction shall comply with the requirements of the US Forest Service’s Southern Region Design and Constructions Standards for Southern Region Facilities as the governing document, the International Building Code (IBC) 2021, the International Energy Conservation Code (IECC) 2009, and in accordance with ASCE 24 Flood Resistant Design and Construction. This construction project has been broken into 2 phases. Phase 1 will provide six (6) new vertical structures constructed in the recreation area as follows: Day-Use Bath House (918 SF), Two Well House Buildings (135 SF each), Phase 1 Campground Bath House Building (1760 SF), Storage Building (369 SF), and Picnic Shelter (781 SF). Phase 2 will provide one (1) new vertical structure in the recreation area as follows: Phase 2 Campground Bath House Building (1760 SF). The buildings will be constructed with CMU walls, wood framed roof systems, and standing seam metal roofing.

UIBC

PER IBC 1006.2.1, NUMBER OF EXITS REQUIRED = 1

S-1 = 55'-0" & 2 STORIES

Accessory storage areas @ 300 gross SF/Occ

PLUMBING FIXTURES

TOILETS:

FOREST SERVICE HANDBOOK - Recreation Site Handbook - Planning & Design of Developed Recreation Sites & Facilities (Per FSH 2309.13 Chapter 10 13.1.5) 1 toilet per 35 PAOT* (* = recommended rule)

PHASE 1 Day-Use @ 163 PAOT / 35 = 5 required* Provided 4 All-Gender restrooms (* = directed to provide 4 All-Gender restrooms)

PHASE 1 25 Sites - Campground Bath House @ 125 PAOT / 2 = 63 male & 63 female = 4 required* Provided 3 male 3 female & 2 All-Gender Restrooms (* = directed to provide 6 in multi-occupant restrooms & 2 All-Gender Restrooms)

PHASE 2 23 Sites - Campground Bath House @ 115 PAOT / 2 = 58 male & 58 female = 4 required* Provided 3 male 3 female & 2 All-Gender Restrooms (* = directed to provide 6 in multi-occupant restrooms & 2 All-Gender Restrooms)

LAVATORIES:

(Per IBC 2902.1 for Assembly - Museum, Lecture Hall, Libraries,...) 1 per 125 Male & 1 per 65 Female

PHASE 1 Day-Use @ 163 PAOT / 2 = 82 Male & 82 Female = 1 male required & 2 female required Provided 4 All-Gender restrooms PHASE 1 Campground Bath House @ 125 PAOT / 2 = 63 Male & 63 Female = 1 male required & 1 female required Provided 3 male 3 female & 2

All-Gender Restrooms PHASE 2 Campground Bath House @ 115 PAOT / 2 = 58 Male & 58 Female = 1 male required & 1 female requiredProvided 3 male 3 female & 2

All- Gender Restrooms

DRINKING FOUNTAIN:

(Per IBC 2902.1 for Assembly - Museum, Lecture Hall, Libraries,...) 1 per 500

PHASE 1 Day-Use @ 163 PAOT / 500 = 1 required 2 Provided PHASE 1 Campground Bath House @ 125 PAOT / 500 = 1 required 2 Provided PHASE 2 Campground Bath House @ 115 PAOT / 500 = 1 required 2 Provided

SERVICE SINKS:

(Per IBC 2902.1 for Assembly - Museum, Lecture Hall, Libraries,...) 1 per occupied building

PHASE 1 Day-Use = 1 required 1 Provided PHASE 1 Campground Bath House = 1 required 1 Provided PHASE 2 Campground Bath House = 1 required 1 Provided

GROUP S-1:

GROUP A-3:

REQUIRED = 0 HR PROVIDED = 0 HRCORRIDOR FIRE-RESISTANCE RATING (IBC TABLE 1020.2)

Day-Use Bath House

UIBC

Well House

UIBC

Campground Bath House

S-1 (or U)IBC

Storage

A-3IBC

Picnic Shelter

IIBIBC IIBIBC IIBIBC IIBIBC

ALLOWED S-1:

BY DESIGN:

17,500 SF

396 SF

ALLOWED U:

BY DESIGN:

8,500 SF

1,760 SF

ALLOWED U:

BY DESIGN:

8,500 SF

135 SF

ALLOWED U:

BY DESIGN:

8,500 SF

918 SF

U = 55'-0" & 2 STORIES

Locker Room @ 50 gross SF/Occ GROUP U:

781 SF/15 = 52 Occ 396 SF/300 = 2 Occ1,760 SF/50 = 36 Occ 135 SF/50 = 3 Occ 918 SF/50 = 19 Occ Day-Use Bath House Well House Campground Bath House Storage Picnic Shelter

OCCUPANT LOAD (FSORAG):

Phase 1 DAY-USE AREA: 35 Parking spaces + 30 Trailer spaces = 65 spaces @ 2.5 PAOT/Space = 163 Occupants Phase 1 CAMPGROUND: 25 Camp sites @ 5 PAOT = 125 Occupants

NFPA 101 - LIFE SAFETY CODE 2020 EDITION

(Buildings 200 & 700) (Phase 1 & Phase 2)

Phase 2 CAMPGROUND: 23 Camp sites @ 5 PAOT = 115 Occupants

< ANGLE

C CENTERLINE

C CHANNEL

d PENNY

T PERPENDICULAR

P PLATE

Ø DIAMETER

ABV ABOVE

AFF ABOVE FINISH FLOOR

ACC ACCESS

AP ACCESS PANEL

ACOUS ACOUSTICAL

ACT ACOUSTICAL TILE

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

ADJT ADJUSTABLE

A/C AIR CONDITIONING

ALT ALTERNATE

AL ALUMINUM

ALUM ALUMINUM

ANC ANCHOR, ANCHORAGE

AB ANCHOR BOLT A

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

BACC BATH ACCESSORY

BSMT BASEMENT

BM BEAM

BRG BEARING

BRG PL BEARING PLATE

BEL BELOW

BET BETWEEN

BEV BEVELED

BIT BITUMINOUS

BLK BLOCK

BLKG BLOCKING

BD BOARD

BS BOTH SIDES

BW BOTH WAYS

BOT BOTTOM

BRK BRICK

BLDG BUILDING

BUR BUILT UP ROOFING

L

L

BBD BULLETIN BOARD

CAB CABINET

CPT CARPET (ED)

CB CATCH BASIN

CK CALK (ING) CAULK (ING)

CLG CEILING

CT CERAMIC TILE

CHBD CHALKBOARD

CIRC CIRCUMFERENCE

CO CLEAN OUT

CLR CLEAR (ANCE)

CMU CONCRETE MASONRY UNIT

CNR. BD. CORNER BEAD

CFSSF COLD FORMED STRUCTURAL

STEEL FRAME

CFSSM COLD FORMED STRUCTURAL

STEEL MEMBER

COL COLUMN

COMP COMPRESS (ED) (ION) (IBLE)

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACT (OR)

