Atch_3_Drawings.pdf

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

OF

SHEET

NAME OF PARK

COUNTYREGION STATE

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

SOUTHEAST REGION

VICINITY MAP

NO SCALE

QUALITY DESIGN CERTIFICATIONMark Sheet Date InitialREVISION

PROJECT MANAGER DATE

PREPARED IN ACCORDANCE WITH DESIGN DEVELOPMENT (TITLE 1)

(DRAWING NO.)

OR

VARIANCE FROM DESIGN DEVELOPMENT (TITLE 1)

APPROVED BY SUPERINTENDENT ON

OR

CONSTRUCTION DRAWING NOT PRECEDED BY DESIGN

DEVELOPMENT (TITLE 1)

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

GWWO INC. - CONTRACT NUMBER D4526101003

HENRY ADAMS, LLC

BALTIMORE, MD

KCI TECHNOLOGIES

BALTIMORE, MD

MECHANICAL:CIVIL:

HENRY ADAMS, LLC

BALTIMORE, MD

ELECTRICAL:

THORNTON TOMASETTI

WASHINGTON, DC

STRUCTURAL:

80074

CUIS-193139

SOUTHEAST CAMDEN GEORGIA

CUMBERLAND ISLAND NATIONAL SEASHORE

REPLACE THE SEA CAMP

COMFORT FACILITIES

FINAL CONSTRUCTION DOCUMENTS

LOCATION MAP- CUMBERLAND ISLAND NATIONAL SEASHORE

1 COVER SHEET

2 G2 INDEX TO DRAWINGS, ABBREVIATIONS, AND KEYS

3 C2.0 EXISTING CONDITIONS PLAN

4 C2.1 SITE PLAN

5 C2.2 DETAIL SHEET

6 AS.1 ARCHITECTURAL SITE AND DEMOLITION PLAN

7 A1.1 FLOOR PLANS AND CONSTRUCTION TYPES

8 A1.2 ROOF PLANS

9 A3.1 ELEVATIONS

10 A4.1 BUILDING SECTIONS

11 A4.2 WALL SECTIONS

12 A6.1 DETAILS

13 A6.2 DETAILS

14 A7.1 INTERIOR ELEVATIONS

15 S0.1 GENERAL NOTES

16 S0.2 LOAD DIAGRAMS

17 S1.0 GROUND FLOOR PLAN

18 S1.1 ROOF PLAN

19 S2.0 SECTIONS AND DETAILS

20 S2.1 SECTIONS AND DETAILS

21 S2.2 SECTIONS AND DETAILS

22 S2.3 LAP SPLICE SCHEDULES

23 M0.1 MECHANICAL ABBREVIATIONS, LEGEND AND GENERAL NOTES

24 M0.2 MECHANICAL SITE PLAN

25 M1.1 PLUMBING NEW WORK

26 M1.2 PLUMBING NEW WORK

27 M1.3 MECHANICAL NEW WORK

28 M2.1 MECHANICAL DETAILS

29 M3.1 MECHANICAL SCHEDULES AND CONTROLS

30 M4.1 RISER DIAGRAMS

31 E0.1 ELECTRICAL LEGEND, ABBREVIATIONS, AND CONVENTIONS

32 E0.2 ELECTRICAL GENERAL NOTES

33 E0.3 ELECTRICAL SITE PLAN

34 E1.1 FIRST FLOOR LIGHTING PLAN

35 E2.1 FIRST FLOOR POWER PLAN

36 E3.1 ELECTRICAL ONE-LINE DIAGRAM

37 E4.1 ELECTRICAL SCHEDULES

38 E5.1 ELECTRICAL DETAILS

39 E5.2 ELECTRICAL DETAILS

INDEX TO DRAWINGS

SHEET SHEET

SUB

TITLE OF SHEET

SUBSTRATE

MATERIAL

FASTENER ** SPACING EMBEDMENT

CONCRETE 1/2" EXPANSION BOLTS

OR

HILTI-KWIK BOLT II

OR

APPROVED EQUAL

3'-0" o.c. 2 1/4"

CMU 1/2" DIA. HILTI KWIK BOLT II

IN GROUT FILLED BLOCK

3'-0" o.c. 2 1/2"

STEEL 1/2" DIA THRU BOLTS

OR

HILTI DNI PINS WITH WASHER

OR

APPROVED EQUAL

3'-0" o.c.

3'-0" o.c.

WOOD 1/4" DIA LAG SCREWS 3'-0" o.c. 1 1/2"

FASTENERS ON WOOD BLOCKING OR MASONRY SHALL BE HOT DIPPED

GALVANIZED OR ALUMINUM

FASTENERS ON DISSIMILAR METALS SHALL BE STAINLESS STEEL

**FASTENERS SHALL BE NO MORE THAN 1'-0"

FROM END OF ANY BLOCKING SEGMENT

BLOCKING FASTENER SCHEDULE

STEEL (LARGE SCALE)

STEEL (SMALL SCALE)CONCRETE (SECTION)

COMPACTED GRAVEL

PLYWOOD

BLOCKING (INTERMITTENT/ AS REQ)

END GRAIN LUMBER (CONTINUOUS)

COMPACTED EARTH

CMU (ELEVATION)

SEALANT

FLASHING

GLASS (ELEVATION)

KEY TO MATERIALS

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

(ARCHITECTURAL DRAWINGS ONLY)

CMU (SECTION)

1t WINDOW TYPE

DOOR NUMBER

ROOM IDENTIFICATION

DEMOLITION NOTE

REFERENCE POINT

CONSTRUCTION NOTE

A101

SIM

A101

SIM

A101

SIM

WALL TYPE

DETAIL/ PARTIAL SECTION

REFERENCE

INTERIOR ELEVATION

REFERENCE

ELEVATION REFERENCE

WALL/ DETAIL SECTION

REFERENCE

BUILDING SECTION

REFERENCE

NEW WORK

KEY TO SYMBOLS

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

(ARCHITECTURAL DRAWINGS ONLY)

ACCESSORY

A101

SIM

A101

SIM

X

ROOM NAME

X.X

X.X

APPLICABLE CODES

ACCESSIBILITY STANDARDS UNDER THE BARRIERS ACT (ABAAS)

2012 INTERNATIONAL BUILDING CODE

2009 INTERNATIONAL MECHANICAL CODE

2009 INTERNATIONAL PLUMBING CODE

2011 NATIONAL ELECTRICAL CODE

NPFA 101 LIFE SAFETY CODE

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

J

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1/21/2013

G2JRG

INDEX TO DRAWINGS,

ABBREVIATIONS & KEYS

REPLACE THE SEA CAMP

COMFORT FACILITIES

R -RADIUS, RISER

RCP -REFLECTED CEILING PLAN

RD -ROOF DRAIN, ROUND

REC -RECEPTACLE

REF -REFERENCE

REG -REGULATOR

REINF -REINFORCE(D), REINFORCING

REQ -REQUIRED

RESIL -RESILIENT

REV -REVISE, REVISION

RGD -RIGID

RH -RIGHT HAND

RIMBD -RIMBOARD

RM -ROOM

RO -ROUGH OPENING

RR -RAILROAD

RTN -RETURN

RTNG -RETAINING

RX -REMOVE EXISTING

RPL -REMOVABLE PLATE

SAS -SURFACE ALL SIDES

SCHED -SCHEDULE

SCHEM -SCHEMATIC

SD -STORM DRAIN

SECT -SECTION

SEP -SEPARATE

SF -SQUARE FOOT

SFS -SURFACE FOUR SIDES

SG -SUPPLY GRILLE

SH -SHOWER

SHTHG -SHEATHING

SHT -SHEET

SI -SQUARE INCH

SIM -SIMILAR

SL -SLOPE

SLV -SLEEVE

SM -SMALL

SPCG -SPACING

SPCL -SPECIAL

SPEC -SPECIFICATIONS

SQ -SQUARE

SS -STAINLESS STEEL

ST -STREET

STA -STATION

STD -STANDARD

STIFF -STIFFENER

STIR -STIRRUP

STL -STEEL

STOR -STORAGE

STRUCT -STRUCTURAL

SUPT -SUPPORT

SUSP -SUSPEND(ED)

SW -SWITCH

SWBD -SWITCHBOARD

SWM -STORMWATER MANAGEMENT

SYM -SYMMETRICAL

SYP -SOUTHERN YELLOW PINE

SYS -SYSTEM

T -TREAD, THERMOSTATE

T&B -TOP AND BOTTOM

TC -TOP OF CURB

TEL -TELEPHONE

TEMP -TEMPERATURE, TEMPORARY

T&G -TONGUE AND GROOVE

THD -THREADED

THK -THICK

TO -TOP OF

TOC -TOP OF CONCRETE

TOF -TOP OF FOOTING

TOM -TOP OF MASONRY

TOP -TOP OF PARAPET

TOS -TOP OF STEEL

TOT -TOTAL

TRANS -TRANSVERSE

TRK -TRACK

TRTD -TREATED

TV -TELEVISION

TYP -TYPICAL

UC -UNDER CUT

UG -UNDERGROUND

UH -UNIT HEATER

UL -UNDERWRITERS LAB

UNO -UNLESS NOTED OTHERWISE

VB -VAPOR BARRIER

VCT -VINYL COMPOSITION TILE

VERT -VERTICAL

VIF -VERIFY IN FIELD

VOL -VOLUME

VTR -VENT THROUGH ROOF

W -WIDE, WIDTH

W/ -WITH

W/R -WITH RESPECT TO

WC -WATERCLOSET

WD -WOOD

WF -WIDE FLANGE

WHSE -WAREHOUSE

WL -WATER LINE

WM -WATER METER

WP -WEATHER PROOF, WORK POINT

WT -WEIGHT

WTRPRF -WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD(S) YARD(S)

IN -INCH(ES)

INFO -INFORMATION

INS -INSULATION

INT -INTERIOR

INV -INVERT

JB -JUNCTION BOX

JST -JOIST

JT -JOINT

KO -KNOCK OUT

L -LONG, LENGTH

LAD -LOCATED AS DIRECTED

LAN -LOCAL AREA NETWORK

LAV -LAVATORY

LB(S) -POUND(S)

