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.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND DIRECTIONS.

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 REGION 8

TRAVIS HEMINGWAY, E.I.T., FACILITIES ENGINEER

1755 CLEVELAND HIGHWAY

GAINESVILLE, GA 30501

PHONE(Gov't cell): (803) 508-0180 EMAIL: travis.hemingway@usda.gov

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

MICHAEL N. BOOKER, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: cwilliamson@thejlagroup.com

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

HERBERT W. GILLIAM, P.E.

701 EAST BAY STREET, SUITE 304

CHARLESTON, SC 29403

PHONE: 843-619-4656

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.

JOSEPH PEARSON, P.E.

1296 BROAD STREET

AUGUSTA, GEORGIA 30901

PHONE: 706-724-5756

EMAIL: jpearson@thejlagroup.com

BLUE RIDGE RANGER DISTRICT

STEVERSON MOFFAT

2042 HIGHWAY 515 WEST

BLAIRSVILLE, GA 30512

PHONE: (706) 745-7494

EMAIL: steverson.moffat@usda.gov

WALL TYPE

TYPICAL DIMENSION INDICATOR

DETAIL/PLAN KEY SECTION KEYS

DIRECTION OF

SECTION

INTERIOR ELEVATION KEY

REVISION INDICATION

REVISION NUMBER

AREA REVISED

DOOR NUMBER

WINDOW 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 SCHEDULE

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"

UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

GEORGIA UNION COUNTY SOUTHERN REGION

CHATTAHOOCHEE - OCONEE NATIONAL FOREST

LAKE WINFIELD SCOTT

CAMPGROUND RECONSTRUCTION

INDEX OF DRAWINGS

PROJECT TEAM

PROJECT LOCATION MAPGENERAL NOTES:

GRAPHIC SYMBOLS

JOBSITE SIGN

CONTRACT #12445223C0003

REVIEWED BY:

FOREST ENGINEER/FACILITIES PROGRAM MANAGER:

DATE:

PROJECT MANAGER:

DATE:

FOREST ENGINEERING STAFF OFFICER:

DATE:

DISTRICT RANGER:

DATE:

REGIONAL FACILITIES PROGRAM MANAGER:

DATE:

RECOMMENDED BY:

FOREST SUPERVISOR:

DATE:

R8 DIRECTOR OF ENGINEERING:

DATE:

APPROVED BY:

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/1 /20

:31 :27

P M

C:

\R

EV

IT

- L oc al Pr oje cts

\30

_L ak e W inf iel d S co tt\3

1_

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

G-001

EH

CTH

WLD

3094.2301

08/30/24

COVER SHEET

G-001 COVER SHEET

G-002 BUILDING INFORMATION / CODE ANALYSIS

ARCHITECTURAL

A-101 BUILDING 100 - ENTRANCE STATION - FLOOR PLAN, LIFE SAFETY PLAN,

REFLECTED CEILING PLAN & ROOF PLAN

A-102 BUILDING 100 - ENTRANCE STATION - EXTERIOR ELEVATIONS AND

BUILDING SECTIONS

A-201 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - FLOOR PLAN

A-202 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - REFLECTED CEILING

PLAN & ROOF PLAN

A-203 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - EXTERIOR

ELEVATIONS

A-204 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - BUILDING SECTIONS

A-301 PICNIC PAVILION - ROOF PLAN & DETAILS

A-601 WALL TYPES, WALL SECTIONS & DETAILS

A-602 ROOF DETAILS

A-801 DOOR, WINDOW SCHEDULE, DETAILS

A-901 INTERIOR FINISH SCHEDULE, SPECIFICATIONS, ELEVATIONS

A-902 TOILET ACCESSORIES, TOILET FIXTURES, MOUNTING HEIGHTS,

CASEWORK SECTION

A-903 MISCELLANEOUS DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 BUILDING 100 - ENTRANCE STATION - FOUNDATION AND SLAB PLAN &

ROOF FRAMING PLAN

S-201 BUILDINGS 200/300 - CAMPGROUND BATH HOUSE - FOUNDATION AND

SLAB PLAN & ROOF FRAMING PLAN

S-301 CONCRETE SECTIONS AND DETAILS

S-401 MASONRY AND WOOD SECTIONS AND DETAILS

S-101-P PICNIC PAVILION FOUNDATION PLAN

S-201-P PICNIC PAVILION ROOF FRAMING PLAN

S-202-P PICNIC PAVILION ELEVATIONS AND SECTIONS

S-203-P PICNIC PAVILION ELEVATIONS AND SECTIONS

S-204-P PICNIC PAVILION ELEVATIONS AND SECTIONS

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND

P-101 BUILDING 100 ENTRANCE STATION PLUMBING PLANS

P-201 BUILDINGS 200/300 CAMPGROUND BATH HOUSE PLUMBING PLANS

P-301 PLUMBING SCHEDULES

P-401 PLUMBING DETAILS

MECHANICAL

M-001 HVAC GENERAL NOTES & LEGEND

M-101 BUILDING 100 ENTRANCE STATION - HVAC PLAN

M-201 BUILDINGS 200/300 CAMPGROUND BATH HOUSE - HVAC PLAN

M-301 HVAC SCHEDULES

M-401 HVAC DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS

ES001 ELECTRICAL SITE PLAN SHEET 1 OF 4

ES002 ELECTRICAL SITE PLAN SHEET 2 OF 4

ES003 ELECTRICAL SITE PLAN SHEET 3 OF 4

ES004 ELECTRICAL SITE PLAN SHEET 4 OF 4

E-101 BUILDING 100 - ENTRANCE STATION - LIGHTING AND POWER PLANS

E-102 BUILDING 200/300 - CAMPGROUND BATH HOUSE - LIGHTING AND POWER

PLANS

E-601 ELECTRICAL SCHEDULES AND DETAILS

E-602 ELECTRICAL PANEL SCHEDULES

PROJECT LOCATION

REISSUED FINAL CD 08/30/24

BRADLEY ASHER

Digitally signed by BRADLEY

ASHER

Date: 2025.08.11 21:40:43 -04'00'

2025.08.07 16:49:50 -04'00'

DAVID CULP Digitally signed by DAVID CULP Date: 2025.08.08 08:08:40 -04'00'

Digitally signed by STEVERSON

MOFFAT

Date: 2025.08.07 10:06:05 -04'00'

JOHN CAMPBELL

Digitally signed by JOHN

CAMPBELL

Date: 2025.08.04 13:24:38 -04'00'

TRAVIS

HEMINGWAY

Digitally signed by TRAVIS

HEMINGWAY

Date: 2025.08.04 10:59:16 -04'00'