CJ CONTROL JOINT

CG CORNER GUARD

CORR CORRUGATED

CTR COUNTER

CFL COUNTERFLASHING

CSG. BD. CASING BEAD

CTSK COUNTERSINK

DPR DAMPER

DP DAMPPROOFING

DL DEAD LOAD

DEM DEMOLISH, DEMOLITION

DMT DEMOUNTABLE

DEPR DEPRESSED

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DR DOOR

DA DOUBLE ACTING

DS DOWNSPOUT

D DRAIN

DT DRAIN TILE

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DW DUMBWAITER

EXF EXHAUST FAN

ELEC ELECTRIC (AL)

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EXH EXHAUST

EXIST EXISTING

EB EXPANSION BOLT

EJ EXPANSION JOINT

EXPD EXPOSED

EXT EXTERIOR

F/CONC FACE OF CONCRETE

F/FIN FACE OF FINISH

F/MAS FACE OF MASONRY

F/STUDS FACE OF STUDS

FFH FACTORY FINISH

FAS FASTEN (ER)

FGL FIBERGLASS

FIN FINISH (ED)

FFL FINISHED FLOOR LINE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHS FIRE HOSE STATION

FHC FIRE HOSE CABINET

FPRF FIREPROOF FLASH FLASHING

FLSG FLASHING

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FLX FLEXIBLE

FL FLOOR (ING)

FD FLOOR DRAIN

FLUR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FR FRAME (D) (ING)

FS FOREST SERVICE

BO FURNISHED BY OTHERS

FUR FURRED (ING)

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GLA GLASS, GLAZING

GLULAM GLUE LAMINATED WOOD BEAM

GVL GRAVEL

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM BOARD

HDW HARDWARE

HP HIGH POINT

HTG HEATING

HVAC HEATING/VENTILATING/AIR

-CONDITIONING

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HK HOOK (S)

HORIZ HORIZONTAL

HB HOSE BIBB

HWH HOT WATER HEATER

INCL INCLUDE (D) (ING)

ID INSIDE DIAMETER

ILO IN LIEU OF

INSUL INSULATE (D) (ION)

INT INTERIOR

INV INVERT

JC JANITOR'S CLOSET

JT JOINT

KPL KICKPLATE

KIT KITCHEN

KO KNOCKOUT

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

L LENGTH

LT LIGHT

LL LIVE LOAD

LVR LOUVER

LP LOW POINT

MFR MANUFACTURE (ER)

MAS MASONRY

MO MASONRY OPENING

MAT MATERIAL (S)

MAX MAXIMUM

MECH MECHANIC (AL)

MED MEDIUM

MFL (WALL)

MTL METAL

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MR MOP RECEPTOR

MULL MULLION

NRC NOISE REDUCTION COEFFICIENT

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER (S)

OFD OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

OA OVERALL

OH OPPOSITE HAND

OHD OVERHEAD

PAOT PERSONS AT ONE TIME

PNT PAINT (ED)

PNB PANIC BAR

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PLAM PLASTIC LAMINATE

PL PLATE

PLY. WD. PLYWOOD

PWD PLYWOOD

PT PRESERVATIVE TREATED

PFB PREFABRICATE (D)

PFN PREFINISHED

PM PRESSED METAL

QT QUARRY TILE

RAD RADIUS

REF REFERENCE

REFL REFLECT (ED) (VE) (OR)

RB RESILIENT BASE

RA RETURN AIR

REV REVISION (S) REVISED

R RISER

RD ROOF DRAIN

RDC ROOF DRAIN CONDUCTOR

RFG ROOFING

RM ROOM

RO ROUGH OPENING

SFGL SAFETY GLASS

SCH SCHEDULE

SNT SEALANT

STG SEATING

SEC SECTION

SSK SERVICE SINK

SHTH SHEATHING

SHT SHEET

SIM SIMILAR

SC SOLID CORE

SPK SPEAKER

SPEC SPECIFICATION (S)

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STO STORAGE

SFRT STOREFRONT

SD STORM DRAIN

STRUC STRUCTURAL

SUSP SUSPENDED

SWP STANDARD WEIGHT PIPE

SYM SYMMETRY (ICAL)

TKBD TACKBOARD

TKS TACKSTRIP

TEL TELEPHONE

TV TELEVISION

TERR TERRAZZO

THK THICK (NESS)

THRES THRESHOLD

TPTN TOILET PARTITION

TPD TOILET PAPER DISPENSER

TOL TOLERANCE

T&G TONGUE AND GROOVE

T/CONC TOP OF CONCRETE

T/SLB TOP OF SLAB

T/STL TOP OF STEEL

T/W TOP OF WALL

TLB TOWEL BAR

TLT TOILET

TME TO MATCH EXISTING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNF UNFINISHED

UR URINAL

U/S UNDERSIDE

VPB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VCT VINYL COMPOSITION TILE

VB VINYL BASE

VT VINYL TILE

VWF VINYL WALL FABRIC

WSCT WAINSCOT

WC WATER CLOSET

WPF WATERPROOFING

WWM WELDED WIRE MESH

W. WIDTH, WIDE

WIN WINDOW

WGL WIRED GLASS

WMP WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD WOOD

WB WOOD BASE

WPT WORKING POINT

8"

8"

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:02 :13

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

G-002

EH

CTH

WLD

3094.2201

BUILDING INFORMATION /

CODE ANALYSIS

SCALE: 3" = 1'-0"G-002

3 ALL GENDER RESTROOM SIGN

SCALE: 1/2" = 1'-0"G-002

5 SIGN LOCATION DETAIL

SCALE: 3" = 1'-0"G-002

1 WOMEN W/ HANDICAP SYMBOL

SCALE: 3" = 1'-0"G-002

2 MEN W/ HANDICAP SYMBOL

ABBREVIATIONS

SCALE: 3" = 1'-0"G-002

4 ELECTRICAL ROOM SIGN

OS OS

8" CMU WALL UP TO 12'-0"

WALL LEGEND

EXTEND WALL TO DECK - SEE

BUILDING SECTIONS

DIMENSION NOTES

- EXTERIOR DIMENSIONS ARE FROM EDGE OF SLAB / FACE OF

CMU WALL TO EDGE OF SLAB / FACE OF CMU WALL.

- INTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL TO

FACE OF CMU WALL

A-1023

73 SF

ALL-GENDER

RESTROOM

73 SF

ALL-GENDER

RESTROOM

28 SF

JANITORIAL

73 SF

ELECTRICAL

73 SF

ALL-GENDER

RESTROOM

73 SF

ALL-GENDER

RESTROOM

'-0

6'

-8

9' -4

9'-0" 9'-8"

8'-4" 18'-8"

5'-4"

1' -4

N

O

TE

3'

-4

6' -8

N

O

TE

3'

-4

6' -8

N

O

TE

3'

-4

1' -4

3'-4"

NOTE 2

3'-4" 5'-4"

NOTE 2

3'-4" 3'-4"

A A

AA

A-103

A-103

A-103

A-103

A-102

A-102 4

A-102

'-4

'-4

3'-4"

NOTE 2

3'-4" 5'-4"

NOTE 2

3'-4" 3'-4"

EXTERIOR

FACE OF CMU

& CONC. SLAB

'-0

1' -4

N

O

TE

3'

-4

6' -8

N

O

TE

3'

-4

6' -8

N

O

TE

3'

-4

1' -4

8'-4"

7'-8" 7'-8"

EX

TE

R

IO

R

FA

C

E O

F C

M U

O

N C

. S

LA

B

35'-4"

'-0

3'-4" 1'-4" NOTE 3

1'-4" 3'-4"

NOTE 3

1'-4" 3'-4"

NOTE 3,

TYP.