LC -LOAD CENTER

LCC -LEAD COATED COPPER

LD -LOAD

LEV(G) -LEVEL(ING)

LF -LINEAL FOOT, LINEAL FEET

LG -LARGE

LL -LIVE LOAD

LLH -LONG LEG HORIZONTAL

LLV -LONG LEG VERTICAL

LOC -LOCATION

LONG -LONGITUDE, LONGITUDINAL

LP -LOW POINT

LT(S) -LIGHT(S)

LTG LIGHTING

LTGA -LIGHT GAGE

LTNG -LIGHTNING

LV -LOW VOLTAGE

LVL -LAMINATED VENEER LUMBER

MACH -MACHINE

MAN -MANUAL

MATL -MATERIAL

MAX -MAXIMUM

MECH -MECHANICAL

MED -MEDIUM

MET -METAL

MEZZ -MEZZANINE

MFR(S) -MANUFACTURER(S)

MH -MANHOLE

MIDHT -MIDHEIGHT

MIN -MINIMUM, MINUTE

MIR -MIRROR'

MISC -MISCELLANEOUS

MO -MASONRY OPENING

MOT -MOTOR

MSNRY -MASONRY

MTD -MOUNTED

N -NORTH

NA -NOT APPLICABLE

NC -NORMALLY CLOSED

NEUT -NEUTRAL

NIC -NOT IN CONTRACT

NOM -NOMINAL

#, NO -NUMBER

NS -NEAR SIDE

NTS -NOT TO SCALE

OA -OUTSIDE AIR

OC -ON CENTER

OD -OUTSIDE DIAMETER

OF -OUTSIDE FACE

OPNG -OPENING

OPP -OPPOSITE

OPP HND -OPPOSITE HAND

OH -OVERHEAD

OZ -OUNCE

% -PERCENT

/ -PER

± -PLUS OR MINUS

PAR -PARALLEL

PB -PUSH BUTTON

PC -PIECE

PE -POLYETHYLENE

PEN -PENETRATION

PERP -PERPENDICULAR

PH -PHASE

PL -PLATE

PLAM -PLASTIC LAMINATE

PLATF -PLATFORM

PLMB -PLUMBING

PLYWD -PLYWOOD

PNEU -PNEUMATIC

PNL -PANEL

PNLBD -PANELBOARD

POB -POINT OF BEGINNING

POC -POINT OF CONNECTION

PR -PAIR

PREFAB -PREFABRICATED

PRESS -PRESSURE

PROJ -PROJECT

PROP -PROPERTY

PSF -POUNDS/ SQUARE FOOT

PSI -POUNDS/ SQUARE INCH

PT -PARTITION

PTD -PAINTED

PTN -PARTITION

PVB -POLYVINYL BUTYL

PVC -POLYVINYL CHLORIDE

PVMT -PAVEMENT

QTY -QUANTITY

DL -DEAD LOAD

DMPR -DAMPER

DOM -DOMESTIC

DN -DOWN

DP -DISTRIBUTION PANEL

DR -DOOR

DRN -DRAIN

DS -DOWNSPOUT

DSP -DRY SPRINKLER PIPE

DVTL -DOVETAIL

DW -DISHWASHER

DWC -DRINKING WATER COOLER

DWG -DRAWING

DWH -DOMESTIC WATER HEATER

DWL(S) -DOWEL(S)

E -EMERGENCY

EA -EACH

EF -EACH FACE

EFF -EFFICIENCY

EG -EXHAUST GRILLE

EJ -EXPANSION JOINT

EL -ELEVATION

ELEC -ELECTRIC(AL)

ELEV -ELEVATOR

EMBED -EMBEDMENT

EMT -ELECTRICAL METAL TUBING

ENCL -ENCLOSURE

ENGR -ENGINEER

ENT -ENTRANCE

EPS -EXTRUDED POLYSTYRENE

EQ -EQUAL, EQUALLY

EQUIP -EQUIPMENT

EQUIV -EQUIVALENT

ES -EACH SIDE

EST -ESTIMATE

ET -EXPANSION TANK

ETR -EXISTING TO REMAIN

EX -EXISTING

EXH -EXHAUST

EXP -EXPOSED

EXP BLT -EXPANSION BOLT

EXT -EXTERIOR, EXTERNAL

EW -EACH WAY

EWC -ELECTRIC WATER COOLER

EWH -ELECTRIC WATER HEATER

F -FAHRENHEIT

FA -FIRE ALARM

FCP -FIRE ALARM CONTROL PANEL

FC -FLEX CONNECTION

FCU -FAN COIL UNIT

FD -FLOOR DRAIN

FDN -FOUNDATION

FDR -FEEDER

FE -FIRE EXTINGUISHER

FEC -FIRE EXTINGUISHER CABINET

FF -FINISH FLOOR

FG -FINISH GRADE

FHY -FIRE HYDRANT

FIN -FINISH

FL -FLOOR

FLEX -FLEXIBLE

FLGE -FLANGE

FLMB -FLAMMABLE

FLUOR -FLUORESCENT

FOM -FACE OF MASONRY

FP -FIRE PROTECTION

FRMG -FRAMING

FS -FAR SIDE

FT -FEET, FOOT

FTG -FOOTING

FTR -FIN TUBE RADIATION

FURR -FURRING

FUT -FUTURE

GA -GAGE/ GAUGE

GAL -GALLON

GALV -GALVANIZED

GEN -GENERAL

GL -GLASS, GLAZING

GR -GRADE

GRD -GROUND

GRTG -GRATING

GVL -GRAVEL

GWB -GYPSUM WALL BOARD

H -HIGH

HA -HANDICAPPED ACCESSIBLE

HD -HEAD

HEX -HEXAGONAL

HK -HOOK

HL(S) -HOLE(S)

HM -HOLLOW METAL

HORIZ -HORIZONTAL

HP -HORSE POWER

H PT -HIGH POINT

HQ -HEADQUARTERS

HR -HOUR

HT -HEIGHT

HTG -HEATING

HV -HIGH VOLTAGE

HVAC -HEATING/ VENTILATING/ AIR

CONDITIONING

HW -HOT WATER

HZ -HERTZ

H2O -WATER

ID -INSIDE DIAMETER

IE -INVERT ELEVATION

IF -INSIDE FACE

AB -ANCHOR BOLT

ABV -ABOVE

AC -ACOUSTIC(AL)

ACC -AIR COOLED CONDENSING UNIT

ACP -ACOUTICAL PANEL

ACU -AIR CONDITIONING UNIT

AD -ACCESS DOOR

ADD -ADDENDUM, ADDITION

ADDL -ADDITIONAL

ADH -ADHESIVE

ADJ -ADJUST, ADJACENT

AFF -ABOVE FINISH FLOOR

AFG -ABOVE FINISH GRADE

AGGR -AGGREGATE

AHU -AIR HANDLING UNIT

ALT -ALTERNATE

AL -ALUMINUM

ANC -ANCHOR

AP -ANNUNCIATOR PANEL

APA -AMERICAN PLYWOOD

ASSOCIATIONG

APPD -APPROVED

APPROX -APPROXIMATE(LY)

ARCH -ARCHITECTURAL

ASSY -ASSEMBLY

ASYM -ASYMMETRICAL

ATC -ACOUSTICAL TILE CEILING

ATTEN -ATTENUATION

AUTO -AUTOMATIC

AVG -AVERAGE

AWG -AMERICAN WIRE GAUGE

& -AND

@ -AT

< -ANGLE(S)

BAL -BALANCE

BEJ -BUILDING EXPANSION JOINT

BKHD -BULKHEAD

BLDG -BUILDING

BLK(G) -BLOCK(ING)

BLR -BOILER

BM -BEAM

BOD -BOTTOM OF DUCT

BOS -BOTTOM OF STEEL

BOT(T) -BOTTOM

BPL -BASE PLATE

BRCG -BRACING

BRDG -BRIDGING

BRG -BEARING

BRK -BRICK

BS -BOTH SIDES

BSMT -BASEMENT

BT -BATHTUB

BTU -BRITISH THERMAL UNIT

BTUH -BRITISH THERMAL UNIT/ HOUR

BTWN -BETWEEN

BW -BOTH WAYS

C -CONDUIT

CAB -CABINET

CAT -CATEGORY

CATV -CABLE TELEVISION

CBU -CEMENTITIOUS BACKER UNIT

CCTV -CLOSED CIRCUIT TELEVISION

CFLS -COUNTER FLASHING

CFM -CUBIC FEET PER MINUTE

CHAM -CHAMFER

CHAN -CHANNEL

CHKR -CHECKER

CIR -CIRCLE

CKT -CIRCUIT

CJ -CONSTRUCTION JOINT

CL -CLEAR, CLEARANCE

CTLN -CENTERLINE

CLG -CEILING

CLJ -CONTROL JOINT

CMU -CONCRETE MASONRY UNIT(S)

CO -CLEAN OUT

COL -COLUMN

CONC -CONCRETE

COND -CONDENSATE

CONN -CONNECTION

CONST(R) -CONSTRUCTION

CONT -CONTINUED, CONTINUOUS

CONTR -CONTRACTOR

COORD -COORDINATE

CPT -CARPET

CSK -COUNTERSUNK

CT -CERAMIC TILE

C TO C -CENTER TO CENTER

CTR -CENTER

CU FT -CUBIC FEET, CUBIC FOOT

CU IN -CUBIC INCH(ES)

CU YD -CUBIC YARD(S)

CV -CHECK VALVE

CW -COLD WATER

CX -CONNECT TO EXISTING

D -DEEP, DEPTH

DBL -DOUBLE

DEG -DEGREE

DEMO -DEMOLISH

DEPT -DEPARTMENT

DET -DETAIL(S)