2021 EDITION

2021 EDITION

2021 EDITION

2021 EDITION

2020 EDITION

2021 EDITION

2021 EDITION

U = 100 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

IFC - INTERNATIONAL FIRE CODE

IPC - INTERNATIONAL PLUMBING CODE

IMC - INTERNATIONAL MECHANICAL CODE

IFGC - INTERNATIONAL FUEL GAS CODE

NFPA 70 - NATIONAL ELECTRICAL CODE

IBC - INTERNATIONAL BUILDING CODE

NFPA 101 - LIFE SAFETY CODE

16'-6"

TYPE OF CONSTRUCTION (IBC CHAPTER 6)

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

VBIBC

BUILDING FLOOR AREA ALLOWED PER FLOOR (IBC TABLE 506.2)

SPRINKLER PROVIDED: YES NO

IBC HR

IBC HR

IBC HR

IBC HR

IBC HR

INTERIORS

EXTERIORS IBC HR

IBC HR

X

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 UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE ADOPTED STANDARD CODES

REVIEW PER DESIGN

LESS THAN 300 OCCUPANTS

CONSTRUCTION NARRATIVE

LAKE WINFIELD SCOTT 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 for codes and standards, some of which are listed above. This construction phase will provide three (3) new vertical structures constructed in the recreation area as follows: Entrance Station (254 SF) and two (2) Campground Bath Houses (1,111 SF ea.). The Entrance Station will be constructed with wood walls, wood framed roof system and standing seam metal roofing and the Bath Houses will be constructed with CMU walls, wood framed roof systems and standing seam metal roofing.

PER IBC 1006.2.1, NUMBER OF EXITS REQUIRED = 1

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)

South Loop Campground @ 16 sites & Group Site = 105 PAOT / 35 = 3 required* Provided 3 All-Gender Restrooms (* = directed to provide 3 All-Gender Restrooms & 3 All-Gender Showers)

North Loop Campground @ 15 sites = 75 PAOT / 35 = 3 required* Provided 3 All-Gender Restrooms (* = directed to provide 3 All-Gender Restrooms & 3 All-Gender Showers)

LAVATORIES:

South Loop Campground @ 16 sites & Group Site = 105 PAOT = 2 required* Provided 3 All-Gender Restrooms (* = directed by FS to provide 3 All-Gender Restrooms & 3 All-Gender Showers)

North Loop Campground @ 15 sites = 75 PAOT = 1 required* Provided 3 All-Gender Restrooms (* = directed by FS to provide 3 All-Gender Restrooms & 3 All-Gender Showers)

DRINKING FOUNTAIN:

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

South Loop Campground @ 16 sites = 80 PAOT / 500 = 1 required Provided 1 High & 1 Low

North Loop Campground @ 15 sites = 75 PAOT / 500 = 1 required Provided 1 High & 1 Low

SERVICE SINKS:

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

South Loop Campground Bath House = 1 required 1 Provided

North Loop Campground Bath House = 1 required 1 Provided

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

BIBC

North Bath House

ALLOWED B:

BY DESIGN:

9,000 SF

1,111 SF

B = 40'-0" & 2 STORIES

Locker Room @ 150 gross SF/Occ GROUP B:

1,111 SF/50 = 22 Occ

Campground Bath Houses (North & South)

OCCUPANT LOAD (FSORAG):

NORTH CAMPGROUND:

16 Camp sites @ 5 PAOT = 80 Occupants

BIBC

Entrance Station

VBIBC

ALLOWED B:

BY DESIGN:

9,000 SF

254 SF

Entrance Station

335 SF/150 = 3 Occ

2021 EDITION IEBC - INTERNATIONAL EXISTING BUILDING CODE

2015 EDITION ABAAS - ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

North Bath HouseEntrance Station

150 gross SF/Occ OFFICE (BUSINESS AREA):

SOUTH CAMPGROUND:

15 Camp sites @ 5 PAOT = 75 Occupants

VBIBC

BIBC

South Bath House

ALLOWED B: 9,000 SF

South Bath House

BY DESIGN: 1,111 SF

Group Site @ 25 PAOT = 25 Occupants

BUILDING 300BUILDING 100 BUILDING 200

2019 EDITION ASHRAE 90.1

< ANGLE

C CENTERLINE

C CHANNEL

d PENNY

T PERPENDICULAR

P PLATE

Ø DIAMETER

AFF ABOVE

ABV 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

VTR VENT THROUGH ROOF

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

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"

SIZE OF CLEAR FLOOR SPACE - NEW BUILDINGS

52 MIN

M

IN

TOE CLEARANCE - ELEVATION

M

IN

6 MAX

KNEE CLEARANCE - ELEVATION

11 MIN

M

IN

8 MIN

M

IN

CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING

FOUNTAINS

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

STANDING USE DRINKING FOUNTAIN SPOUT

HEIGHT AND LOCATION 5'-7" TURNING RADIUS

ø 5'-7"

3'-0"

5'-0"

5' -0

3' -0

1'-0"1'-0"

T-SHAPED TURNING SPACE

8"

8"

8"

8"

8"

8"

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:31 :32

A M

C:

\R ev it L oc al

Pr oje cts \30

_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

G-002

EH

CTH

WLD

3094.2301

08/30/24

BUILDING INFORMATION /

CODE ANALYSIS

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

1 SIGN LOCATION DETAIL

ABBREVIATIONS

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

3 ALL GENDER RESTROOM SIGN

MOUNTING HEIGHTS AND CLEARANCES

DOOR SIGNAGE

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

2 ALL GENDER SHOWER SIGNS

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

4 ELEC. RM SIGN

HANDICAP ACCESSIBLE HANDICAP ACCESSIBLE

REISSUED FINAL CD 08/30/24

ALL-GENDER

RESTROOM

STORAGE

OFFICE

2' -2

BO

T

'-2

"A

FF

4' -0

" S Q

A-102

A-102

A-1023

A-102

A-102 4

A-102

A-102

103102

EDGE OF FLOOR SLAB/

EDGE OF STUD

ED

G

E O

F

SL

AB

ED

G

E O

F

ST

U D

14'-8"

'-4

6'

-0

7' -1

1" 9'

-5

14'-8"

EDGE OF SLAB

6" 6"

C

AA

B

CONCRETE SLAB -

SEE S-DRAWINGS

9"

9"COLUMN

CENTER LINE

C O

LU

M

N

C

EN

TE

R

LI

N E

7'-2 3/8"H RO

3'-4 1/2"W x

6"

6"

A-902

REFERENCE ELEVATION T/SLAB = 0"-0"

FLOOR DRAIN -

SEE P-DWGS

WH

COLUMN

SEE S-DWGS

NOTE 6

1'-4"

BOT @ 3'-2" AFF

3'-0" W x

4'-0" H RO 1'-4" 1'-4"

BOT @ 3'-2" AFF

3'-0" W x

4'-0" H RO 1'-4"

2' -2

BO

T

3' -2

" A

FF

4' -0

" S Q

A-102

A-102

A-102

A-102

A-102

A.F.F.9'-0"

A.F.F.9'-0"

A.F.F.9'-0"

TYP.