FE-1

COLUMN - SEE 4/A-904

& S-DRAWINGS 4

A-904

1'-4 1/2"

1' -4

/2

NOTE 10

NOTE 10

FD

FC

FD FD

FD FD

FC

NOTE 13

C

LR

2' -0

A-103

A-103

A-103

A-103

SL

O

PE

D

U P

SL

O

PE

D

U P

SLOPED UP SLOPED UP

SL

O

PE

D

U P

SL

O

PE

D

U P

WOOD BEAM -

SEE S-DRAWINGS

NOTE 4

NOTE 4

CEMENT BOARD

CEILING, (TYP.)

NOTE 4 NOTE 4

NOTE 4NOTE 4

NOTE 4 NOTE 4

NOTE 4

NOTE 4

NOTE 4

T&G WOOD CEILING

NOTE 4 NOTE 4

CEMENT BOARD

UPPER SOFFIT

A-101

NOTE 4

NOTE 7

NOTE 9

NOTE 12 - PHOTOCELL & WI-FI

LOCATION - SEE ELEVATION 2/A-102

17'-0" AFF17'-0" AFF

A-103

A-103

DASHED LINES ARE

OUTSIDE FACE OF

CMU

VENTED RIDGE CAP

O U

TS

ID

E

FA

C E

O F

C M

U

'-0

OUTSIDE FACE OF CMU

18'-8"

A-905

6"

1' -0

6"

1'

-0

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

10'-0" 10'-0"

22'-8"

'-0

O

VE

R H

AN

G

2' -0

O

VE

R

H

AN

G 2'

-0

2' -2

'-8

2' -2

STANDING SEAM

METAL ROOF - SEE

A-905

STANDING SEAM

METAL ROOF

STANDING SEAM

METAL ROOF

VTR -

NOTE 6

F.E.-1

LEGEND

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-902

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

1i WALL TYPE - SEE A-904

A STOREFRONT/WINDOW

TYPE - SEE A-901

DOOR NUMBER - SEE

DOOR SCHEDULE ON A-901

ROOM NAME

150 SF

FD - FLOOR DRAIN

SEE P-DWGS

FC - FLOOR CLEANOUT

SEE P-DWGS

CEILING LEGEND

INDOOR LIGHT FIXTURE

HARD CEILING

1x6 T&G WESTERN

RED CEDAR

CEMENT BOARD CEILING/

SOFFIT

CEILING NOTES:

A. CEILING HEIGHT IS NOTED ON RCP AND ROOM

FINISH SCHEDULE.

B. SEE ELECTRICAL AND MECHANICAL DRAWINGS

FOR EXACT SIZES AND SPECIFICATIONS OF

FIXTURES AND EQUIPMENT.

C. ALL EXPOSED STRUCTURE AND ELECTRICAL

CONDUITS TO BE PAINTED.

EXTERIOR LIGHT FIXTURE

OCCUPANCY SENSOR

OS

CEMENT BOARD

P.T. WOOD

FRAMING

CEMENT BOARD

SIDING

CEMENT BOARD

SOFFIT

STARTER STRIP

WOOD BEAM -

SEE S-DRAWINGS

WRAP WOOD BEAM

IN CEMENT BOARD

5/8" WALL

SHEATHING

WOOD RAFTER

CEMENT BOARD

TRIM & COLUMN

WRAP

CEMENT BOARD

TRIM

2x OUTRIGGERS @ 16" O.C.

CEMENT BOARD

FASCIA

1" 5"

1/2"

1"

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:02 :44

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-101

EH

CTH

WLD

3094.2201

BUILDING 100 - DAY USE

RESTROOM BUILDING -

FLOOR PLAN, REFLECTED

CEILING PLAN & ROOF

PLAN

SCALE: 1/4" = 1'-0"

12 FT.8421.50

SCALE: 1/4" = 1'-0"A-101

1 BUILDING 100 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A-101

2 BUILDING 100 - REFLECTED CEILING PLAN

NOTES

1. PERSONNEL DOORS SHALL HAVE A 3'-4 1/2"W x 9'-4 3/8"H M.O.

2. STOREFRONT WINDOWS SHALL HAVE A 3'-4 1/2"W x 2'-8 3/8"H M.O. w/BOT @ 6'-8"AFF.

3. FLOOD VENTS W/ MASONRY TRIM AND SLEEVE KIT- 16 1/2"W x 8 3/8"H M.O. w/BOT @ 8" AFF. SEE ELEVATIONS FOR EXTERIOR WALL

LOCATIONS. (4 INTERIOR & 8 EXTERIOR)

4. SEE E-DRAWINGS FOR LIGHTING FIXTURES. MOUNT EXTERIOR FIXTURES w/BOT @ 9'-0" AFF AND INTERIOR FIXTURES w/BOT @ 10'-0" AFF.

5. SEE A-903 FOR TOILET ACCESSORIES & FIXTURES.

6. VENT THROUGH ROOF (VTR) - INSTALL VTR AFTER STANDING SEAM METAL ROOF. COORDINATE EXACT ROOF PENETRATION LOCATION TO

CENTER BETWEEN STANDING SEAMS. SEE 2/A-905.

7. WALL LOUVER (IN GABLE) - 2'-4"SQ w/BOT @ 14'-4"AFF CENTERED ON WALL. SEE M-DWGS.

8. SEE CIVIL DRAWINGS FOR EXACT FINISH FLOOR ELEVATION.

9. OCCUPANCY SENSORS WALL MOUNTED @ 9'-0" AFF. SEE E-DRAWINGS.

10. 6x6 EXHAUST GRILLE (4 EA.) (BOTTOM @ 12'-8") (SEE 2/A-103 FOR LOCATION ABOVE TOILETS)

11. INSTALL SEALANT AT ALL WALL PENETRATIONS.

12. PHOTOCELL & WI-FI MOUNTED @ 9'-0" AFF. SEE E-DWGS.

13. DRINKING FOUNTAIN. SEE P-DWGS

N

SCALE: 1/4" = 1'-0"A-101

3 BUILDING 100 - ROOF PLAN

SCALE: 3" = 1'-0"A-101

4 SECTION

TABBY BASE

FLOOD VENT

HI-LO DRINKING

FOUNTAIN w/ BOTTLE

FILLER, SEE P-DWGS

6" 1'-0"

6" 1'-0"

GABLE LOUVER - SEE M-DWGS

STANDING SEAM METAL

GABLE ROOF - SEE A-905

FOR DETAILS

STANDING SEAM METAL

SHED ROOF - SEE A-905

FOR DETAILS

VENTED RIDGE

CAP

26'-0"

6'-0" 1'-4" 10'-0" 1'-4" 7'-4"

EDGE OF SLAB EDGE OF SLAB

LIGHT FIXTURE - SEE

E-DWGS FOR ALL

LIGHT FIXTURES.