DEV -DEVELOP

DF -DRINKING FOUNTAIN

Ø/ DIA -DIAMETER

DIAG -DIAGONAL

DIM -DIMENSION

DISP -DISPENSER

DK -DECK

ABBREVIATIONS

2 39

G

.D W

G

Water Spigot at er S pi go t

Water Spigot

Water Shut Off Valve

W ater Shut Off Valve

Elevated Wood Walkway/Ramp

St ep s

Wood Deck

26" Diameter Septic Tank Lid (Submerged)

Lid Top: 15.44'

Lid Top: 15.37'

Lid Top: 15.27'

4" P

VC To p:

.15

4" P

VC To p:

.00

4" PVC Top: 14.98'

Concrete Septic Box/Clean Out

4" PVC Sewer Pipe

Approximate Location Of The Septic Drainfields In This Area

Approximate Location Of Septic Tank

To Beach / Boardwalk

To C am ps ite s

To C am ps ite s

To Main Road

Women's Bathrooms

Men's Bathrooms

Ea ve

Eave

Ea ve

Eave

3 Showers

3 Showers

Sink

W oo d D ec k

Enclosed Storage Garbage Enclosure

.0

17.5

17.5

17.5

17.5

17.5

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

17.0

.0

.0

17.0

17.0

16.5

16.5

16.5

.5

16.5

.5

16.5

.5

16.5

16.5 16.5

16.5

16.5

16.5

.5

16.5

16.5

16.5

16.5

16.0

16.0

16.0

.0

16.0

.0

16.0

16.0

16.0

.0

.0

16.0

16.0

16.0

16.0

16.0

16.0 16.0

Metal Power Transformer

On Concrete Slab

Wood Campground Sign

Concrete Footings

36" Diameter Elevated Metal Tank on Wood Posts

C on cr et e Ta nk To p:

6.

Concrete

Edge Sand/Dirt Road

Edge Sand/Dirt Road

Ed ge

S an d/ Di rt Ro ad

Edg e S an d/D irt Roa d

Edge Sand/Dirt Road

Edge Sand/Dirt Road

GENERAL NOTES

A. CONTRACTOR SHALL ADJUST ALL FRAMES, GRATES AND COVERS OF ALL EXISTING UTILITIES WITHIN THE

LIMITS OF THE CONTRACT TO PROPOSED GRADE AS REQUIRED.

B. CONTRACTOR SHALL INSTALL SEDIMENT CONTROLS PRIOR TO BEGINNING ANY WORK AND SHALL MAINTAIN SEDIMENT CONTROLS THROUGHOUT THE ENTIRE DURATION OF DEMOLITION AND CONSTRUCTION ACTIVITIES, IN

ACCORDANCE WITH ALL APPLICABLE STATE AND COUNTY REQUIREMENTS.

C. ALL EXCAVATION SHALL BE BACKFILLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. IN THE EVENT THAT A PORTION OF A UTILITY IS TO BE REMOVED, THE CONTRACTOR SHALL TERMINATE AND CAP TO THE LIMITS

INDICATED IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS.

D. THE DEMOLITION INFORMATION SHOWN ON THIS DRAWING IS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LIMITS OF

DEMOLITION AND REMOVAL OF AFFECTED SITE ITEMS.

E. DISCONNECT ALL UTILITIES SERVING THE BUILDING PRIOR TO DEMOLITION OF STRUCTURES AND

FOUNDATIONS. REMOVE EXISTING PIPING UNDER PROPOSED BUILDING FOOTPRINT.

F. MAINTAIN THE ROAD ACCESS FROM THE MAIN ROAD TO THE BEACH/BOARDWALK DURING DEMOLITION AND

CONSTRUCTION.

NOTES (REFER TO ARCHITECTURAL SITE PLAN FOR LOCATIONS)

1. COORDINATE THE LOCATION OF STAGING AREA AND CONSTRUCTION FENCE WITH CONTRACTING OFFICER.

REFER TO CIVIL DRAWINGS FOR DETAILS.

2. PROVIDE SAFETY FENCE AT LIMIT OF DISTURBANCE.

3. DEMOLISH EXISTING TOILET BUILDING, SHOWER BUILDING, AND ELEVATED WALKWAY, INCLUDING

ASSOCIATED STRUCTURE, FINISHES AND FIXTURES.

4. REMOVE EXISTING DOMESTIC WATER LINE TO FIVE FEET BEYOND THE FOOTPRINT OF THE PROPOSED

BUILDING.

5. REMOVE EXISTING WATER SHUT OFF. PLACE NEW VALVE IN GROUND VAULT OUTSIDE OF PROPOSED BUILDING FOOTPRINT AND CONNECT TO NEW SERVICES AS SHOWN ON M0.2 AND M1.1. VERIFY IN FIELD IF THIS VALVE DISCONNECTS DOWN-STREAM CONNECTIONS. IF IT DOES, CONVERT THE CONNECTION AS A BRANCH OFF THE MAIN LINES, RE-ROUTE THE PIPE OUTSIDE THE PROPOSED FOOTPRINT AND SUPPLY A

NEW SHUT OFF IN THE GROUND VAULT.

6. REMOVE EXISTING SANITARY LINES TO FIVE FEET BEYOND THE NEW BUILDING, TYPICAL. PROVIDE

TEMPORARY PIPE CAP UNTIL REFITTED WITH NEW SEWER LINES FROM NEW BUILDING.

7. REMOVE EXISTING POWER BREAKER BOX.

8. REMOVE EXISTING TIMER BOX.

9. REMOVE EXISTING FEEDER. CONTACT OKEFENOKE RURAL ELECTRIC MEMBERSHIP CORPORATION AT 1-800-282-7411 TO DE-ENERGIZE AND REMOVE FEEDER TO COMFORT FACILITY BACK TO GENERAL

ELECTRIC METER #4987426.

10. PUMP OUT AND FILL EXISTING, UNUSED CONCRETE SEPTIC TANK TO THE NORTH OF THE EXISTING

BUILDING. FILL OPENINGS AND COVER WITH CONCRETE.

11. INSTALL TREE FENCING AROUND THE LIVE OAKS ADJACENT TO THE CONSTRUCTION AREA TO PROTECT

THEM FROM DAMAGE DURING CONSTRUCTION.

12. REMOVE WATER TANK, FOOTINGS AND ALL PIPING AT SOUTH SIDE OF EXISTING BUILDING.

NEW BUILDING

FOOT PRINT

NOTE 3

LOD,

REFER TO C2.1

NOTE 2

NOTE 1

NOTE 4

NOTE 4

NOTE 5

NOTE 6, TYP

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 12

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

J

A N

U A

R Y

A U

TO

C

A D

P

:\C U

IS

\1

9\

FI

N A

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AJB

1/21/2013

AS.1Checker

ARCHITECTURAL SITE PLAN AND

DEMOLITION PLAN

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AAS.1

ARCHITECTURAL SITE PLAN1

SCALE OF FEET

10 0 10 20

SCALE A

6 39

A S

.1 .D

23' - 8"

A4.1

A4.1

A4.1

WOMEN

MEN

SHOWERS

2 2

2 2

3 3

PLUMBING

CHASE

A6.1

A6.1

A4.2

WORK POINT,

SEE CIVIL.

47' - 8"

3' - 0" 3' - 0"

18' - 0" 6' - 0" 20' - 0"

CL

A6.1

A3.1 2 A3.16

A3.1

A3.1

A6.1

BENCH,

TYP OF 5

CONCRETE RAMP,

SEE CIVIL.

3' - 0" 2' - 9" 4' - 3 1/2" 2' - 9" 4' - 4" 2' - 9"

3' - 0" 2' - 9" 4' - 3 1/2"

5' - 5"

2' - 9" 3' - 0"6' - 2 3/4"

A3.1 54

/4

/2

/4

4 4

T Y

P

2' - 0" TYP

/2

/2

5' - 5"

E Q

E Q

TYP

A7.1

A6.2

CONCRETE

WALKWAY

5' - 10 1/2"

8' - 8 3/4"6' - 7"

12' - 2" EQEQ

103B

103C

103D103E103F

103A

1x6 WOOD SIDING

8" CMU

HORIZONTAL

REINFORCING

WOOD FURRING

6" CMU 4" CMU

PLAN

HORIZONTAL

REINFORCING

HORIZONTAL

REINFORCING

PLAN

PLAN

4" CMU

HORIZONTAL

REINFORCING

PLAN

1x6 WOOD SIDING

WOOD FURRING

BITUMINOUS

DAMP PROOFING

BITUMINOUS

DAMP PROOFING

ROOF TYPE 1

SECTION

STANDING SEAM

METAL ROOFING

3/4" PLYWOOD

1x8 WOOD BOARDS

ROOF TRUSS,

SEE STRUCT

HIGH TEMPERATURE

UNDERLAYMENT

A4.1

18' - 0"

1' - 0" 1' - 4"EQ-A EQ-A 1' - 4" EQ-A EQ-A1' - 4" 1' - 0"

E Q

-B E

Q -B

E Q

-B

E

Q -B

E Q

-B

A6.1

A6.1

3' - 0" 3' - 0" 23' - 8"

CMU PILASTERS,

TYP

ROOF TYPE 1

ROOF TRUSS,

TYP. SEE STRUCT.

WOOD TRIM, TYP.

SEE A6.2 FOR DETAILS

TYP

TYP

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

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GWWO, INC.

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FLOOR PLANS AND

CONSTRUCTION TYPES

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA1.1

GROUND FLOOR PLAN1

SCALE OF FEET

4 0 4 8

SCALE A

SCALE BA1.1

WALL TYPES3

SCALE OF FEET

12 128 0

SCALE B

SCALE BA1.1

ROOF TYPES4

7 39

DOOR SCHEDULE

OPENING

NO.