3'-0"

EQ

NOTE 1,

TYP.

TYP.

3'-0"

NOTE 7

NOTE 3

LVR

1'-6" 6'-7"

2' -8

FLAT T&G CEILING

T&G SLOPING

SOFFIT

14 GAUGE PAINTED CARBON STEEL ACCESS

DOOR AS MANUFACTURED BY NYSTROM,

INC. MODEL #: NW-C-24"x30"-F14 WITH

WHITE POWDER COAT (STEEL) FINISH AND

DRYWALL BEAD, OR EQUAL. PROPERLY

PREPARE OPENING TO RECEIVE S.S.

FASTENERS (TAPCON SCREWS) AND

PRODUCE A 24 1/4" x 30 1/4" R.O.

A-102

A-102

A-102

A-102

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

N O

N -V

EN

TE

D R

ID

G

E C

AP

DASHED LINE INDICATES

OUTSIDE EDGE OF STUD

OR BEAM

STANDING SEAM METAL ROOF -

SEE A-602 FOR DETAILS

2' -0

2' -0

2'-0"

18'-8"

'-1

0"

VTR

NOTE 10

F.E.-1

LEGEND

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-901

ROOM NAME

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

1i WALL TYPE - SEE A-601

A STOREFRONT/WINDOW

TYPE - SEE A-801

DOOR NUMBER - SEE

DOOR SCHEDULE ON A-801

DIMENSION NOTES

- EXTERIOR DIMENSIONS ARE FROM EDGE OF SLAB / FACE OF

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

- INTERIOR DIMENSIONS ARE FROM FACE OF STUD WALL TO

FACE OF STUD WALL

CEILING LEGEND

RECESSED LIGHT FIXTURE

SEE E-DWGS

HARD CEILING

MOISTURE RESISTANT

GYPSUM BOARD, PAINTED

MECH CASSETTE SYSTEM

SEE MECH DWGS.

T&G WOOD CEILING AND

SOFFIT

MECH EXHAUST FAN

SEE MECH DWGS.

BATT INSULATION /

SOUND BARRIER

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. LIGHT FIXTURES AND MECHANICAL EQUIPMENT ARE LOCATED ON THE REFLECTED CEILING PLAN. ALL

FIXTURES, EQUIPMENT, AND OTHER CEILING ELEMENTS ARE TO BE CENTERED IN GYPSUM CEILING OR SOFFIT UNLESS NOTED OTHERWISE. ALL DIMENSIONS ON THIS SHEET ARE FROM FACE TO FINISH FACE OR CENTER LINE REFERENCE UNLESS NOTED OTHERWISE. CONTRACTOR SHALL CONSULT THE ARCHITECT OF

ANY CONFLICTS PRIOR TO REVISING LOCATIONS.

D. FIELD COORDINATE PLENUM SPACE AS REQUIRED AND NOTIFY ARCHITECT OF ANY VARIATION.

MECH SUPPLY DIFFUSER

SEE MECH DWGS.

4 FT SURFACE MOUNTED

LED LIGHT FIXTURE

EXIT DOOR

34" 170

T.

D

5' -0

A-102

A-102

A-102

A-10259 SF

ALL-GENDER

RESTROOM

38 SF

STORAGE

117 SF

OFFICE

FE-1

LOOSE FURNITURE

SHOWN FOR

COORDINATION - N.I.C.

WOOD STUD WALL

WALL LEGEND

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:32 :17

A M

C:

\R ev it L oc al

Pr oje cts \30

_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-101

EH

CTH

WLD

3094.2301

08/30/24

BUILDING 100 -

ENTRANCE STATION -

FLOOR PLAN, LIFE

SAFETY PLAN,

REFLECTED CEILING

PLAN & ROOF PLAN

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

2 BUILDING 100 - FLOOR PLAN

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

3 BUILDING 100 - REFLECTED CEILING PLAN

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

4 BUILDING 100 - ROOF PLAN

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

12 FT.8421.50

N

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

1 BUILDING 100 - LIFE SAFETY PLAN

NOTES:

1. SEE E-DRAWINGS FOR ELECTRICAL REQUIREMENTS.

2. SEE A-902 FOR TOILET ACCESSORIES & FIXTURES.

3. WALL LOUVER (IN GABLE) - 12" SQ w/BOT @ 10'-9" AFF CENTERED UNDER RIDGE - SEE M-DWGS.

4. SEE CIVIL DRAWINGS FOR EXACT FINISH FLOOR ELEVATION.

5. INSTALL SEALANT AT PERIMETER OF ALL WALL PENETRATIONS. INSTALL SEALANT ALONG TOP &

SIDES OF ALL WALL MOUNTED ITEMS.

6. PHOTOCELL @ 8'-0" AFF. SEE E-DWGS.

7. SEE M-DWGS FOR HVAC REQUIREMENTS.

8. SEE P-DWGS FOR PLUMBING REQUIREMENTS.

9. SEE S-DWGS FOR STRUCTURAL REQUIREMENTS.

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

EXACT ROOF PENETRATION LOCATION TO CENTER BETWEEN STANDING SEAMS. SEE 2/A-602.

CEMENT BOARD

TRIM

STANDING SEAM

METAL ROOF - SEE

A-601 & A-602 FOR

DETAILS

CEMENT BOARD &

BATTEN SIDING

STONE CAP (WATER

TABLE)

STONE VENEER

ELECTRIC METER &

DISCONNECT - SEE

E-DWGS.

FASCIA - SEE DETAIL

FINISHED FLOOR

WALL CAP -

SEE M-DWGS.

WALL HYDRANT -

SEE P-DWGS

/3 A-602

HVAC UNIT

SEE M-DWGS

CEMENT BOARD

LAP SIDING

A A

FINISHED FLOOR

8x8 HVY TIMBER COLUMN

W/ WOOD TRIM, STAINED

SLIDING TRANSACTION

WINDOW

ELECTRIC DISCONNECT -

SEE E-DWGS

C

FINISHED FLOOR

PHOTOCELL -

SEE E-DWGS

B

FINISHED FLOOR

3' -0

2"

117 SF

OFFICE

59 SF

ALL-GENDER

RESTROOM

9' -0

A-601

CONCRETE SLAB -

SEE S-DWGS

POROUS

FILL

VAPOR

BARRIER

FRAMING OMITTED (NOT SHOWN)

FOR CLARITY - SEE S-DWGS.

FINISHED FLOOR

SEE

FOR CASEWORK

DETAILS

/4 A-902

CEILING HT.