CEMENT BOARD

CORNER TRIM

FINISHED FLOOR

METAL DRIP EDGE

A-901

FINISHED FLOOR

CEMENT BOARD SIDING

STANDING SEAM METAL

GABLE ROOF - SEE A-905

VENTED RIDGE CAP

2" 1'-0"

2" 1'-0"

A A

STANDING SEAM METAL

ROOF OVER ENTRY

18'-8"

EDGE OF SLAB EDGE OF SLAB

4'-8" 1'-4" 6'-8" 1'-4" 4'-8"

TABBY BASE -

SEE 1/A-904

BO

TT

O M

O F

LI

G

H T

FI

XT

U R

E 9'

-0

LIGHT FIXTURE - SEE E-DRAWINGS

FOR ALL LIGHT FIXTURES.

PHOTOCELL & WI-FI MOUNTED

9'-0" AFF - SEE E-DRAWINGS

FINISHED FLOOR

LAP / WEATHERBOARD

SIDING

FLOOD VENT

6" 1'-0"

6" 1'-0"

EDGE OF SLABEDGE OF SLAB

7'-4" 1'-4" 8'-8" 1'-4" 7'-4"

26'-0"

FRP DOOR IN ALUMINUM

FRAME W/ TRANSOM OVER

DOORS, SEE A-901

9' -0

PHOTOCELL & WI-FI,

BOTTOM @ 9'-0"

'-6

9' -1

1/

2"

FINISHED FLOOR

2" 1'-0"

2" 1'-0"

FLOOD

VENTS, TYP.,

SEE NOTE

3/A-101

A A

18'-8"

4'-8"1'-4"6'-8"1'-4"4'-8"

EDGE OF SLAB EDGE OF SLAB

CEMENT BOARD

FASCIA (TYP)

CEMENT BOARD

SIDING & TRIM - SEE

A-904 & A-905

LIGHT FIXTURE

(TYP)

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:03 :20

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-102

EH

CTH

WLD

3094.2201

BUILDING 100 - DAY USE

RESTROOM BUILDING -

EXTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"A-102

3 BUILDING 100 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A-102

2 BUILDING 100 - EAST ELEVATION

SCALE: 1/4" = 1'-0"A-102

4 BUILDING 100 - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"A-102

1 BUILDING 100 - WEST ELEVATION

NOTES

1. PAINT ALL CEMENT BOARD SHALL BE PAINTED PER SPECIFICATION 099130.

COLOR TO BE SELECTED BY ARCHITECT/ENGINEER.

2. INSTALL SEALANT AT TOP AND SIDES OF ALL EXTERIOR SURFACE

MOUNTED ITEMS AND AROUND EXTERIOR PERIMETER OF ALL WALL

PENETRATIONS.

T ectonic Copyrig ht 2007

73 SF

ALL-GENDER

RESTROOM

73 SF

ELECTRICAL

73 SF

ALL-GENDER

RESTROOM

CONCRETE

SLAB

POROUS

FILL

COMPACTED

SUBGRADE

VAPOR

BARRIER

6' -8

TO

P

O F

C M

U

'-0

VENTED RIDGE

CAP

STANDING SEAM

METAL ROOF

1x6 T&G WESTERN RED

CEDAR W/ 4" TRIM

R-19 BATT INSULATION

5/8" CEMENT BOARD

FASCIA AND VENTED

SOFFIT

FLOOD

VENT

1x6 T&G WESTERN RED

CEDAR W/ 4" TRIM

A-905

6" 1'-0"

6" 1'-0"

EXHAUST GRILLE -

SEE M-DWGS

LIGHTING - SEE

E-DRAWINGS

RADIANT HEATER

GABLE VENT

4" RIGID INSULATION (R-25)

5/8" PLYWOOD

FE-1

A-901

A-901

A-901

A-901

A-901

A-901

COLLAR TIES - SEE

S-DRAWINGS

1x6 T&G WESTERN RED CEDAR W/

4" TRIM

73 SF

ALL-GENDER

RESTROOM

73 SF

ALL-GENDER

RESTROOM

CONCRETE SLAB -

SEE S-DWGS

POROUS

FILL

COMPACTED

SUBGRADE

VAPOR

BARRIER

STANDING SEAM

METAL ROOF - SEE

ROOF PLAN & A-905

TO

P

O F

C M

U

'-0

MECHANICAL

EXHAUST GRILLE

(BOTTOM @ 12'-8")

- SEE M-DRAWINGS

VENTED

RIDGE CAP

TO

P

O F

BE

AM

9' -9

/4

BEAM - SEE S-DWGS

FOOTINGS - SEE

S-DWGS

5/8" CEMENT

BOARD FASCIA &

VENTED SOFFIT

A-905

A-904

1/

4" 4"

2' -8

A-905

2" 1'-0"

2" 1'-0"

2'-0"

2'-0" OVERHANG, TYP.

(EXT. FACE OF STUD/

EDGE OF ROOF FRAMING)

2'-0"

CEMENT BOARD

CEILING AND WALL

LIGHTING - SEE

E-DRAWINGS

A-904

A-103

A-101

1x6 T&G WESTERN RED

CEDAR W/ 4" TRIM

PT 2x6 SILL PLATE - CENTER

ON WALL

1x4 WESTERN RED CEDAR TRIM JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:03 :51

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-103

EH

CTH

WLD

3094.2201

BUILDING 100 - DAY USE

RESTROOM BUILDING -

BUILDING SECTIONS

SCALE: 1/4" = 1'-0"A-103

1 BUILDING 100 - LONGITUDINAL SECTION

SCALE: 1/4" = 1'-0"A-103

2 BUILDING 100 - TRANSVERSE SECTION

SCALE: 1 1/2" = 1'-0"A-103

3 DETAIL

A-201 8

A-201

A-2017

A-201

107 SF

PUMP ROOM

12'-8"

'-8

3'-4"3'-4"

NOTE 1

6'-0"

A-201

A-201

FE-1

2' -0

N

O

TE

1'

-4

4' -0

N

O

TE

1'

-4

2' -0

1'-4"

NOTE 2

1'-4"

NOTE 2

1'-4" 1'-4"

2' -0

N

O

TE

1'

-4

4' -0

N

O

TE

1'

-4

2' -0

2'-0"

NOTE 2

1'-4" 6'-0"

NOTE 2

1'-4" 2'-0"

EXTERIOR FACE OF

CMU & CONC. SLAB

EX

TE

R

IO

R F

AC

E

O F

C M

U

C O

N C

. S

LA

B

201 701&

701&

3 3

A-201

A-201

NOTE 3 NOTE 3

SL

O

PE

D

U P

T&G CEILING

CEILING MOUNTED

HEATER

1 1/2"