From

Room: To Room:

DOOR FRAME

HardwareDoor Type Construction Width Height Frame Construction Head Jamb

101 101 F HM 3' - 0" 7' - 0" F-1 HM SEE A6.1 SEE A6.1 1

102 102 F HM 3' - 0" 7' - 0" F-1 HM SEE A6.1 SEE A6.1 1

103A 103 103 * * 1' - 0" 1' - 0" * * * * * 103B 103 103 * * 1' - 0" 1' - 0" * * * * * 103C 103 103 * * 1' - 0" 1' - 0" * * * * * 103D 103 103 * * 1' - 0" 1' - 0" * * * * * 103E 103 103 * * 1' - 0" 1' - 0" * * * * * 103F 103 103 * * 1' - 0" 1' - 0" * * * * *

104 104 F HM 3' - 0" 7' - 0" F-1 HM SEE A6.1 SEE A6.1 2

EXT

EXT

EXT

INTERIOR FINISHES AND PRODUCTS

WALL FINISHES: ALL EXPOSED CMU WALLS WILL BE FINISHED WITH AN EPOXY

COATING. WOOD SIDING TO BE PROVIDED WHERE DESIGNATED

BY WALL TYPE

A

.1 .D

W G

SCALE AA1.1

TOP-OF-WALL PLAN2

* ACCESS PANEL. COORDINATE LOCATION WITHIN SHOWER STALL WITH PIPING AND PLUMBING FIXTURES

METAL SCREENING MESH: McNICHOLIS QUALITY WIRE MESH, SQUARE WEAVE, STAINLESS

STEEL TYPE 316, 4 MESH, .0470" WIRE, .203" OPENING

ITEM NUMBER: 3104474810, WWW.MCNICHOLS.COM, OR

APPROVED EQUAL

A3.1 2

A3.1

A4.1

A4.1

A4.1

A3.1

A3.16

20:12 20:12

5:12 5:12

:1

:1

ROOF TYPE 1

ROOF TYPE 1

ROOF TYPE 1,

BELOW

WOOD TRUSSES COVERED WITH METAL SCREENING

MESH. THE METAL SCREENING MESH WILL BE

MANIPULATED TO FOLLOW THE FORM OF THE ROOF

TRUSS.

WALLS, BELOW

A6.1

A6.1

A6.1

1x3 WOOD TRIM, FASTEN OVER

METAL SCREENING MESH AT

RIDGE, PITCH BREAKS AND

ENDS OF TRUSS

TYP

TYP

TYP

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

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GWWO, INC.

BALTIMORE, MD

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ROOF PLANS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA1.2

ROOF PLAN1

SCALE OF FEET

4 0 4 8

SCALE A

8 39

A

.2 .D

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

A4.1

T.O. MSNRY- TOILET

BLDG

25.50'

STANDING SEAM

METAL PANEL

WOOD SIDING

SCREENED OPENINGSWOOD SIDING

METAL SCREENING

MESH

ROOF TRUSS,

TYP. SEE STRUCT

STANDING SEAM

METAL PANEL 3' - 4"

/2

WOOD SIDING

WOOD TRIM

WOOD TRIM

TRUSS, SEE

STRUCT

LOUVER

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

A4.1

T.O. MSNRY- TOILET

BLDG

25.50'

STANDING SEAM

METAL PANEL

WOOD SIDING

SCREENED

OPENINGS

WOOD SIDING

METAL SCREENING

MESH

ROOF TRUSS, TYP.

SEE STRUCT.

WOOD TRIM

3' - 4"

/2

WOOD SIDING

WOOD TRIM

WOOD TRIM

LOUVER

GROUND FLOOR PLAN

17.50'

A4.1

WOOD SIDING

SCREENED

OPENINGS

STANDING SEAM

METAL PANEL

PILASTER

26.00'

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

STANDING SEAM

METAL PANEL

WOOD SIDING

A4.2

104 101102

WOOD TRIM

SCREENED

OPENINGS

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

WOOD SIDING

ROOF TRUSS

METAL

SCREENING MESH

ROOF TYPE 1

WOOD TRIM

WOOD TRIM

TRUSS, SEE

STRUCT.

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

WOOD SIDING

ROOF TRUSS

METAL SCREENING

MESH

ROOF TYPE 1

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

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ELEVATIONS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA3.1

NORTH ELEVATION- TOILET AND SHOWER BUILDINGS1

SCALE AA3.1

SOUTH ELEVATION- TOILET AND SHOWER BUILDINGS3

SCALE AA3.1

WEST ELEVATION- TOILET BUILDING2

SCALE AA3.1

EAST ELEVATION- TOILET BUILDING4

SCALE AA3.1

WEST ELEVATION- SHOWER BUILDING5

SCALE AA3.1

EAST ELEVATION- SHOWER BUILDING6

SCALE OF FEET

4 0 4 8

SCALE A

9 39

A

.1 .D

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

A4.2

SHOWERS

A6.2

GROUND FLOOR PLAN

17.50'

A4.1

A4.2

T.O. MSNRY- TOILET

BLDG

25.50'

MEN

WOMEN

PLUMBING

CHASE

A6.1

A6.1

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A4.1

A4.1

A4.2

T.O. MSNRY- TOILET

BLDG

25.50'

SHOWERS

MEN

A4.2

SIM

A6.2

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

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A4.1JRG

BUILDING SECTIONS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA4.1

BUILDING SECTION2

SCALE AA4.1

BUILDING SECTION3

SCALE AA4.1

BUILDING SECTION1

SCALE OF FEET

4 0 4 8

SCALE A

10 39

A

.1 .D

T.O. MSNRY- SHWR BLDG

26.83'

A6.2

T.O. MSNRY- TOILET

BLDG

25.50'

ROOF TYPE 1

WOMEN

A6.2

T Y

P

2' - 2"

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

METAL SCREENING MESH

ROOF TRUSS, TYP

T Y

P

SHOWERS

A6.2

CONCRETE WALKWAY

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

A6.2

SHOWERS

A6.1

3' - 6 1/2"

T Y

P

ROOF TYPE 1

METAL FASCIA

TRUSS, SEE STRUCT

METAL SCREENING

MESH

CONCRETE WALKWAY

GROUND FLOOR PLAN

17.50'

T.O. MSNRY- SHWR BLDG

26.83'

T.O. MSNRY- TOILET

BLDG

25.50'

A6.1

26.83'

A6.2

SIM

ROOF TYPE 1

PLUMBING

CHASE

A6.2

CONCRETE WALKWAY

2' - 2"

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

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A4.2JRG

WALL SECTIONS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA4.2

WALL SECTION3

SCALE AA4.2

WALL SECTION1

SCALE AA4.2

WALL SECTION2

SCALE OF FEET

1 1 30 2

SCALE A

SCALE AA4.2

WALL SECTION4

11 39

A

.2 .D

F

1x6 WOOD TRIM

WOOD FURRING, TYP

MFRS STANDARD

METAL RIDGE CAP

MFRS STANDARD

METAL Z CLIP

SEALANT

ROOF TYPE 1

ROOF TRUSS,

SEE STRUCT.

MFRS STANDARD PITCH

BREAK FLASHING

MFRS STANDARD

METAL Z CLIP

SEALANT

ROOF TYPE 1

ROOF TYPE 1

HIGH TEMPERATURE

UNDERLAYMENT

ROOF TRUSS, SEE STRUCT. MFRS STANDARD

METAL RIDGE CAP

MFRS STANDARD

METAL Z CLIP

SEALANT

ROOF TYPE 1

ROOF TRUSS,

SEE STRUCT.

1x6 WOOD TRIM

1x WOOD TRIM, CUT TO FIT

WOOD FURRING, TYP1x6 WOOD TRIM

- SIM

1x6 WOOD TRIM

WOOD

FURRING, TYP

WOOD SIDING

1' - 0"

SCREEN

ASSEMBLY

SEALANT

1x3 WOOD TRIM

1x WOOD BOARD, CUT TO FIT

WOOD SILL,

BELOW

SEALANT

CMU PILASTER,

SEE STRUCT

1x3 WOOD TRIM

WOOD SIDING

SCREEN ASSEMBLY

WOOD SILL,

BELOW

A6.2

4 4 2

1x6 WOOD TRIM

WOOD FURRING

1x WOOD TRIM, CUT TO FIT

1x WOOD BOARD, CUT TO FIT

1x6 WOOD TRIM

BLOCKING

1x6 WOOD TRIM

HM DOOR FRAME

SEALANT

3/8"

T.O. MSNRY- TOILET

BLDG

25.50'

CONCRETE LINTEL,

SEE STRUCT

SCREEN ASSEMBLY

1x4 WOOD BOARD.

CUT TO FIT

FLASHING

BLOCKING

1x6 WOOD TRIM

HM DOOR FRAME

BLOCKING

MEMBRANE

WATERPROOFING,

OVERLAP FLASHING

SEALANT

SEALANT

1x3 WOOD TRIM

1x WOOD BOARD, CUT TO FIT

1x WOOD BOARD, CUT TO FIT

S E

E A

.1

F O

R L

O C

S . S

E E

S T

R U

C T

F O

R D

E T

S

O

R

C M

U P

IL

A

S T

E R

1x6 WOOD TRIM.

CENTER AT 16"

PILASTER. SEE

A3.1 FOR LOC

AT 24" PILASTER

1x WOOD BOARD, CUT TO FIT

1x WOOD BOARD, CUT TO FIT

WOOD SILL,

BELOW

1x3 WOOD TRIM

1x3 WOOD TRIM

SEALANT

SEALANT

SEALANT

SCREEN ASSEMBLY

SCREEN ASSEMBLY

WOOD SILL,

BELOW

SEALANT

SIM

A6.2

WOOD SIDING

WOOD SIDING

2' - 1"

KING STARBOARD ST, 3/4" HIGH-DENSITY

POLYETHYLENE SHEET, BY KING

PLASTIC, WWW.KINGPLASTIC.COM,

OR APPROVED EQUAL

3/4" PLYWOOD,TYP

2x6 WOOD

2x6 TRUSS.

DETAIL SIMILAR

TO 3/S2.1. SEE

STRUCT.

2x6 FRAMING, BEYOND

EXTERIOR

SINK, SEE MECH.