'-9

59 SF

ALL-GENDER

RESTROOM

102 38 SF

STORAGE

CEMENT BOARD TRIM

NON-VENTED RIDGE

TRIPLE 2x6's

5/8" ZIP SHEATHING

SYSTEM

STANDING SEAM METAL ROOF

R-19 BATT

INSULATION

2'-0"

3' -2

INSULATION SEE -

FASCIA - SEE DETAIL

STONE VENEER

FINISHED FLOOR

9' -1

3/

4"

BEARING HT.

5/8" SIP SHEATHING

SYSTEM

T&G WOOD

SOFFIT, STAINED

/3 A-602

9' -0

DOUBLE TOP PLATE

A-602

/3 A-602

CEILING HT.

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:33 :56

A M

C:

\R ev it L oc al

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_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-102

EH

CTH

WLD

3094.2301

08/30/24

BUILDING 100 -

ENTRANCE STATION -

EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

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

1 BUILDING 100 - NORTH ELEVATION

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

2 BUILDING 100 - SOUTH ELEVATION

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

3 BUILDING 100 - EAST ELEVATION

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

4 BUILDING 100 - WEST ELEVATION

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

5 BUILDING 100 - LONGITUDINAL SECTION

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

6 BUILDING 100 - TRANSVERSE SECTION

GENERAL NOTES:

1. INSTALL PERIMETER SEALANT AROUND ALL WALL

PENETRATIONS.

2. INSTALL SEALANT AT TOP AND SIDES OF ALL

ITEMS MOUNTED TO EXTERIOR WALLS.

3. PAINT ALL CEMENT BOARD PER SPECIFICATION

099130. COLOR TO BE SELECTED BY ENGINEER /

ARCHITECT.

4. SEE NORTH ELEVATION FOR TYPICAL NOTES.

A-203

A-2032

A-203

A-203

6' -8

3'

-0

7' -0

'-0

8'-8" 8'-8" 9'-4"

26'-8"

4'-8"

NOTE 1

3'-4" 5'-4"

NOTE 1

3'-4" 2'-0"

NOTE 1

3'-4" 4'-8"

1'-4"

NOTE 1

3'-4" 6'-0"

NOTE 1

3'-4" 2'-0"

NOTE 1

3'-4" 7'-4"

1'-6" 1'-6" 1'-6"

1'-6 3/8" 5'-2"

6'-8 3/8" 6'-8 3/8" 6'-8 3/8" 3'-4 1/2"

5'-2" 1'-6 3/8"

'-4

N

O

TE

3'

-4

5' -4

N

O

TE

3'

-4

3' -4

56 SF

ALL-GENDER

SHOWER

56 SF

ALL-GENDER

SHOWER

56 SF

ALL-GENDER

SHOWER

30 SF

JANITORIAL

169 SF

MECHANICAL

CHASE

70 SF

ALL-GENDER

RESTROOM

70 SF

ALL-GENDER

RESTROOM

70 SF

ALL-GENDER

RESTROOM

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

ELECTRICAL

1'-6"

8'-8" 8'-10" 8'-8"

A-204

A-204

206 207 208

203202201

EXTERIOR FACE

OF BUILDING

SLAB & FACE OF

CMU WALL

8"

8"

CEMENT BOARD WRAPPED

6" WOOD COLUMN, TYP.

A-204

A-204

A-204

A-204

N O

TE

1' -4

4'

-0

8' -0

N O

TE

1' -4

8'

-0

8'-8"

NOTE 2

1'-4"

NOTE 2

1'-4" 5'-4"

N O

TE

1' -4

7'

-4

N O

TE

1' -4

3'

-4

N O

TE

1' -4

4'

-0

1'-4"

NOTE 2

1'-4" 7'-4"

NOTE 2

1'-4"

NOTE 2

1'-4" 2'-0"

FE-1

27'-8"

EXTERIOR FACE

OF SLAB

EX

TE

R

IO

R F

AC

E

O F

C M

U W

AL

L

EX

TE

R

IO

R F

AC

E

O F

C M

U W

AL

L

EXTERIOR FACE

OF BUILDING

SLAB & FACE OF

CMU WALL

REFERENCE ELEVATION T/SLAB = 0'-0"

FD - SEE P-

DWGS, (TYP)

COL. SEE

S-DWGS

DRINKING FOUNTAIN -

SEE P-DWGS

NOTE 6

ø 5'-7"

1'-6 3/8" 5'-2"

7'-4"(H) CMU

WALLS w/

SLOPED SOLID

SURFACE TOP,

SEE /3 A-204

'-8

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

GRAPHICS LEGEND

DIMENSION NOTES

- EXTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL/ EDGE

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

- EXTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL TO

FACE OF CMU WALL

- INTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL TO

FACE OF CMU WALL

- INTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL/ EDGE

OF SLAB TO FACE OF CMU WALL

8" CMU WALL

WALL LEGEND

8'-8" (H) CMU WALL - EXTEND

WALL TO DECK w/ STUD WALL -

SEE BUILDING SECTIONS

F.E.-1

LEGEND

ROOM NAME & NUMBER

- SEE FINISH SCHEDULE

ON A-901

ROOM NAME

FIRE EXTINGUISHER

WITH BRACKET

TAG/TYPE

1i WALL TYPE - SEE A-601

A STOREFRONT/WINDOW

TYPE - SEE A-801

DOOR NUMBER - SEE

DOOR SCHEDULE ON A-801

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:34 :53

A M

C:

\R ev it L oc al

Pr oje cts \30

_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-201

EH

CTH

WLD

3094.2301

08/30/24

BUILDINGS 200/300 -

CAMPGROUND BATH

HOUSE - FLOOR PLAN

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

1 BUILDINGS 200/300 - FLOOR PLAN

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

12 FT.8421.50

NOTES:

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

2. VENTS - 16"W x 8"H M.O. w/BOT @ 8" A.F.F. SEE ELEVATIONS FOR EXTERIOR

WALL LOCATIONS.

3 SEE A-902 FOR TOILET ACCESSORIES & FIXTURES.

4 SEE CIVIL DRAWINGS FOR EXACT FINISH FLOOR ELEVATION.

5. INSTALL SEALANT AT ALL WALL PENETRATIONS.

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

7. SEE E-DWGS FOR LIGHTING FIXTURES.

8. SEE P-DWGS FOR PLUMBING REQUIREMENTS.

9. SEE S-DWGS FOR STRUCTURAL REQUIREMENTS.

10. SEE M-DWGS FOR HVAC REQUIREMENTS.

N

NOTE:

SEE CIVIL DRAWINGS C-104 & C-114 FOR TRUE

NORTH

PLAN NORTH

OS OS OS

OSOSOS

A-204

A-204

A-204

A-204

A-204

A-204

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

SL

O

PE

U

P

MECHANICAL DUCT

WITH EXHAUST

GRILLE, SEE M-DWGS.