1'-0"5 1/2" CEMENT

TRIM BOARD

STANDING SEAM

METAL ROOF - SEE

A-905 FOR DETAILS

FLOOD VENT

METAL DRIP EDGE

TO

P

O F

C M

U

'-8

1 1/2" 1'-0"

'-7

'-8

CEMENT TRIM

BOARD (TYP)

AIR VENT

(TYP. @ 2)

FLOOD VENT

(TYP. @ 8)

NOTE 5 (TYP)

CONCRETE SLAB -

SEE S-DWGS

POROUS FILL

COMPACTED

SUBGRADE

VAPOR BARRIER

DOUBLE TOP

PLATE

5/8" PLYWOOD

DECK

R-19 BATT

INSULATION

STANDING SEAM

METAL ROOF

5/8" CEMENT BOARD FASCIA

& VENTED SOFFIT

SEE S-DWGS FOR FRAMING

REQUIREMENTS

8" CMU - SEE S-DWGS

FOR BOND BEAM AND

REINFORCING REQ'MTS

TO

P

O F

C M

U

'-8

"DOOR LINTEL - SEE S-DWGS

PROVIDE BLOCK FLASHING

WITH INTEGRAL WEEPS

A-905

4" RIGID

INSULATION (R-25)

1 1/2" 1'-0"

TO

P

O F

C M

U

'-0

ELECTRICAL PANEL

LIGHTING - SEE

E-DRAWINGS

CEMENT BOARD TRIM

(INTERIOR & EXTERIOR)

CUT CMU AT SIDE

WALLS

T&G CEILING

FILL ALL AVAILABLE CORES

WITH SPRAY FOAM

INSULATION

A-905

DASHED LINES

ARE FROM

OUTSIDE FACE

OF CMU

2' -0

O

U

TS

ID

E

FA

C

E O

F C

M U

'-8

2'

-0

2'-0"

OUSIDE FACE OF CMU

12'-8" 2'-0"

A-201

A-201

1/

2"

1' -0

'-8

16'-8"

STANDING SEAM

METAL ROOF

F.E.-1

LEGEND

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-902

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

1i WALL TYPE - SEE A-904

101 DOOR NUMBER - SEE

DOOR SCHEDULE ON A-901

ROOM NAME

150 SF

CEILING LEGEND

INDOOR LIGHT FIXTURE

HARD CEILING

1x6 T&G CYPRESS OR

CEDAR

CEMENT BOARD CEILING/

SOFFIT

CEILING NOTES:

A. CEILING HEIGHT IS NOTED ON RCP AND ROOM

FINISH SCHEDULE.

B. SEE ELECTRICAL AND MECHANICAL DRAWINGS

FOR EXACT SIZES AND SPECIFICATIONS OF

FIXTURES AND EQUIPMENT.

C. ALL EXPOSED STRUCTURE AND ELECTRICAL

CONDUITS TO BE PAINTED.

CEILING MOUNTED

HEATER - SEE M-DRAWINGS

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:04 :28

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-201

EH

CTH

WLD

3094.2201

BUILDINGS 200/700 - WELL

HOUSE - FLOOR PLAN,

REFLECTED CEILING PLAN,

SECTION & ELEVATIONS

SCALE: 1/4" = 1'-0"A-201

1 BUILDINGS 200/700 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A-201

2 BUILDINGS 200/700 - REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A-201

8 BUILDINGS 200/700 ELEVATION

SCALE: 1/4" = 1'-0"A-201

5 BUILDINGS 200/700 ELEVATION

SCALE: 1/4" = 1'-0"A-201

7 BUILDINGS 200/700 ELEVATION

SCALE: 1/4" = 1'-0"A-201

6 BUILDINGS 200/700 ELEVATION

SCALE: 1/4" = 1'-0"

12 FT.8421.50

SCALE: 1/4" = 1'-0"A-201

4 BUILDINGS 200/700 - SECTION

SCALE: 1/4" = 1'-0"A-201

3 BUILDINGS 200/700 - ROOF PLAN

NOTES

1. PERSONNEL DOORS SHALL HAVE A 6'-0 1/2"W x 7'-4 3/8"H M.O.

2. FLOOD VENTS W/ MASONRY TRIM AND SLEEVE KIT- 16"W x 8"H M.O. w/BOT @ 8" A.F.F.

SEE ELEVATIONS FOR EXTERIOR WALL LOCATIONS. (8 EXTERIOR)

3. LIGHT FIXTURES MOUNTED @ 9'-0" AFF - SEE E-DRAWINGS.

4. SEE - P-DRAWINGS FOR ADDITIONAL REQUIREMENTS.

5. PROVIDE PIGMENTED CMU WITH INTEGRAL WATER REPELLENT - SEE SPECIFICATION

04200.

6. INSTALL SEALANT AT TOP AND SIDES OF ALL EXTERIOR SURFACE MOUNTED ITEMS AND

AROUND EXTERIOR PERIMETER OF ALL WALL PENETRATIONS.

N

NOTE:

SEE CIVIL DRAWINGS C-102 & C-107 FOR TRUE

NORTH

PLAN NORTH

OSOS

A-302

A-3023

A-302

A-302

150 SF

ALL-GENDER

RESTROOM

217 SF

ELECTRICAL

150 SF

ALL-GENDER

RESTROOM

267 SF

WOMEN

266 SF

MEN

25 SF

JANITOR

A-303

A-303

A-303

A-303

11'-4" 6'-8" 12'-0" 9'

-1 0"

5' -1

0" 5'

-1 0"

4' -0

'-6

'-0

3' -4

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

3' -4

2'-0"

NOTE 1

3'-4" 8'-0"

NOTE 1

3'-4" 8'-0"

NOTE 1

3'-4" 2'-0"

A

A

A

A

A

302301 303

A

A

A

A

A

306305304

30'-0"

'-8

'-0

3' -4

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

4' -8

N

O

TE

3'

-4

3' -4

8' -4

8'

-4

EXTERIOR

FACE OF CMU

& CONC. SLAB

EX

TE

R

E O

F C

O

N C

. S

LA

B

EXTERIOR

FACE OF CMU

& CONC. SLAB

EX

TE

R

E O

F C

O

N C

. S

LA

B

2'-0"

NOTE 1

3'-4" 8'-0"

NOTE 1

3'-4" 8'-0"

NOTE 1

3'-4" 2'-0"

N O

TE

1' -4

'-8

N O

TE

1' -4

2'

-0

N O

TE

1' -4

4'

-0

N O

TE

1' -4

4'

-0

8" 9'-6" 9'-8" 9'-6" 8"

EX

TE

R

E O

F C

O

N C

. S

LA

B

EXTERIOR

FACE OF CMU

& CONC. SLAB

EXTERIOR

FACE OF CMU

& CONC. SLAB

EX

TE

R

E O

F C

O

N C

. S

LA

B

30'-0"

FE-1

301 601&

304 604& 306 606&

305 605&

303 603&

302 602&

WOOD COLUMN -

SEE 4/A-904 &

S-DRAWINGS

6'-8" (TYP)

CEMENT BOARD

WRAPPED COLUMN 1'

-4

1'-4"

1' -4

/2

1'-4 1/2"

A-904

FD FD

FD

FD

FD FD

FD

FD

FD

FC

FC

FC

FD

NOTE 10

NOTE 10

5' -2

" C

LE

AR

5'

-2 " C

LE

AR

CLR

2'-0"

4' -0

/4

DIMENSION NOTES

- EXTERIOR DIMENSIONS ARE FROM EDGE OF SLAB / FACE OF

CMU WALL TO EDGE OF SLAB / FACE OF CMU WALL.

- INTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL TO

FACE OF CMU WALL

SLOPED UP

SLOPED UP

SLOPED UP

SLOPED UP

WOOD BEAM -

SEE S-DRAWINGS

NOTE 4

NOTE 4

NOTE 4

NOTE 4 NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4 NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

T&G WOOD CEILING,

(TYP.)

NOTE 7

NOTE 6 - PHOTOCELL &

WI-FI LOCATION - SEE

ELEVATION 4/A-302

NOTE 9

NOTE 9NOTE 9

NOTE 9

SL

O

PE

D

U P

SL

O

PE

D

U P

CEILING

MOUNTED TO

BOTTOM OF

COLLAR TIES

MOISTURE RESISTANT

GYPBOARD CEILING,

(TYP.)

17'-10" AFF

17'-10" AFF

NOTE 7

8" CMU WALL UP TO 12'-0"

WALL LEGEND

EXTEND WALL TO DECK - SEE

BUILDING SECTIONS

F.E.-1

LEGEND

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-902

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

1i WALL TYPE - SEE A-904

A STOREFRONT/WINDOW

TYPE - SEE A-901

DOOR NUMBER - SEE

DOOR SCHEDULE ON A-901

ROOM NAME

150 SF

FD - FLOOR DRAIN

SEE P-DWGS

FC - FLOOR CLEANOUT

SEE P-DWGS

CEILING LEGEND

INDOOR LIGHT FIXTURE

HARD CEILING

1x6 T&G WESTERN

RED CEDAR

CEMENT BOARD CEILING/

SOFFIT

CEILING NOTES:

A. CEILING HEIGHT IS NOTED ON RCP AND ROOM

FINISH SCHEDULE.

B. SEE ELECTRICAL AND MECHANICAL DRAWINGS

FOR EXACT SIZES AND SPECIFICATIONS OF

FIXTURES AND EQUIPMENT.

C. ALL EXPOSED STRUCTURE AND ELECTRICAL

CONDUITS TO BE PAINTED.

EXTERIOR LIGHT FIXTURE

OCCUPANCY SENSOR

OS

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:05 :04

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-301

EH

CTH

WLD

3094.2201

BUILDINGS 300/600 -

CAMPGROUND BATH

HOUSE - FLOOR PLAN &

REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A-301

1 BUILDINGS 300/600 - FLOOR PLAN

SCALE: 1/4" = 1'-0"

12 FT.8421.50

SCALE: 1/4" = 1'-0"A-301

2 BUILDINGS 300/600 - REFLECTED CEILING PLAN

N

NOTE:

SEE CIVIL DRAWINGS C-102 & C-108 FOR TRUE

NORTH

PLAN NORTH

NOTES

1. PERSONNEL DOORS SHALL HAVE A 3'-4 1/2"W x 9'-4 3/8"H M.O.

2. STOREFRONT WINDOWS SHALL HAVE A 3'-4 1/2"W x 2'-8 3/8"H M.O. w/BOT @ 6'-8"AFF.

3. FLOOD VENTS W/ MASONRY TRIM AND SLEEVE KIT- 16 1/2"W x 8 3/8"H M.O. w/BOT @ 8" A.F.F. SEE ELEVATIONS FOR EXTERIOR WALL LOCATIONS.

(6 INTERIOR & 14 EXTERIOR)

4. SEE E-DRAWINGS FOR LIGHTING FIXTURES. MOUNT EXTERIOR FIXTURES w/BOT @ 9'-0" AFF AND INTERIOR FIXTURES w/BOT @ 10'-0" AFF.

5. SEE A-903 FOR TOILET ACCESSORIES & FIXTURES.

6. PHOTOCELL & WI-FI MOUNTED @ 9'-0" AFF. SEE E-DWGS.

7. WALL LOUVER (IN GABLE) - 2'-4"SQ w/BOT @ 15'-4"AFF CENTERED ON WALL. SEE M-DWGS.

8. SEE CIVIL DRAWINGS FOR EXACT FINISH FLOOR ELEVATION.

9. OCCUPANCY SENSORS WALL MOUNTED @ 9'-0" AFF. SEE E-DRAWINGS.

10. 6x6 EXHAUST GRILLE (4 EA.) (BOTTOM @ 12'-8") (SEE 1/A-303 FOR LOCATION ABOVE TOILETS)

11. INSTALL SEALANT AT ALL WALL PENETRATIONS.

FINISHED FLOOR

0'-0"

TO

P

O F

R

ID

G E

'-1

0"

9' -4

HI-LO DRINKING

FOUNTAIN w/ BOTTLE

FILLER

TO

P

O F

BE

AM

9' -1

0"

4'-0" 1'-4" 6'-8" 1'-4" 6'-8" 1'-4" 7'-4" 1'-4" 6'-8" 1'-4" 4'-0" FLOOD VENTS

2" 1'-0"

A A A A A

CEMENT BOARD SIDING

w/ TRIM BOARD

42'-0"

EDGE OF SLAB EDGE OF SLAB

FINISHED FLOOR

0'-0"

LAP / CEMENT BOARD SIDING

HI-LO DRINKING FOUNTAIN

w/ BOTTLE FILLER

TRANSOM OVER DOORS

SQUARE COLUMN W/

CEMENT BOARD TRIM

TABBY BASE FLOOD VENTS,

SEE NOTE 3/A-301

'-2

GABLE LOUVER, SEE 13-A/901

& M-DRAWINGS

STANDING SEAM METAL

GABLE ROOF

STANDING SEAM SHED

ROOF

CEMENT BOARD

DOOR TRIM

VENTED RIDGE

CAP

6'-8" 1'-4" 13'-4" 1'-4" 7'-4"

6" 1'-0"

EDGE OF SLAB EDGE OF SLAB

30'-0"

LIGHT FIXTURE - SEE E-DRAWINGS

FOR ALL LIGHT FIXTURES.

METAL DRIP EDGE

EAVE HT.