GROUND FLOOR PLAN

17.50'

10 1/2"

2x WOOD BOARDS

2x4 WOOD SUPPORTS

AT 16" OC MAX. SECURE

TO CMU WALL AT ENDS

ROOF TYPE 1

MFR STANDARD

EDGE CLIP

2x WOOD BLOCKING

METAL FASCIA

ROOF TRUSS,

SEE STRUCT

SEALANTSEALANT

LOUVERWOOD

BLOCKING

ROOF TYPE 1

MFRS STANDARD

METAL Z CLIP

MFRS STANDARD

FLASHING

SEALANTLOUVER

2x WOOD

BLOCKING

AS REQ

ROOF TRUSS,

SEE STRUCT

SEALANT

SEALANT

SHIM

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

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A6.1JRG

DETAILS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE AA6.1

PLAN DETAIL1

SCALE AA6.1

SECTION DETAIL6

SCALE AA6.1

SECTION DETAIL7

SCALE AA6.1

SECTION DETAIL8

SCALE AA6.1

PLAN DETAIL4

SCALE AA6.1

PLAN DETAIL2

SCALE AA6.1

PLAN DETAIL5

SCALE AA6.1

PLAN DETAIL10

SCALE AA6.1

SECTION DETAIL9

SCALE AA6.1

PLAN DETAIL3

SCALE AA6.1

SECTION DETAIL13

SCALE AA6.1

SECTION DETAIL14

SCALE AA6.1

SECTION DETAIL11

SCALE AA6.1

SECTION DETAIL12

SCALE OF FEET

12 128 0

SCALE A

12 39

A

.1 .D

T.O. MSNRY- SHWR BLDG

26.83'

WD TRIM

ROOF TRUSS,

SEE STRUCT.

METAL SCREENING MESH

BLOCKING

1x6 WD BOARD

FLASHING

WOOD TRIM,

ROUTE OVER BOLT.

MEMBRANE

WATERPROOFING,

OVERLAP FLASHING

TOP PLATES,

SEE STRUCT

STEEL PLATE.

SEE STRUCT

FLASHING

1x4 WD BOARD

ROOF TYPE 1

5 1/2"5 1/2"

MFRS STANDARD

COUNTER FLASHING

MFRS STANDARD

METAL Z CLIP. SET IN

SEALANT.

/2

ANCHOR BOLT,

SEE STRUCT.

2x6 LEDGER, SEE STRUCT

2x6 INFILL, SEE STRUCT.

1x3 WOOD TRIM, FASTEN TO

CROSS BRACING

CROSS BRACING

/2

T.O. MSNRY- SHWR BLDG

26.83'

T.O. MSNRY- TOILET

BLDG

25.50'

ROOF TRUSS,

SEE STRUCT

BLOCKING

ROOF TYPE 1

1x8 WOOD

BOARDS, TYP

SHEATHING

6x6 WOOD BEAM.

SEE STRUCT

BLOCKING

1x WOOD BOARD.

CUT TO FIT

BLOCKING

SCREEN

ASSEMBLY

BLOCKING

1"

BLOCKING

SEALANT

MEMBRANE

WATERPROOFING,

OVERLAP FLASHING

SEALANT

SEALANT

A6.2

WOOD

FURRING,TYP

1x WOOD BOARD.

CUT TO FIT

1x3 WOOD TRIM

SEALANT

T.O. MSNRY- SHWR BLDG

26.83'

ROOF TRUSS

WOOD TRIM

BLOCKING, TYP1x4 WD BOARD

1x4 WD BOARD

/2

1" 1"

PIPING,

SEE MECH. 3/4" PLYWOOD

T.O. MSNRY- SHWR BLDG

26.83'

MFRS STANDARD

EAVE FLASHING

MFRS STANDARD

METAL Z CLIP. SET IN

SEALANT.

ROOF TYPE 1

UNDERLAYMENT

1x WOOD BOARD, CUT TO FIT.

2 1/2"

1x3 WOOD TRIM BOARD

SCREEN.

FASTEN BETWEEN

TRIM BOARDS

T.O. MSNRY- SHWR BLDG

26.83'

ROOF TRUSS

WOOD TRIM

BLOCKING, TYP

1x4 WD BOARD 1x4 WD BOARD

/2

1" 1"

PIPING,

SEE MECH.

1x WOOD BOARDS, CUT TO FIT.

WOOD FURRING, TYP

CONC LINTEL,

SEE STRUCT

T.O. MSNRY- SHWR BLDG

26.83'

ROOF TRUSS,

SEE STRUCT.

WOOD TRIM,

ROUTE OVER BOLT.

HURRICANE TIE,

BEYOND.

SEE STRUCT

1x6 WD TRIM

FLASHING

TOP PLATES,

SEE STRUCT

STL PLATE,

SEE STRUCT

FLASHING

1x4 WD TRIM

MEMBRANE

WATERPROOFING,

OVERLAP FLASHING.

ANCHOR BOLT,

SEE STRUCT

/2

7 1/4" 2 1/2"

WOOD TRIM

BLOCKING

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

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1/21/2013

A6.2JRG

DETAILS

REPLACE THE SEA CAMP

COMFORT FACILITIES

SCALE BA6.2

SECTION DETAIL1

SCALE BA6.2

SECTION DETAIL2

SCALE AA6.2

SECTION DETAIL6

13 39

SCALE OF FEET

12 128 0

SCALE A

SCALE BA6.2

TYPICAL EAVE DETAIL3

SCALE BA6.2

TYPICAL SCREEN DETAIL4

SCALE OF FEET

6 64 0

SCALE B

SCALE AA6.2

SECTION DETAIL7

SCALE BA6.2

SECTION DETAIL5

A

.2 .D

B

M M

C C

D

A

G1

TYP

D

E

G

A

F

M M

C C B

F

A

D G

A BABA

COMPLIANT

TOILET

C SIDE GRAB BAR - 42"

E

DHAND DRYER FTOILET TISSUE

DISPENSER

GSANITARY NAPKIN

RECEPTACLE

G1 REAR GRAB BAR - 36"

ROBE HOOK -

TYPICAL

(H

(H

L1 ROBE HOOK -

ABA COMPLIANT

FINISHED

FLOOR

ELEVATION

BABY CHANGING

STATION

/4

SOAP

DISPENSER

L

M MIRROR-

DIM TO BOTT

OF REFLECTIVE

SURFACE

N FOLDING SHOWER

SEAT: BOBRICK B5181

N1 FOLDING SHOWER/DRESSING

SEAT: BOBRICK B5191

A7.1

12 11

A7.18 6

WOMEN

MEN

B BD D D

D

E D

E

D

E

G1

G

B B

A4.2

PLUMBING

CHASE

A7.1

2' - 9"2' - 9"5'-2" CLEAR

2' - 9"2' - 9"5'-2" CLEAR

2' - 0"

FLOOR DRAIN,TYP.

SEE MECH.

SLOPE CONC

TO DRAIN

3' - 0"

WOOD SIDING, TYP

KING STARBOARD ST, 3/4" HIGH

DENSITY POLYETHYLENE SHEET,

BY KING PLASTIC, CORP.,

WWW.KINGPLASTIC.COM, OR

APPROVED EQUAL. TYP OF 6

SHOWER DOORS

WOOD TRIM, TYP

WOOD SIDING, TYP

A6.2

KING STARBOARD ST, 3/4"

HIGH DENSITY POLYETHYLENE

SHEET, KING PLASTIC CORP,

WWW.KING PLASTIC.COM, OR

APPROVED EQUAL. TYP OF

6 SHOWER STALL DOORS

WOOD TRIM, TYP OPEN

WOOD SIDING, TYP

1/4" RAD, EASED EDGE

1/2" SOLID SURFACING

COUNTERTOP

1/2" SOLID SURFACING

INTEGRAL BACKSPLASH

SOLID SURFACING

INTEGRAL BOWL

1/2" SOLID SURFACING

APRON

3/4" PLYWOOD

C4x5.4

EMBED 4" IN END WALL.

GROUT SOLID BELOW

COUNTER SUPPORT

UNDERSINK PIPE

PROTECTION SLEEVE

C4x5.4

EMBED 4" IN END WALL.

GROUT SOLID BELOW

COUNTER SUPPORT

SHOWERS

3' - 0"

A6.1

TYP

A7.1

9 A7.1

FLOOR DRAIN,TYP.

SEE MECH.SLOPE

CONC TO DRAIN

FLOOR DRAIN,

TYP. SEE MECH.

2' - 0"

2' - 0"

N N1

3' - 0"

V A

R

IE

S

VARIES

BENCH, TYP

A6.1SLOPE 1%

SLOPE TO DRAIN.

1/2" THICK TOPPING

SLAB, MIN.

FLOOR DRAIN.

SEE MECH

DESIGNED:

CADD:

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INTERIOR ELEV- WOMEN 1016

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INTERIOR ELEV- WOMEN 1017

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INTERIOR ELEV- WOMEN 1018

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INTERIOR ELEV- MEN 10210

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INTERIOR ELEV- MEN 10211

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INTERIOR ELEV- MEN 10212

SCALE A

ACCESSORY SCHEDULE

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PARTIAL GROUND FLOOR PLAN- TOILET BUILDING1

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INTERIOR ELEV-SHOWERS 1032

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INTERIOR ELEV- SHOWERS 1033

SCALE AA7.1

INT ELEV- SHOWERS 1034

SCALE OF FEET

4 0 4 8

SCALE A

14 39

SCALE OF FEET

12 128 0

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TYP VANITY SECTION13

A7.1

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SHEET

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CUMBERLAND ISLAND NATIONAL SEASHORE

80074

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GWWO, INC.

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GENERAL NOTES

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GR GENERAL REQUIREMENTS

GR-1 AS USED IN THESE GENERAL NOTES:

CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO

DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS.

GR-2 LATERAL LOAD RESISTANCE AND STABILITY OF THE STRUCTURE IN ITS FINAL CONDITION IS PROVIDED BY CONCRETE MASONRY SHEAR WALLS. LATERAL STABILITY OF OTHER ELEMENTS IS PROVIDED THROUGH CONCRETE SLAB-ON-GRADE

AND WOOD ROOF DIAPHRAGMS.