TYP.

4'-0"

TYP.

5'-0"

8x8 HEAVY TIMBER, STAINED -

SEE S-DWGS

LIGHT FIXTURE -

SEE E-DWGS

N O

TE

LV

R

2' -0

'-4

SEE E-DWGS

NOTE 1, TYP.

NOTE 1, TYP.

NOTE 6, TYP.

NOTE 8

NOTE 6, TYP.NOTE 9

NOTE 9

WALL HEATER -

SEE M-DWGS

A-204

A-204

A-204

A-204

A-204

A-204

4"

1' -0

4"

1'

-0

DASHED LINE INDICATES

EXTERIOR FACE OF

STRUCTURAL BEAM

NON-VENTED RIDGE CAP

'-2

2' -3

/4

'-6

/2

2' -3

/4

2'-0" 26'-8" 2'-0"

30'-8"

VTR

NOTE 3

STANDING SEAM METAL ROOF -

SEE A-602 FOR DETAILS

DASHED LINE INDICATES

EXTERIOR FACE OF CMU @

BUILDING

CEILING LEGEND

HARD CEILING

CEMENTITIOUS BOARD,

PAINTED

SURFACE-MOUNTED LINEAR

LIGHT FIXTURE

SEE ELEC DWGS.

CEILING CAP/ SOUND BARRIER

INSULATION PLATE

ABOVE CEILING

(2'-0" FROM PERIMETER WALLS)

NOTES:

1. CEILING HEIGHT IS NOTED ON RCP AND ROOM

FINISH SCHEDULE.

2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR

EXACT SIZES AND SPECIFICATIONS OF FIXTURES

AND EQUIPMENT.

3. ALL LIGHT FIXTURES AND MECHANICAL EQUIPMENT

ARE LOCATED ON THE REFLECTED CEILING PLAN.

ALL FIXTURES, EQUIPMENT, AND OTHER CEILING

ELEMENTS ARE TO BE CENTERED IN GYPSUM

CEILING OR SOFFIT UNLESS NOTED OTHERWISE.

ALL DIMENSIONS ON THIS SHEET ARE FROM FACE

TO FINISH FACE OR CENTER LINE REFERENCE

UNLESS NOTED OTHERWISE. CONTRACTOR SHALL

CONSULT THE ARCHITECT OF ANY CONFLICTS

PRIOR TO REVISING LOCATIONS.

4. FIELD COORDINATE PLENUM SPACE AS REQUIRED

AND NOTIFY ARCHITECT OF ANY VARIATION.

5. ALL EXPOSED STRUCTURE, ELECTRICAL CONDUITS,

AND FIRE SPRINKLER PIPING TO BE PAINTED.

SURFACE-MOUNTED LIGHT

FIXTURE

SEE ELEC DWGS.

CEILING HEATER

SEE MECH DWGS.

SUSPENDED LINEAR LIGHT

FIXTURE

SEE ELEC DWGS.

T&G WOOD CEILING AND

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:35 :34

A M

C:

\R ev it L oc al

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1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-202

EH

CTH

WLD

3094.2301

08/30/24

BUILDINGS 200/300 -

CAMPGROUND BATH

HOUSE - REFLECTED

CEILING PLAN & ROOF

PLAN

SCALE: 1/4" = 1'-0"A-202

1 BUILDINGS 200/300 - REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A-202

2 BUILDINGS 200/300 - ROOF PLAN

NOTES:

1. SEE E-DRAWINGS FOR LIGHTING FIXTURES. MOUNT EXTERIOR FIXTURES w/BOT @ 7'-9" AFF AND INTERIOR FIXTURES w/BOT @ 8'-6" AFF.

2. SEE A-902 FOR TOILET ACCESSORIES & FIXTURES.

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

CENTER BETWEEN STANDING SEAMS. SEE 2/A-602.

4. WALL LOUVER (IN GABLE) - 2'-0"SQ w/BOT @ 11'-0" AFF CENTERED ON WALL. SEE M-DWGS.

5. SEE CIVIL DRAWINGS FOR EXACT FINISH FLOOR ELEVATION.

6. OCCUPANCY SENSORS WALL MOUNTED @ 8'-6" AFF. SEE E-DRAWINGS.

7. INSTALL SEALANT AT ALL WALL PENETRATIONS.

8. PHOTOCELL MOUNTED @ 9'-0" AFF. SEE E-DWGS.

9. T&G WOOD INDOOR AND OUTDOOR CEILINGS AND SOFFITS. TRIM WITH WOOD. STAINED.

10. ALL CEMENT BOARD, BATTENS, AND TRIM TO BE PAINTED EPP-1.

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

12 FT.8421.50

N

PLAN NORTH

8x8 HEAVY TIMBER -

SEE &

S-DWGS

/4 A-602

203 202 201

STANDING SEAM

METAL ROOF - SEE

A-602 FOR DETAILS

CEMENT BOARD

SIDING & TRIM

STONE VENEER

FASCIA - SEE DETAIL

DRINKING FOUNTAIN

W/ BOTTLE FILLER,

SEE M-DWGS

8x8 HEAVY TIMBER

COLUMN, STAINED

(TYP)

VENT, TYP.

STONE WATER TABLE

TRIPLE 2x8 BEAM -

SEE A-602 & S-DWGS

/4 A-602

206 207 208

LOUVER - SEE M-DWGS

2" 3'

-0

LIGHT FIXTURE -

SEE E-DRAWINGS

ELECTRIC METER

& DISCONNECT,

SEE E-DWGS

DD

TY

P.

8' -0

" A

FF

WALL HYDRANT,

SEE P-DWGS

ELECTRICAL

RECEPTACLE,

SEE E-DWGS.

4" 1'-0"

4" 1'-0"

T&G WOOD

SOFFIT, STAINED

NON VENTED RIDGE

205 204

4" 1'-0" 4"

1'-0"

7' -9

'-6

BEAM BRG HT

D D

PHOTOCELL - SEE E-DWGS

WALL HYDRANT,

SEE P-DWGS

LIGHT FIXTURE,

SEE E-DWGS

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:36 :34

A M

C:

\R ev it L oc al

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1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-203

EH

CTH

WLD

3094.2301

08/30/24

BUILDINGS 200/300 -

CAMPGROUND BATH

HOUSE - EXTERIOR

ELEVATIONS

SCALE: 1/4" = 1'-0"A-203

4 BUILDINGS 200/300 - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"A-203

3 BUILDINGS 200/300 - NORTH ELEVATION

SCALE: 1/4" = 1'-0"A-203

2 BUILDINGS 200/300 - WEST ELEVATION

SCALE: 1/4" = 1'-0"A-203

1 BUILDINGS 200/300 - EAST ELEVATION

GENERAL NOTES:

1. INSTALL PERIMETER SEALANT AROUND

ALL WALL PENETRATIONS.