NOTE 1 (TYP)

FINISHED FLOOR

0'-0"

7'-4" 1'-4" 12'-8" 1'-4" 7'-4"

6" 1'-0"

EDGE OF SLABEDGE OF SLAB

30'-0"

FINISHED FLOOR

0'-0"

BO

TT

O M

O F

W

IN

D O

W 6'

-8

1/

4" 4"

2' -8

LAP CEMENT BOARD

SIDING

STANDING SEAM METAL

GABLE ROOF - SEE A-905

FOR DETAILS

STANDING SEAM METAL

SHED ROOF - SEE A-905

FOR DETAILS

CEMENT BOARD

CORNER TRIM

FLOOD VENT

VENTED RIDGE

CAP

2" 1'-0"

A A A A A

EDGE OF SLABEDGE OF SLAB

4'-0" 1'-4" 6'-8" 1'-4" 7'-4" 1'-4" 6'-8" 1'-4" 6'-8" 1'-4" 4'-0"

42'-0"

PHOTOCELL & WI-FI MOUNTED

9'-0" AFF - SEE E-DRAWINGS

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:05 :37

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-302

EH

CTH

WLD

3094.2201

BUILDINGS 300/600 -

CAMPGROUND BATH

HOUSE - EXTERIOR

ELEVATIONS

SCALE: 1/4" = 1'-0"A-302

3 BUILDINGS 300/600 ELEVATION

SCALE: 1/4" = 1'-0"A-302

1 BUILDINGS 300/600 ELEVATION

SCALE: 1/4" = 1'-0"A-302

2 BUILDINGS 300/600 ELEVATION

SCALE: 1/4" = 1'-0"A-302

4 BUILDINGS 300/600 ELEVATION

NOTES

1. PAINT ALL CEMENT BOARD SHALL BE PAINTED PER SPECIFICATION 099130.

COLOR TO BE SELECTED BY ARCHITECT/ENGINEER.

2. INSTALL SEALANT AT TOP AND SIDES OF ALL EXTERIOR SURFACE

MOUNTED ITEMS AND AROUND EXTERIOR PERIMETER OF ALL WALL

T ectonic Copyrig ht 2007

FINISHED FLOOR

0'-0"

266 SF

MEN

217 SF

ELECTRICAL

267 SF

WOMEN

CONCRETE

SLAB

POROUS

FILL

COMPACTED

SUBGRADE

VAPOR

BARRIER

6' -8

2'

-8

TO

P

O F

C M

U

'-0

W

AL

L 8'

-0 " H

W

AL

L 8'

-0 " H

1x6 T&G WESTERN RED

CEDAR W/ 4" TRIM

TOP PLATE

5/8" PLYWOOD

DECK

R-19 BATT

INSULATION

STANDING SEAM

METAL ROOF

1x6 T&G WESTERN RED

CEDAR W/ 4" TRIM

2'-0"

5 1/2" WOOD STUDS @ 16" O.C.

COLLAR TIES - SEE

S-DRAWINGS

5/8" CEMENT

BOARD FASCIA &

VENTED SOFFIT

6" 1'-0"

2'-0"

LIGHTING - SEE

E-DRAWINGS

FE-1

4" RIGID INSULATION, R-25

R-13 BATT INSULATION,

(TYP. @ STUDS)

301 601& 305 605& 303 603&

1x6 T&G WESTERN RED CEDAR W/

4" TRIM

A-103

3 SIM

A-905

FINISHED FLOOR

0'-0"

150 SF

ALL-GENDER

RESTROOM

266 SF

MEN

CONCRETE SLAB -

SEE S-DWGS

POROUS

FILL

COMPACTED

SUBGRADE

VAPOR

BARRIER

COMPACTED

SUBGRADE

VENTED

RIDGE CAP

5 1/2" WOOD STUDS

@ 16" O.C. 5 1/2" WOOD STUDS

@ 16" O.C.

2" 1'-0"

FLOOD VENT

A-904

LIGHTING - SEE

E-DRAWINGS

LIGHTING - SEE

E-DRAWINGS

TO

P

O F

BE

AM

9' -9

/4

TO

P

O F

C M

U

'-0

A-101

304 604& 301 601&

BOND BEAM

(TYP)

A-905

MECHANICAL

EXHAUST GRILLE

(BOTTOM @ 12'-8")

- SEE M-DRAWINGS

A-103

SIM

SIM

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:06 :36

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-303

EH

CTH

WLD

3094.2201

BUILDINGS 300/600 -

CAMPGROUND BATH

HOUSE - BUILDING

SECTIONS

SCALE: 1/4" = 1'-0"A-303

2 BUILDINGS 300/600 - TRANSVERSE SECTION

SCALE: 1/4" = 1'-0"A-303

1 BUILDINGS 300/600 - LONGITUDINAL SECTION

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

DASHED LINES ARE FROM

OUTSIDE FACE OF CMU

VE

N

TE

D

R

ID

G E

C

AP

SH

ED

R O

O F

'-0

O

U

TS

ID

E

FA

C

E O

F C

M U

'-0

SH

ED

R

O O

F

'-0

2'-0"

OUTSIDE FACE OF CMU & SHED ROOF

30'-0" 2'-0"

M

AI

N R

O O

F

'-0

MAIN ROOF

34'-0"

A-905

A-905

A-905

2"

1' -0

2'-0" 2'-0"

2"

1' -0

STANDING SEAM

METAL ROOF

STANDING SEAM

METAL ROOF - SEE

A-905 (TYP)

STANDING SEAM

METAL ROOF

2' -0

2'

-0

VTR -

NOTE 1

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:07 :19

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-304

EH

CTH

WLD

3094.2201

BUILDINGS 300/600 - ROOF

PLAN

SCALE: 1/4" = 1'-0"A-304

1 BUILDINGS 300/600 - ROOF PLAN

SCALE: 1/4" = 1'-0"

12 FT.8421.50

N

PLAN NORTH

NOTE:

SEE CIVIL DRAWINGS FOR TRUE NORTH

NOTES

1. VENT THROUGH ROOF (VTR) - INSTALL VTR AFTER STANDING SEAM METAL ROOF.

COORDINATE EXACT ROOF PENETRATION LOCATION TO CENTER BETWEEN STANDING

SEAMS. SEE 2/A-905

A-401

A-4016

A-401

A-401 7

'-0

N

O

TE

3'

-4

2' -8

"13'-5"W x 8'-4"H OVERHEAD COILING DOOR

347 SF

STORAGE

A-401

A-401

22'-0"

'-0

4'-0" 8'-8 3/8"H M.O.

14'-0 1/2"W x 4'-0"

3' -0

N

O

TE

1'

-4

4' -0

N

O

TE

1'

-4

4' -0

N

O

TE

1'

-4

3' -0

FLOOD

VENT,

TYP.