GR-3 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD

CONDITIONS.

GR-4 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE.

GR-5 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS.

GR-6 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS.

GR-7 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE

TIME THE LOAD IS APPLIED.

GR-8 THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY

THE CONTRACTING OFFICER.

GR-9 ELEVATIONS INDICATED ONSTRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM INDICATED ON THE ARCHITECTURAL

DRAWINGS.

GR-10 SEE ARCHITECTURAL, CIVIL, AND MEP CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATING TO THE COORDINATION

OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO:

CIVIL:

SITING OF BUILDING

SITE PREPARATION

BACKFILLING MATERIALS AND REQUIREMENTS

PAVING AND SITE ELEMENTS OUTSIDE OF BUILDING ENVELOPE

NEW AND EXISTING SITE UTILITIES

ARCHITECTURAL:

PLAN DIMENSIONS AND PROJECT DATUM

SLAB EDGE DIMENSIONS

FINISH ELEVATIONS

WATERPROOFING AND DAMP-PROOFING DETAILS

EMBEDMENTS, INSERTS, BLOCKOUTS, ETC.

EXACT OPENING SIZES FOR PIPES, DUCTS, ETC.

CONCRETE FINISHES AND TOPPING SLABS

INTERIOR NON-STRUCTURAL MASONRY PARTITIONS

FIRE RATINGS

MEP:

PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION

FLOOR DRAINS

EQUIPMENT CURBS

CONDUITS AND EMBEDMENTS IN WALLS AND SLABS

CD CODES AND DESIGN CRITERIA

CD-1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON:

BUILDING CODE:

INTERNATIONAL BUILDING CODE (IBC 2009)

STRUCTURAL LOADS:

"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"

THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-05)

STRUCTURAL CONCRETE:

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

THE AMERICAN CONCRETE INSTITUTE (ACI 318-05)

CONCRETE MASONRY:

"BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES"

THE AMERICAN CONCRETE INSTITUTE (ACI 530-05)

WOOD:

"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"

AMERICAN NATIONAL STANDARDS INSTITUTE / AMERICAN FOREST & PAPER ASSOCIATION (ANSI/AF&PA NDS- 05)

CD-2 LIVE LOADS:

ROOF 20 LBS./SQ. FT.

CD-3 SUPERIMPOSED DEAD LOADS:

ROOF 05 LBS./SQ. FT.

CD-4 SNOW LOADS:

GROUND SNOW LOAD (Pg) 0 PSF FLAT ROOF SNOW LOAD (Pf): 0 PSF SNOW EXPOSURE FACTOR (Ce): 0.9 SNOW LOAD IMPORTANCE FACTOR (Is):1.0 THERMAL FACTOR (Ct): 1.2

SNOW DRIFTING PER CODE

CD-5 WIND LOAD DESIGN DATA:

MAIN WIND FORCE RESISTING SYSTEM

BASIC WIND SPEED, V 128 MPH

EXPOSURE D

WIND IMPORTANCE FACTOR (Iw) 1.0

BUILDING CATEGORY II

INTERNAL PRESSURE COEFFICIENT ± .18

COMPONENT AND CLADDING DESIGN PRESSURES a=[3’-0”]

EFFECTIVE WIND AREA= 23 SF

WALL= 31.2 PSF

WALL END ZONE= 37.4 PSF

ROOF EFFECTIVE WIND AREA = [XX] SF

ROOF= 28.1 PSF

ROOF EDGE = 53.0PSF

ROOF CORNER= 81.1 PSF

OVERHANG EDGE= 53.0PSF

OVERHANG CORNER= 81.1 PSF

CD-6 SEISMIC LOAD DESIGN DATA:

SEISMIC IMPORTANCE FACTOR (Is) 1.0

SEISMIC USE GROUP II

Ss .136 g S1 .069g SDS .145 g SD1 .110 g

SITE CLASS D

SEISMIC DESIGN CATEGORY B

LATERAL SYSTEM DESCRIPTION ORDINARY REINFORCED MASONRY SHEAR WALLS

SEISMIC RESPONSE COEFFICIENT (Cs)0.073

RESPONSE MODIFICATION FACTOR (R)2

ANALYSIS PROCEDURE DESCRIPTION EQUIVALENT LATERAL FORCE

DESIGN BASE SHEAR 5 KIPS

CD-7 IN CASES WHERE THE CONTRACTOR DETERMINES THAT SUSPENDED OR FLOOR MOUNTED MEP EQUIPMENT LOADS EXIST WHICH EXCEED DESIGN LOADS INDICATED ON CONTRACT DOCUMENTS, CONTRACTOR SHALL SUBMIT LOAD

DATA TO CONTRACTING OFFICER FOR REVIEW PRIOR TO PROCEEDING WITH WORK.

CD-8 DISTRIBUTE THE MAXIMUM LOAD HUNG FROM ANY STRUCTURAL MEMBER FOR MEP DUCTWORK, PIPING ETC OVER THE MEMBER’S TRIBUTARY AREA IN A WAY THAT THE DESIGN SUPERIMPOSED DEAD LOADS LISTED IN CONTRACT DOCUMENTS ARE NOT EXCEEDED. THE CONTRACTOR SHALL COORDINATE THE LOADS OF ALL TRADES AND PROVIDE ADDITIONAL SUPPORT OR DISTRIBUTION FRAMING AS REQUIRED TO ACHIEVE THE ALLOWABLE LOAD DISTRIBUTION.

CD-9 SERVICEABILITY

LIVE LOAD DEFLECTION IS LESS THAN L/360

LONG-TERM TOTAL DEFLECTION IS LESS THAN L/240

LATERAL DRIFT DUE TO WIND LOADS IS LESS THAN OR EQUAL TO H/400

CD-10 CONNECTIONS OF SYSTEMS DESIGNED BY CONTRACTOR’S ENGINEER SUCH AS, BUT NOT LIMITED TO, CLADDING, AND MEP LOADS ARE TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON

THE BASE BUILDING STRUCTURE.

PI PERFORMANCE ITEMS

PI-1 THE CONTRACTOR SHALL EMPLOY OR RETAIN A LICENSED STRUCTURAL ENGINEER IN THE STATE IN WHICH THIS PROJECT IS LOCATED TO DESIGN AND DETAIL PERFORMANCE ITEMS AS PART OF THE BASE BUILDING STRUCTURE INDICATED IN THE

CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO:

WOOD TRUSS

FO FOUNDATIONS

FO-1 THE FOUNDATION DESIGN IS DONE IN ANTICIPATION OF A GEOTECHNICAL INVESTIGATION REPORT, AND ARE THUS

ASSUMED VALUES.

FO-2 FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING ASSUMED DESIGN VALUES::

GEOTECHNICAL PARAMETERS INCLUDING:

BEARING STRATUM: UNDISTURBED SUBGRADE OR ENGINEERED FILL

NET ALLOWABLE BEARING CAPACITY: 2,000 PSF

COEFFICIENT OF FRICTION: .45

MODULUS OF SUBGRADE REACTION: 120 PCF

CONTRACTOR TO FIELD VERIFY DESIGN VALUES AND TO PERFORM PROPER SUBGRADE PREPARATIONS

TO ENSURE UNIFORM BEARING CAPACITY UNDER FOOTINGS AND SALB-ON-GRADES.

FO-3 CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION. WHERE NECESSARY, SHEET AND SHORE THE EXCAVATION WITH ALL REQUIRED TIEBACKS AND BRACING AS DETERMINED BY CONTRACTOR’S

STRUCTURAL ENGINEER.

CM CONCRETE MATERIALS

CM-1 CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS (f' c), UON:

FOUNDATIONS 4,000 PSI

SLAB ON GRADE 3,000 PSI

CM-2 PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +/- 5 PCF, AND AGGREGATE CONFORMING TO ASTM C33, UON. WHERE INDICATED, PROVIDE LIGHTWEIGHT CONCRETE WITH CURED DENSITY OF

112+/-3 PCF AND AGGREGATE CONFORMING TO ASTM C330.

CM-3 THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS PROHIBITED. THE USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN ALUMINUM ITEMS, INCLUDING ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED.

CM-4 ALL CAST-IN-PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF CRACKING. ANY ELEMENT EXPOSED TO DIRECT WEATHER AND/OR TEMPERATURE VARIATIONS DURING CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO PREVENT PROPAGATION OF CRACKS AND WATER PENETRATION. THE CONTRACTOR SHALL DEVELOP A REGULAR MAINTENANCE PROGRAM AND

SUBMIT IT TO THE OWNER.

RE CONCRETE REINFORCEMENT

RE-1 ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT SPECIFICALLY INDICATED ON

THE DRAWINGS VERIFY WITH THE STRUCTURAL ENGINEER.

RE-2 REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES:

DEFORMED BARS: ASTM A615

WELDABLE DEFORMED BARS: ASTM A706

WELDED WIRE REINFORCEMENT ASTM A185

RE-3 DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI-318 AND ACI-315, UON.

RE-4 WHERE A 90-DEG, 135 –DEG OR 180-DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE CORRESPONDING

ACI STANDARD HOOKS UON.

RE-5 DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UON.

RE-6 REINFORCEMENT SHALL HAVE CONCRETE PROTECTION (CLEAR COVER) PER ACI 318 UNLESS OTHERWISE

INDICATED ON THE DRAWINGS.

RE-7 LAP REINFORCEMENT AS SPECIFICALLY DETAILED ON THE DRAWINGS. SEE LAP SPLICE AND EMBEDMENT

SCHEDULE.

RE-8 UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES PER LAP SPLICE AND EMBEDMENT

SCHEDULE.

RE-9 LAP WELDED WIRE REINFORCEMENT TWO PANEL SPACINGS, UON. UNLESS OTHERWISE NOTED TERMINATE BARS

AT DISCONTINUOUS ENDS WITH STANDARD HOOKS.