2. INSTALL SEALANT AT TOP AND SIDES OF

ALL ITEMS MOUNTED TO EXTERIOR WALLS.

3. PAINT ALL CEMENT BOARD PER

SPECIFICATIONS 099130. COLOR TO BE

SELECTED BY ENGINEER / ARCHITECT.

4. SEE NORTH ELEVATION FOR TYPICAL

NOTES.

56 SF

ALL-GENDER

SHOWER

169 SF

MECHANICAL

CHASE

70 SF

ALL-GENDER

RESTROOM

9"

CONCRETE SLAB -

SEE S-DWGS

4" POROUS

FILL

VAPOR

BARRIER

FOOTINGS -

SEE S-DWGS

A-204

A-602

A-602

A-602

A-602

8' -8

A-602

COLLAR TIES - SEE

S-DWGS

FINISHED FLOOR

42'-8" - SEE -S-DWGS

16"O.C. BOARD AND BATTEN

SPACING - COORDINATE FOR

ROOM SYMMETRY (TYP)

WALL HEATER (TYP) -

SEE M-DWGS

TOP/CMU

CEMENT BOARD,

PAINTED

9"

70 SF

ALL-GENDER

RESTROOM

70 SF

ALL-GENDER

RESTROOM

70 SF

ALL-GENDER

RESTROOM

CONCRETE SLAB -

SEE S-DWGS

4" POROUS

FILL

VAPOR

BARRIER

FOOTINGS - SEE

S-DWGS

8' -8

FINISHED FLOOR

30 SF

JANITORIAL

204 56 SF

ALL-GENDER

SHOWER

56 SF

ALL-GENDER

SHOWER

56 SF

ALL-GENDER

SHOWER

DRINKING FOUNTAIN

W/ BOTTLE FILLER -

SEE P-DWGS

SEE A-902 FOR ACCESSORIES

FOOTINGS - SEE

S-DRAWINGS

MOP SINK -M

SEE P-DWGS

VENT - SEE SPECS

FINISHED FLOOR

SLOPED SOLID SURFACE

TOP & END CAP -

PROVIDE P.T. FRAMING

AS REQ TO PROPERLY

SUPPORT

FLASHING & WEEPS

ABOVE LOOSE

LINTEL ANGLE - SEE

S-DWGS

CEMENT

BOARD,

PAINTED

16"O.C. BOARD AND BATTEN

SPACING - COORDINATE FOR

ROOM SYMMETRY (TYP)

P.T. SILL PLATE

2x6 STUD WALL @ 16" O.C.

CARRY CEMENT

BOARD DOWN CMU

WALL APPROX. 2".

BOND BEAM -

SEE S-DWGS

BOARD & BATTEN

CEMENT BOARD

PEAL & STICK

MEMBRANE ISOLATION

PAD BETWEEN WOOD

& CONCRETE (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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:38 :00

A M

C:

\R ev it L oc al

Pr oje cts \30

_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-204

EH

CTH

WLD

3094.2301

08/30/24

BUILDINGS 200/300 -

CAMPGROUND BATH

HOUSE - BUILDING

SECTIONS

SCALE: 3/8" = 1'-0"A-204

1 BUILDINGS 200/300 - LONGITUDINAL SECTION

SCALE: 3/8" = 1'-0"A-204

2 BUILDINGS 200/300 - TRANSVERSE SECTION

SCALE: 3/8" = 1'-0"A-204

3 BUILDINGS 200/300 - TRANSVERSE SECTION

SCALE: 1 1/2" = 1'-0"A-204

4 DETAIL

VALLEY VALLEY

R

ID

G E

RIDGERIDGE

A-301

A-301

A-301

A-301

EXISTING STONE CHIMNEY W/

NEW METAL CHIMNEY CAP

R

ID

G E

CERTI-SAWN PRESERVATIVE TREATED

SHAKES SHINGLES, NO. 1 GRADE AND 16"

LENGTH W/ A WEATHER EXPOSURE OF 5"

CERTI-SAWN PRESERVATIVE

TREATED SHAKES SHINGLES,

NO. 1 GRADE AND 16" LENGTH

W/ A WEATHER EXPOSURE OF 5"

VENTED RIDGE CAP

FELT UNDERLAYMENT T&G ROOFING DECK

1" THICK VENTILATED RIDGE

PROVIDE 2" AIR GAP IN ROOF

DECK FOR NATURAL VENTILATION

EXISTING WOOD RAFTERS

EXISTING RIDGE BEAM

COPPER VALLEY FLASHING

EXTEND 12" EACH SIDE OF

VALLEY CENTERLINE

FELT UNDERLAYMENT

T&G ROOFING

DECK

CERTI-SAWN PRESERVATIVE

TREATED SHAKES SHINGLES,

NO. 1 GRADE AND 16" LENGTH

W/ A WEATHER EXPOSURE OF 5"

EXISTING WOOD

RAFTERS

CERTI-SAWN PRESERVATIVE

TREATED SHAKES SHINGLES,

NO. 1 GRADE AND 16" LENGTH

W/ A WEATHER EXPOSURE OF 5"

T&G ROOFING DECK

SEALANT AND BACKER ROD

1/4"H DAM

1 1/2" DEEP SAW CUT REGLET

IN WALL STEP FLASHING -

SECURE W/ LEAD WEDGES

EXISTING STONE CHIMNEY

BREAK METAL CHIMNEY

COVER W/ X-BEND TO

SHED WATER, COLOR TO

BE SELECTED BY OWNER

FELT UNDERLAYMENT

SELF-TAPPING SCREW

T&G ROOFING DECK

FELT UNDERLAYMENT

CERTI-SAWN PRESERVATIVE

TREATED SHAKES SHINGLES,

NO. 1 GRADE AND 16" LENGTH

W/ A WEATHER EXPOSURE OF 5"

6" COPPER STEP

FLASHING

EXISTING STONE

CHIMNEY

BREAK METAL CHIMNEY

COVER W/ X-BEND TO

SHED WATER, COLOR TO

BE SELECTED BY OWNER

SAWCUT AND INSTALL

REGELT PER DETAIL 2/A-301

A-301

EXISTING WOOD

RAFTERS

1. THE CONTRACTOR SHALL COVER ALL ROOF SURFACES WITH CERTI-SAWN® PRESERVATIVE

TREATED SHAKES SHINGLES BEARING THE CEDAR SHAKE & SHINGLE BUREAU®’S OFFICIAL

GRADE MARKED LABEL AS MANUFACTURED BY CEDAR SHAKE AND SHINGLE BUREAU (CSSB)

MEMBERS.