3'-0"

NOTE 2

1'-4" 6'-0"

NOTE 2

1'-4" 6'-0"

NOTE 2

1'-4" 3'-0"

2' -0

N

O

TE

1'

-4

5' -4

N

O

TE

1'

-4

8' -0

1'-4"

NOTE 2

1'-4" 16'-8"

NOTE 2

1'-4" 1'-4"

FE-1

EX

TE

R

IO

R F

AC

E

O F

C M

U A

N D

C O

N C

. S

LA

B

EXTERIOR FACE OF

CMU AND CONC. SLAB

NOTE 4 NOTE 4

OPEN TO STRUCTURE

A-401

A-401

NOTE 3

NOTE 3

NOTE 3

NOTE 3CHAIN OPERATOR

2'-0"2'-0"

MC CHANNEL

CEMENT TRIM

BOARD

AIR VENT (TYP @ 3)

TO

P

O F

C M

U

'-8

1 1/2" 1'-0"

CEMENT TRIM

BOARD

STANDING SEAM

METAL ROOF - SEE

A-905 FOR DETAILS

FLOOD VENT,

(TYP @ 10)

METAL DRIP EDGE

1 1/2" 1'-0"

8" CMU - SEE S-DWGS FOR

BOND BEAM AND

REINFORCING REQ'MTS

TO

P

O F

C M

U

'-8

8' -4

/2

8' -8

" M .O

DOUBLE TOP PLATE

5/8" PLYWOOD DECK

2" RIGID INSULATION

STANDING SEAM

METAL ROOF

CEMENT BOARD

FASCIA & VENTED

SOFFIT

SEE S-DWGS FOR FRAMING

TO

P

O F

C M

U

'-8

LIGHTING - SEE

E-DRAWINGS

PROVIDE BLOCK

FLASHING WITH

INTEGRAL WEEPS

4" CEMENT BOARD

TRIM

A-905

A-905

2'-0"

OUTSIDE FACE OF CMU

22'-0" 2'-0"

2' -0

O

U

TS

ID

E

FA

C

E O

F C

M U

'-0

2'

-0

A-401

A-401

1/

2"

1' -0

26'-0"

'-0

STANDING SEAM METAL

ROOF - SEE A-905

LEGEND

F.E.-1

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-902

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

ROOM NAME

150 SF

1i WALL TYPE - SEE A-904

101 DOOR NUMBER - SEE

DOOR SCHEDULE ON A-901

CEILING LEGEND

CEMENT BOARD SOFFIT

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

ARCHITECTS ENGINEERS

LANDSCAPE ARCHITECTS

1296 BROAD ST., AUGUSTA, GEORGIA 30901

PHONE: (706) 724-5756 FAX: (706) 724-3955

WEBSITE: www.theJLAgroup.com

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

PREPARED BY:

SHEET OF

BUCK HALL RECREATION

AREA RECONSTRUCTION

FRANCIS MARION

NATIONAL FOREST

1099 BUCK HALL LANDING RD.,

MCCLELLANVILLE, SC, 29458

Project Issue Date: 01/30/2025 Project Status: Final Construction Documents Task Order Number: 12445222F0051

01/30/25

1/2 9/2

5 4

:07 :47

P M

C:

\R ev it L oc al

Pr oje cts \30

_B uc k H all \30

_A rch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-401

EH

CTH

WLD

3094.2201

BUILDING 400 - STORAGE

BUILDING - FLOOR PLAN,

REFLECTED CEILING PLAN,

SECTION & ELEVATIONS

SCALE: 1/4" = 1'-0"A-401

1 BUILDING 400 - FLOOR PLAN

SCALE: 1/4" = 1'-0"A-401

2 BUILDING 400 - REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A-401

5 BUILDING 400 - EAST ELEVATION

SCALE: 1/4" = 1'-0"A-401

6 BUILDING 400 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A-401

4 BUILDING 400 - WEST ELEVATION

SCALE: 1/4" = 1'-0"A-401

7 BUILDING 400 - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

12 FT.8421.50

N

SCALE: 1/4" = 1'-0"A-401

8 BUILDING 400 - SECTION

SCALE: 1/4" = 1'-0"A-401

3 BUILDING 400 - ROOF PLAN

NOTES

1. PERSONNEL DOORS SHALL HAVE A 3'-4 1/2"W x 7'-4 3/8"H M.O.

2. FLOOD VENTS W/ MASONRY TRIM AND SLEEVE KIT - 16"W x 8"H M.O. w/BOT @ 8" A.F.F.

SEE ELEVATIONS FOR EXTERIOR WALL LOCATIONS. (10 EXTERIOR)

3. SEE E-DRAWINGS FOR LIGHTING FIXTURES. MOUNT INTERIOR LIGHT FIXTURES AT 10'-0" AFF.

4. BOLLARD - LOCATE BOLLARD 2'-0" AWAY FROM FACE OF CMU AND SO THAT EDGE OF INSIDE

FACE/BOLLARD = INSIDE FACE/JAMB CHANNEL - SEE 5/C-602.

5. PROVIDE PIGMENTED CMU WITH INTEGRAL WATER REPELLENT - SEE SPECIFICATION 04200.

6. INSTALL SEALANT AT TOP AND SIDES OF ALL EXTERIOR SURFACE MOUNTED ITEMS AND

AROUND EXTERIOR PERIMETER OF ALL WALL PENETRATIONS.

A-501

A-501 4

'-6

'-3

'-3

11'-4" 11'-4" 11'-4"

34'-0"

A-501

A-501

'-0

ED

G E

O F

SL

AB

35'-6" (EDGE OF SLAB)

1' -4

1"

1'-4" 1"

TYP.

1'-4"

TY

P.

1' -4

FE-1

3' -1

ADA PICNIC

TABLE

CEMENT BOARD

WRAPPED

WOOD COLUMN -

SEE S-DRAWINGS

(TYP)

SEE C-101 FOR

PICNIC TABLES,

TYP.

A-904

STANDING SEAM

METAL ROOF

VENTED RIDGE

CAP

SOUTH ELEVATION SIMILAR

STANDING SEAM

METAL ROOF

VENTED RIDGE

CAP

2' -8

4"

1/

4"

EAST ELEVATION MIRROR IMAGE

TABBY -

SEE A-904

METAL DRIP EDGE

CEMENT BOARD

SIDING & TRIM

CEMENT BOARD

FASCIA

6" 1'-0"

STANDING SEAM

METAL ROOF - SEE

A-905 FOR DETAILS

5/8" PLYWOOD

DECK

RIDGE CAP

WOOD KICKERS -

SEE S-DRAWINGS.

WRAP WITH

CEMENT BOARD

2' -8

A-905

FOUNDATION -

SEE S-DRAWINGS

'-0

SEE S-DWGS FOR

RIDGE SUPPORT

4' -0

COLLAR TIES @ 4'-0" O.C.

WRAPPED IN CEMENT BOARD -

SEE S-DRAWINGS

GABLE END WALL FRAMING -

2x4's @ 16" O.C. w/ CEMENT

BOARD INTERIOR

WOOD BEAM - SEE S-DWGS.

WRAP w/ CEMENT BOARD

WOOD RIDGE BEAM, SEE S-DWGS.

- WRAP IN CEMENT BOARD

SL

O

PE

D

U P

SL

O

PE

D

U P

KICKERS (BELOW BEAM),

TYP. SEE S-DRAWINGS

34'-3 1/2"

'-9

/…