SS STRUCTURAL STEEL

SS-1 ALL STRUCTURAL STEEL INCLUDING, PLATES, ETC., SHALL CONFORM TO ASTM A36 OR ASTM 992 MULTI-CERTIFIED

SS-2 ALL WELDERS, WELDING OPERATORS AND TACK WELDERS SHALL BE QUALIFIED FOR THE PROCEDURE BEING

PERFORMED.

SS-3 FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT-DIPPED

GALVANIZED FINISH.

L LUMBER

L-1 DIMENSIONED LUMBER SHALL BE SELECT STRUCTURAL SOUTHERN PINE. ALL LUMBER SHALL BE STRUCTURAL GRADE WITH MINIMUM FB=2100 PSI, MINIMUM FV=175 PSI, MINIMUM E=1800,000 PSI AND A MAXIMUM MOISTURE

CONTENT OF 19%, AS CERTIFIED BY AN NFPA APPROVED AGENCY.

L-2 PLYWOOD SHALL BE APA PERFORMANCE RATED PANELS, 3/4" THICK WITH SPAN RATING OF 48/24.

L-3 ALL PLYWOOD TO BE GLUED AND NAILED.

L-4 ALL WOOD FRAMING IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED.

CJ CONCRETE CONSTRUCTION JOINTS

CJ-1 PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI-318. SUBMIT SHOP DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATIONS, DETAILS AND THE PLACEMENT SEQUENCE FOR THE STRUCTURAL ENGINEER'S

APPROVAL PRIOR TO PROCEEDING WITH WORK.

CJ-2 PLACE VERTICAL CONSTRUCTION JOINTS TO PROVIDE A 60 FT MAXIMUM LENGTH OF CONCRETE PLACEMENT

AND LOCATE AS FOLLOWS:

A. GRADE BEAMS SUPPORTING FOUNDATION WALLS: AT CENTERLINES BETWEEN SUPPORTS

TOILET BUILDING SHOWER BUILDING

DL: SW

SDL: 5PSF

LL_R: 20 PSF

DL: SW

SDL: 5PSF

LL_R: 20 PSF

23 3

33 2

WIND LOADING NOTE:

+ SIGNIFIES PRESSURE ACTING TOWARD SURFACES

- SIGNIFIES PRESSURE ACTING AWAY FROM SURFACES

1 = +20 PSF -34 PSF

2 = +20 PSF -53(-69*) PSF

3 = +20 PSF -81(-103*) PSF

* APPLY (XX) WHERE ROOF OVERHANGS

TOILET BUILDING SHOWER BUILDING

T Y

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TYP.

ROOF OVERHANG

TYP.

3'-0"

T Y

P

3' -0

T Y

P

3' -0

TYP.

3'-0"

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

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GWWO, INC.

BALTIMORE, MD

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LOAD DIAGRAMS

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WIND LOAD DIAGRAM2 SCALE OF FEET

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E

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Q

23'-8" 18'-0"

'-8

2' -0

8" CMU w/ #5 @ 32" O.C. VERTICAL TYP. ALL AROUND;

REINFORCED CELLS TO BE FULLY GROUTED; FULLY

GROUT ALL CELLS BELOW ELEVATION 17'-6"; PROVIDE

HORIZ JOINT REINF. @ 16" O.C. VERT. SEE SHEET NOTES

AND SPECIFICATIONS

CJ

CJ

CJ

PROVIDE THICKENED SLAB FOR

NON-STRUCTURAL CMU SUPPORT.

PROVIDE BOND BEAM AT TOP OF

NON-STRUCTURAL CMU w/ 1-#4 AND PROVIDE #4 VERT @ 60" o.c.

E Q

E Q

E Q

EQ EQ

5" THICK CONC. SLAB-ON-GRADE w/ 6X6-

W2.9XW2.9 WELDED WIRE REINFORCEMENT;

T/SLAB EL. 17'-6" U.O.N.

CONTROL

JOINT, TYP

2'-0"

CJ CJ

8" CMU w/ #5 @ 32" O.C. VERTICAL TYP. ALL AROUND;

REINFORCED CELLS TO BE FULLY GROUTED; FULLY GROUT

ALL CELLS BELOW ELEVATION 17'-6"; PROVIDE HORIZ

JOINT REINF. @ 16" O.C. VERT. SEE SHEET NOTES AND

SPECIFICATIONS

2'-0"

CJ CJ

2'-0"

5" THICK CONC. SLAB-ON-GRADE w/ 6X6-

W2.9XW2.9 WELDED WIRE REINFORCEMENT;

T/SLAB H.P. EL. 17'-6" U.O.N.

PROVIDE THICKENED SLAB

FOR NON-STRUCTURAL

CMU SUPPORT

CONTROL

JOINT, TYP

TYP

S2.0

TYP

S2.0

S2.1

TYP

S2.1

TYP

2'-0"

'-0

TOILET BUILDING SHOWER BUILDING

PROVIDE/CONTINUE

HORIZONTAL TIES BETWEEN

INTERIOR NON-STRUCTURAL

CMU WALLS AND EXTERIOR

STRUCTURAL WALLS WHERE

THEY INTERSECT. TYP.

SEE NOTE 3 ON

2/S2.0 REGARDING

LINTELS AT TOILET

OPENINGS

T/FTG EL. 15'-6"

TYP.

NOTE:

1. SLAB-ON-GRADE TO SLOPE TO DRAIN. SEE ARCH DWG FOR FLOOR SLOPE PATTERN

2. COORDIANTE DOOR, WINDOW, SCREEN OPENINGS PER ARCH DWG

3. PROVIDE HORIZONTAL JOINT REINFORCING AT 16 INCHES ON CENTER CONSISTING OF LADDER TYPE UNITS

WITH SINGLE PAIR OF 9 GAGE SIDE RODS AND 9 GAGE CROSS RODS.

CJ

3' -8

1"

DEPRESSION IN SLAB-ON-GRADE. TYP.

SEE ARCH FOR LOCATION AND DIMENSIONS

SEE TYPICAL DETAIL 5/S2.0

PROVIDE TOPPING SLAB

SLOPED TO DRAIN PER

ARCH TYP.

1"

WORK POINT

3'-0"

SHOWER STALL.

DRAIN. SEE MECH.

DWG. TYP.

FLOOR DRAIN. EL. 17'-5 7/8"

SEE ARCH DWG. TYP.

FD

FD

FD

FD

EXTERIOR PAVING SLAB ON GRADE SEE

CIVIL DWG. ISOLATE SLAB FROM

BUILDING; PROVIDE ASPHALT

IMPREGNATED JOINT FILLER BETWEEN

PAVING AND BUILDING

1"

FLOOR DRAIN. EL. 17'-5 7/8"

SEE ARCH DWG. TYP.

DESIGNED:

CADD:

TECH REVIEW:

DATE:

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A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

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WOOD TRUSS @

24" O

R LESS o.c.

W O

O D

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S

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T/WALL EL. 9'-4"

ALL AROUNDNOTE: (TOILET BUILDING ONLY) PROVIDE 3/4" STRUCTURAL

I PLYWOOD w/ 10d NAILS @ 4" o.c. AT EDGES, @ 4" o.c. AT PANEL-TO-PANEL INTERSECTIONS, AND @ 6" o.c. IN THE

FIELD. PROVIDE BLOCKING AT PANEL-TO-PANEL

INTERSECTIONS

PROVIDE PERMANENT ROOF

TRUSS BRIDGING FOR TRUSS

STABILITY PER ROOF TRUSS

MANUFACTURER.

DESIGN BRACING MEMBERS FOR

MINIMUM OF COMPRESSION AND

TENSION FORCES EQUAL TO 10%

OF MAX TRUSS CHORD AXIAL

FORCES. +/-1250LB MIN.

S2.2

S2.2

TYP

T/WALL EL. 8'-0"

T/PILASTER EL. 9'-4"

TYP.

LOCATE PILASTERS

BETWEEN SCREEN

WALL OPENINGS PER

ARCH DWG

TYP

S2.2

TYP

TOILET BUILDING SHOWER BUILDING

5/8" CONTINUOUS

STEEL PL ALL

AROUND

6x6 PT TIMBER BEAM

ALL AROUND

B/BEAM EL. 9'-4"

S2.2

S2.1

ROOF RIDGE TYP.

PROVIDE TEMPORARY ROOF

TRUSS BRIDGING AS REQUIRED

BY ROOF TRUSS MANUFACTURER

DESIGNED:

CADD:

TECH REVIEW:

DATE:

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PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

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SCALE OF FEET

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SIDE OF CONSTRUCTION

JOINT

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LA

N

T /4

T

0"

MESH LAP

2 PANEL MIN

BOND

BREAKER

TOOLED EDGES (1/8" RADIUS)

CONTINUOUS KEYWAY

AT MID-DEPTH OF SLAB

FORMED, SAWED, OR TOOLED JOINT.

SAWED JOINTS TO BE PERFORMED

BEFORE CONCRETE STARTS TO COOL

AND AS SOON AS CONCRETE SURFACE

IS FIRM ENOUGH NOT TO BE TORN OR

DAMAGED BY THE BLADE

SLAB REINFORCEMENT

SEE PLAN

COMPACTED SUBGRADE

TYPICAL SEE GEOTECHNICAL

ENGINEERING REPORT

VAPOR BARRIER TYPICAL

SEE ARCHITECTURAL DOCUMENTS

(10 MIL. POLY UON)

COMPACTED GRANULAR FILL

TYPICAL SEE GEOTECHNICAL

ENGINEERING REPORT

SEE ARCHITECTURAL DOCUMENTS

FOR SEALANT REQUIREMENTS

T/SLAB ON GRADE

EL SEE PLAN

CONSTRUCTION JOINT

CONTROL JOINT

SLAB ON GRADE

BEARING EA. END

4"

CLEAR OPENG.