2. SHAKES/SHINGLES FOR ROOFS SHALL BE NO. 1 GRADE AND 16” LENGTH.

3. ROOF SHAKES/SHINGLES SHALL BE LAID WITH A WEATHER EXPOSURE OF 5” INCHES.

4. CERTI-SAWN® SHAKES SHALL BE APPLIED OVER SOLID SHEATHING. A SOLID DECK IS

RECOMMENDED IN SEISMIC ACTIVITY, HURRICANE AND TORNADO REGIONS AND IN AREAS

WHERE WIND-DRIVEN SNOW IS ENCOUNTERED AND UNDER PRESSURE IMPREGNATED TREATED

SHAKES AND SHINGLES.

5. CONTRACTOR SHALL APPLY A 36" WIDE STRIP OF NO. 30 ASTM D226 TYPE II OR NO. 30 ASTM D4869 TYPE LV ROOFING FELT AT THE EAVE LINE. AN 18" WIDE STRIP OF NO. 30 ASTM D226 TYPE II OR NO. 30 ASTM D4869 TYPE LV ROOFING FELT SHALL BE APPLIED OVER THE TOP PORTION OF

THE CERTI-LABEL® SHAKES AND EXTEND ONTO THE SHEATHING. BOTTOM EDGE OF FELT SHALL

BE POSITIONED AT A DISTANCE ABOVE THE BUTT EQUAL TO TWICE THE WEATHER EXPOSURE.

6. SHAKES/SHINGLES SHALL BE AT LEAST DOUBLED AT ALL EAVES.

7. BUTTS OF THE SHAKES/SHINGLES IN THE FIRST COURSE ON ROOFS SHALL PROJECT 1 1/2" FROM

THE EDGE OF ROOF EAVES TO INSURE PROPER SPILL INTO GUTTERS AND APPROXIMATELY 1" AT

GABLE AND RAKE EDGE.

8. CERTI-SAWN® SHAKES SHALL BE SPACED APART NOT LESS THAN 3/8", NOT

MORE THAN 5/8".

9. CHIMNEY FLASHING SHALL EXTEND UP THE CHIMNEY TO A HEIGHT NOT LESS THAN 3", UP THE ROOF SLOPE TO A POINT EQUAL IN HEIGHT TO THE FLASHING ON THE CHIMNEY BUT NEVER LESS

THAN 1 1/2 TIMES THE SHAKE/SHINGLE EXPOSURE.

10. APRON COUNTER FLASHING SHALL EXTEND TO WITHIN 1" OF THE SURFACE OF THE FINISHED

ROOF.

11. WHERE SADDLES OR CRICKETS ARE FORMED IN BACK OF CHIMNEYS, CURVES OR SIMILAR

VERTICAL SURFACES, THEY SHALL BE CARRIED NOT LESS THAN 10" UNDER THE

SHAKES/SHINGLES.

12. STEP FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH

SLOPES. THEY SHALL BE FORMED OF SEPARATE PIECES. FLASHING SHALL EXTEND

HORIZONTALLY NOT LESS THAN 3" AND UP THE VERTICAL WALL SO THAT THEY SHALL BE LAPPED BY THE COUNTER FLASHING NOT LESS THAN 4". IT SHALL BE INSTALLED IN STEP FASHION AND

EACH PIECE SHALL LAP NOT LESS THAN 3" (ONE FLASHING INSTALLED ON EACH COURSE

CONCEALED UNDER THE COVERING COURSE). IF OTHER THAN MASONRY IS USED THE FLASHING

SHALL EXTEND UP THE WALL NOT LESS THAN 3" BEHIND THE SHEATHING PAPER.

GENERAL NOTES

13. ALL SHAKE/SHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP TYPE

APPLIED AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH NAILS LONG ENOUGH TO

PENETRATE INTO SHEATHING AT LEAST 3/4”, POSITION FASTENERS APPROXIMATELY 2”

ABOVE EXPOSURE LINE. INSTALL A STRIP OF FELT, EAVE PROTECTION MATERIAL OR

METAL OVER HIP OR RIDGE UNDER THE RIDGE OR HIP CAP. IF LONGER OR SHORTER RIDGE

CAP IS USED, ADJUST EXPOSURE ACCORDINGLY.

14. SHAKES/SHINGLES EXTENDING INTO THE VALLEY SHALL BE SAWED TO THE PROPER MITER.

15. DO NOT LAY SHAKES OR SHINGLES WITH GRAIN PARALLEL WITH THE CENTERLINE OF

VALLEYS.

16. ALL VALLEYS SHALL BE INSTALLED WITH SHAKES/SHINGLES LAPPING THE VALLEY

FLASHING NOT LESS THAN 7" ON EACH SIDE.

17. ON SHINGLE ROOFS OF LESS THAN 6:12 SLOPE, FLASHING SHOULD EXTEND AT LEAST 11”

ON EACH SIDE.

18. FOR SHAKES, METAL VALLEY SHEETS SHALL BE CENTER-CRIMPED; OF 20" MINIMUM WIDTH;

UNDERLAYED WITH A STRIP OF NO. 30 ASTM D226 TYPE LL OR NO. 30. ASTM D4869 TYPE LV

ROOFING FELT OVER THE SHEATHING, AND COATED WITH A METAL PAINT.

19. CERTI-LABEL® ROOF SHAKES AND SHINGLES SHALL BE SECURED WITH TWO (2)

FASTENERS: STAINLESS STEEL TYPE 304, TYPE 316, OR HOT-DIPPED GALVANIZED WITH A

COATING WEIGHT OF ASTM A153 CLASS D 2 (1.0 OZ/FT ).FOR PRESSURE–IMPREGNATED

TREATED PRODUCTS FASTENERS USED WITH PRESERVATIVE-TREATED (CERTI-LAST®)

SHAKES OR SHINGLES MUST BE STAINLESS STEEL TYPE 316. FASTENERS SHALL BE LONG

ENOUGH TO PENETRATE INTO THE SOLID WOOD SHEATHING AT LEAST 3/4”.

20. NAILS SHALL BE DRIVEN FLUSH BUT NOT SO THAT THE NAIL HEAD CRUSHES THE WOOD.

THEY SHALL BE PLACED APPROXIMATELY 3/4" TO 1" FROM THE SIDE EDGES OF THE

SHAKES/SHINGLES AND APPROXIMATELY 1 1/2" ABOVE THE BUTT LINE OF THE FOLLOWING

COURSE.

21. EACH ROOF SHAKE/SHINGLE SHALL BE SECURED WITH TWO FULL-DRIVEN, CORROSION

RESISTANT FASTENERS.

22. USE 3D “BOX” NAILS FOR NEW ROOFS WITH 16" AND 18" SHINGLES.

23. USE 5D "BOX" NAILS FOR OVER-ROOFING WITH 16" AND 18" SHINGLES, AND FOR HIPS AND

RIDGES.

24. 6D NAILS ARE USUALLY ADEQUATE FOR CERTI-LABEL® SHAKES, BUT LONGER NAILS SHALL

BE USED AS CERTI-LABEL® SHAKE OR SHINGLE THICKNESS OR WEATHER EXPOSURE

DICTATES.

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

NO.

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

LAKE WINFIELD SCOTT

CAMPGROUND

RECONSTRUCTION

439 LAKE WINFIELD SCOTT ROAD

SUCHES, GA 30572

Project Issue Date: 08/30/2024 Project Status: Final Construction Documents Contract Number: 12445223C0003

CHATTAHOOCHEE - OCONEE NATIONAL

FOREST, BLUE RIDGE RANGER

DISTRICT, UNIT ID CODE 0803

REVISION/ISSUE DATE

8/3 0/2

4 9

:38 :45

A M

C:

\R ev it L oc al

Pr oje cts \30

_L ak e W inf iel d S co tt\3

1_ Ar ch ite ctu ra l-L oc al_ ch olr oy d.r vt

A-301

EH

JNA

WLD

3094.2301

08/30/24

PICNIC PAVILION - ROOF

PLAN & DETAILS

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

1 ROOF PLAN - PICNIC PAVILION

SCALE: 3" = 1'-0"A-301

2 RIDGE DETAIL

SCALE: 3" = 1'-0"A-301

3 VALLEY DETAIL

SCALE: 3" = 1'-0"A-301

4 STEP FLASHING & CHIMNEY CAP DETAIL

SCALE: 1 1/2" = 1'-0"A-301

5 STEP FLASHING ELEVATION

8" CMU

WALL

3' -2

" T O

P O

F C

AP

THRU-WALL FLASHING

W/WEEPS @ 24" O.C.

STONE VENEER

5/8" ZIP SHEATHING

SYSTEM

BOARD & BATTEN

SIDING

CEMENT BOARD

LAP SIDING

SHIM

(2) LAYERS OF 1 X 4

FIBER CEMENT TRIM

FLASHING

DRAINAGE MAT

5/8" ZIP SHEATHING

SYSTEM

P.T. SILL PLATE

BOND BEAM - SEE S-DWGS

BOARD & BATTEN

CEMENT BOARD

FLASHING SET IN A

FULL BED OF SEALANT

OPEN HEAD

WEEPS @ 24"

O.C.

R-19 BATT

INSULATION

STONE SILL

CAP

4"+-

FOUNDATION VENT -

SEE SHEET A-201

FOR LOCATIONS

PEEL & STICK MEMBRANE

ISOLATION PAD BETWEEN

WOOD & CONC. (TYP)

1" AIR GAP

MORTAR NET

WALL TIES

GROUT FILL WALL

CAVITY UP TO FINISHED

GRADE AND INSTALL

FLASHING AND WEEPS -

SEE C-DWGS

CEMENT BOARD

WASH

2" RIGID

INSULATION

8" CMU WALL

FINISH FLOOR - SEE

FINISH SCHEDULE

T&G WOOD CEILINGS &

SOFFIT ON EXTERIOR -

SEE BUILDING SECTIONS

8'-8" AFF

6" WOOD STUD WALL W/

CEMENT BOARD EACH

SIDE

PT 2x6

BATT INSULATION

8" CMU BOND BEAM -

SEE S-DWGS

VERTICAL REINFORCING -

SEE S-DWGS

HORIZONTAL REINFORCING -

SEE S-DWGS

PEEL & STICK

MEMBRANE

3'

4" A

FF

3" PVC PIPE SLEEVE

FOR FLEX SHOWER

PIPING - SEE P-DWGS 2x4 WOOD STUDS

@ 16" O.C.

SOUND BATT

INSULATION

5/8" GYPSUM

BOARD EACH

SIDE

CEILINGS @ 9'-0"AFF

SCHEDULED

BASE

FINISH FLOOR -

SEE FINISH

SCHEDULE

5/8" GYPSUM

BOARD

P.T. WOOD

SILL PLATE

PEEL & STICK

MEMBRANE

STONE VENEER

R-19 BATT

INSULATION

GROUT FILL WALL

CAVITY UP TO FINISHED

GRADE AND INSTALL

FLASHING AND WEEPS -

SEE C-DWGS

STONE SILL CAP

BOARD & BATTEN

SIDING

5/8" ZIP SHEATHING

SYSTEM

2x6 WOOD STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

3' -2

" T O

P O

F C

AP

FLASHING SET IN A

FULL BED OF SEALANT

P.T. WOOD SILL PLATE

OPEN HEAD

WEEPS @ 24" O.C.

FACE\STUDFACE\STONE

1" AIR GAP

DRAINAGE MAT

PEEL & STICK MEMBRANE

MORTAR NET

WALL TIES

4" +/- 1 3/4"

THRU-WALL FLASHING

W/WEEPS @ 24" O.C.

8x8 HEAVY TIMBER BEAM -

STAINED - SEE S-DWGS

8X8 HEAVY TIMBER

WOOD COLUMN -

STAINED - SEE S-DWGS

CEMENT BOARD

SIDING

FASCIA

STANDING SEAM METAL

ROOF - SEE A-602

5/8" ZIP SHEATHING

SYSTEM

GABLE END FRAMING

WOOD FRAMING -

SEE S-DWGS

T&G WOOD SOFFIT

LOUVER - BOT @ 10'9" AFF

SEE FOR DETAILS/8 A-801

DRAINAGE MAT

FLASHING W/ DRIP

RIDGE

T&G CEILING - SEE FINISH

SCHEDULE

5/8" ZIP SHEATHING

SYSTEM - WRAP R.O.

WITH ZIP FLASHING

SYSTEM TO INSIDE

FACE OF R.O.

VERTICAL SIDING

(CEMENT BOARDS)

VERTICAL SIDING

(BATTENS @ 18" O.C.)

8" CMU BOND BEAM -

SEE S-DRAWINGS FOR

REINFORCING, TYP.

P.T. BLOCKING

BACKER ROD &

SEALANT - DO NOT

BLOCK WEEPS

ALUMINUM FRAME

SILL FLASHING:

HEMMED FRONT DRIP

WITH 1/2" H REAR &

SIDE DAMS - SET IN A

FULL BED OF

SEALANT

FACE OF CMU

PEEL & STICK

MEMBRANE

DRAINAGE MAT

1/2"

SOLID SURFACE

SILL SET IN A FULL

BED OF SEALANT

1"

SEALANT

2" RIGID INSULATION

ALUMINUM FRAME

OUTRIGGERS

@ 16" O.C. RAFTERS @

16" O.C.