L

N O

M

IN

A L

H E

IG

H

T P

E R

S C

H E

D U

LE

FULLY GROUT

HEIGHT OF LINTEL

2- #4

SEE SCHEDULE

CLEAR

SPAN

L

SAME REINF. TOP

AND BOTTOM PER

SCHEDULE

.NOMINAL HEIGHT

PER SCHEDULE

PRECAST LINTEL SECTION

MASONRY LINTEL SECTION

ELEVATION

REINF MASONRY LINTEL SCHEDULE

REINF.

LINTEL HEIGHT

UP TO 4'-0" 2 - #3 8"

TO 6'-0" 2 - #4 1'-4"

TO 8'-0" 2 - #4 2'-0"

REINFORCEMENT REQUIRMENTS AT CMU OPENINGS:

1. PROVIDE BOND BEAM ABOVE AND BELOW CMU WALL OPENINGS

REINFORCED WITH 2 - #4 EXTENDING 40x BAR DIAMETER BEYOND THE OPENING.

2. PROIDE 1 - #6 ON EACH SIDE OF OPENING TO THE UNDERSIDE OF THE LINTEL BEARING.

PROVIDE 1 - # 6 FULL HEIGHT ADJACENT TO THE LINTEL END.

3. PROVIDE PRECAST LINTELS FOR TOILET BUILDING DOOR OPENINGS

4. PROVIDE PRECAST LINTELS FOR ALL 4" CMU WALLS

1 - #3

1 - #4

1 - #4

6"/8" WALL 4" WALL

(NOTE 4)

11 3/16" 7 5/8" 11 3/16"

1' -4

SEE PLAN FOR

CMU WALL REINF.

DOWEL SIZE AND

SPACING TO MATCH

CMU WALL REINF.

3#5 @ 10"o.c. CONT. BOTTOM

#5 @ 10" O.C.

CLR

3" db

NOTES: 1. SEE PLAN FOR FULLY - GROUTED CELLS AT

BASE OF WALL

T/SLAB

EL. PER PLAN

T/FTG.

EL. PER PLAN

C

LR3"

CONTINUOUS BOND

BEAM w/2 - #4 CONT.

AT FLOOR LEVEL

CMU WALL

SEE ARCHITECTURAL

DRAWINGS

DOWELS TO MATCH SIZE AND

SPACING OF CMU WALL

VERTICAL REINFORCEMENT

CMU WALL VERTICAL

REINFORCEMENT

SLAB REINFORCEMENT

SEE PLAN

3-#4 BOTTOM

CONTINUOUS

#4@18"

CL

WALL/STRINGER

NOTES:

1. SEE ARCHITECTURAL DRAWINGS

FOR LOCATIONS OF WALLS .

2. SEE TYPICAL SLAB ON GRADE

DETAILS FOR MORE INFORMATION.

1'-0" 1'-0"

C

LE

A R

3"

1'-0"

3/ 4"

C

LE

A R

O

T/SLAB ON GRADE

EL SEE PLAN

T

(1 '-0

M

IN

2T

NOTE:

1. SEE TYPICAL SLAB ON GRADE DETAILS FOR ADDITIONAL INFORMATION

SLAB REINFORCEMENT

SEE PLAN

T/SLAB ON GRADE

EL SEE PLAN

T/SLAB ON GRADE

EL SEE PLAN

T

T

2T

M A

X

6"

CROSS WIRE AT END OF WWR

CLEAR

2"

LAP

1'-0"

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

SUB:

THORNTON

TOMASETTI

WASHINGTON, DC

J A

N U

A R

Y

A

U T

O C

A D

P

C U

IS

\1

\F

IN

A

L C

D \S

T R

U C

T

HJY

TT CAD

1/21/2013

S2.0ZDK

SECTIONS AND DETAILS

3939393919191919

REPLACE THE SEA CAMPREPLACE THE SEA CAMPREPLACE THE SEA CAMPREPLACE THE SEA CAMP

COMFORT FACILITIESCOMFORT FACILITIESCOMFORT FACILITIESCOMFORT FACILITIES

\S

.0 .D

W G

SCALE BS2.0

TYPICAL SLAB ON GRADE DETAILS WITH WWF REINFORCEMENT1

SCALE BS2.0

MASONRY AND PRECAST LINTEL SCHEDULE2

SCALE AS2.0

WALL FOOTING AT CMU WALL3

SCALE BS2.0

TYPICAL THICKENED SLAB ON GRADE AT NON-BEARING CMU WALL4

SCALE OF FEET

1 0 1 2

SCALE A

SCALE OF FEET

SCALE B

NOT TO SCALE

SCALE BS2.0

TYPICAL SLAB ON GRADE STEP 6" MAXIMUM5

48 BAR DIAMETERS

WALL INTERSECTION DETAILS

BOND BEAM INTERSECTION DETAILS

VERTICAL REINFORCING

PER SCHEDULES OR

PER PLAN

VERTICAL

REINFORCING

AT WALL CORNERS

PREFABRICATED T-

SHAPED

JOINT REINF @ 16"oc (TYP)

PREFABRICATED L-

SHAPED

JOINT REINF @ 16"oc (TYP)

BOND BEAMBOND BEAMREINFORCING

PROVIDE CORNER BARS

TO MATCH BOND BEAM

REINF (TYP)

2'-0"

2' -0

NOTE: THIS REINFORCEMENT IS IN

ADDITION TO JOINT REINF. CALLED

OUT ON PLAN; LAP JOINT REINF.

12" MINIMUM

JOINT REINFORCEMENT

DISCONTINUOUS AT CONTROL JOINTS;

BOND BEAM REINFORCEMENT SHALL

BE CONTINUOUS THROUGH CONTROL

JOINTS AT ALL FLOOR AND ROOF

LEVELS

SHEAR LUG.

SOLID RUBBER KEY SECTION

SEE SPECIFICATIONS AND

GENERAL NOTES

BACKER ROD AND SEALANT

AT EXPOSED BLOCK

PROVIDE 1 - #5 VERT. IN

FULLY GROUTED CELL EA.

SIDE OF CONTROL JOINT

3/8".

CENTERLINE VERTICAL CONTROL

JOINT PER PLAN, GENERAL NOTES,

OR ARCHITECTURAL DRAWINGS.

AWNING L.P.

EL. SEE ARCH

AWNING H.P.

EL. SEE ARCH

SEE ARCH

2x6 @ 4'-0" o.c.

1.25 MAX

CMU WALL

SEE PLAN FOR

REINFORCING

2x6 GIRDER

2x6 TRUSS

2x6 TRUSS

2x6 INFILL

2x6 LEDGER

NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR AWNING ROOF LOCATION,

ELEVATION, SLOPE, AND FINISHES.

2. MATERIAL PROPERTIES:

ANGLES - ASTM A36

THREADED RODS - ASTM A36

S2.1

S2.1

S2.1

S2.1

AT TRUSS

AT INFILL

AT TRUSS

AT TRUSS 6" MAX

S2.1

2x6 INFILL @ 16"o.c.

SIMPSON A21,

TYPICAL

3/8" DIA HILTI HIT-HY70

W/ 3 1/8" EMBEDMENT

@ 32"o.c.

SEE ARCH FOR

ROOF ASSEMBLY

3/4" PLYWOOD

2x6 GIRDER

SIMPSOM A21

TYPICAL

2x6 INFILL

2x6 TRUSS 6'-6" MAX

2x6 TRUSS 6'-6" M

AX

THROUGH-BOLT:

1/2" DIA THREADED

ROD GALV.

2x6 GIRDER

SIMPSON A23

1 1/4"

3"

L5x3x1/4x3" LONG HDG EA. SIDE OF 2x6

THROUGH BOLT 1/2" DIA.

THREADED ROD GALV.

2 - 3/8" DIA HILTI

HY70 GAGE = 8"

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

FINAL CONSTRUCTION DOCUMENTS

CUMBERLAND ISLAND NATIONAL SEASHORE

80074

CUIS-193139

GWWO, INC.

BALTIMORE, MD

SUB:

THORNTON

TOMASETTI

WASHINGTON, DC

J A

N U

A R

Y

A

U T

O C

A D

P

C U

IS

\1

\F

IN

A

L C

D \S

T R

U C

T

HJY

TT CAD

1/21/2013

S2.1ZDK

SECTIONS AND DETAILS

3939393920202020

REPLACE THE SEA CAMPREPLACE THE SEA CAMPREPLACE THE SEA CAMPREPLACE THE SEA CAMP

COMFORT FACILITIESCOMFORT FACILITIESCOMFORT FACILITIESCOMFORT FACILITIES

\S

.1 .D

W G

SCALE BS2.1

TYPICAL DETAIL AT BEARING AND NON-BEARING MASONRY WALL INTERSECTIONS1

SCALE AS2.1

TYPICAL VERTICAL CONTROL JOINT DETAIL AT CMU2

SCALE AS2.1

AWNING SUPPORT3

SCALE OF FEET

1 0 1 2

SCALE A

SCALE OF FEET

SCALE B

NOT TO SCALE

SCALE OF FEET

12 128 0

SCALE C

SCALE CS2.1

LEDGER CONNECTION DETAIL4

SCALE CS2.1

INFILL CONNECTION AT GIRDER5

SCALE CS2.1

TRUSS MEMBER CONNECTION6

SCALE CS2.1

ANGLE CONNECTION DETAIL7

SIMPSON H2.5T

HURRICANE TIE BOTH

SIDE AT EACH TRUSS

SIMPSON A23

BOTH SIDE AT

EACH TRUSS

ROOF TRUSS BY TRUSS

SUPPLIER

6X6 PT

WOOD

BEAM

PILASTER BEYOND

FO

R

R O

O F A

S S

E M

B

LY

S E

E A

R C

H

3/4" PLYWOOD ROOF

DIAPHRAGM

S2.2

2X8 DOUBLE

TOP PLATES

5/8" x 7 1/2"

CONT. GALV.

STL PL

ROOF TRUSS BY TRUSS

SUPPLIER

SIMPSON HGA10

HURRICANE TIE

@ 24" O.C.

SEE ARCH FOR

ROOF ASSEMBLY

2 1/2" X 2 1/2" X

1/4" PLATE

WASHER TYP.

NOTE:

SEE…