A02WISSCPlans_Part1.pdf

PDF 9 MB Posted Dec 20, 2018

Attached to: WELDON SPRING Federal contract opportunity
Solicitation number: W912P9-19-R-0022
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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A02WISSCPlans_Part3.pdf	PDF	Dec 20, 2018
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A02WISSCPlans_Part8.pdf	PDF	Dec 20, 2018
A02WISSCPlans_Part6.pdf	PDF	Dec 20, 2018
A02WISSCPlans_Part2.pdf	PDF	Dec 20, 2018
A02DOEInterpretiveCenterAdvSpecs.pdf	PDF	Dec 20, 2018

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US Army Corps of Engineers ®

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

K D

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING CORPORATION

CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY CORPORATION

CERTIFICATE LIC. NO.: 000078

JOINT VENTURE

PROJECT DESCRIPTION:

NO. OF STORIES AT OR ABOVE GRADE

NO. OF STORIES BELOW GRADE

BUILDING HEIGHT

BUILDING AREA

MAIN FLOOR

AUTOMATIC SPRINKLER SYSTEM

APPLICABLE CODES:

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE

2015 INTERNATIONAL FUEL GAS CODE

2015 INTERNATIONAL FIRE CODE

2017 NFPA 70, NATIONAL ELECTRICAL CODE

2016 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS

2016 NFPA 14, STANDPIPE & HOSE SYSTEM

2016 NFPA 72, NATIONAL FIRE ALARM CODE

2015 NFPA 101, LIFE SAFETY CODE

OCCUPANCY CLASSIFICATION:

PRIMARY OCCUPANCY CLASSIFICATIONS (IBC CHAPTER 3)

ASSEMBLY GROUP A-3

BUSINESS GROUP B

STORAGE GROUP S-1

TYPE OF CONSTRUCTION,

BUILDING HEIGHT & AREA:

CONSTRUCTION TYPE (IBC CHAPTER 6)

ALLOWABLE HEIGHT (IBC TABLE 503)

ALLOWABLE AREA (IBC TABLE 503)

INTERIOR FINISH REQUIREMENTS:

INTERIOR EXIT STAIRWAYS, RAMPS & PASSAGEWAYS

GROUP A-3

GROUP B

GROUP S-1

CORRIDORS & ENCLOSURES FOR EXIT ACCESS

STAIRWAYS & RAMPS

GROUP A-3

GROUP B

GROUP S-1

ROOMS & ENCLOSED SPACES

GROUP A-3

GROUP B

GROUP S-1

(IBC TABLE 803.11)

EXIT REQUIREMENTS:

OCCUPANT LOAD (IBC TABLE 1004.1.2)

ASSEMBLY GROUP A-3

BUSINESS GROUP B

STORAGE S-1

CAPACITY & EXIT WIDTH (IBC 1005.3)

STAIRWAYS

OTHER EGRESS COMPONENTS

DOOR WIDTH (IBC 1010.1.1)

MINIMUM WIDTH

MAXIMUM WIDTH

STAIRWAY WIDTH (IBC 1011.2)

MINIMUM WIDTH

LESS THAN 50 OCCUPANTS

RAMP WIDTH (IBC 1012.5.1)

MEANS OF EGRESS RAMP

RAMP BETWEEN HANDRAILS

COMMON PATH OF TRAVEL (IBC 1006.2.1)

MINIMUM NUMBER OF EXITS (IBC 1006.3.1)

1-50 OCCUPANTS

51-500 OCCUPANTS

501-1,000 OCCUPANTS

MORE THAN 1,000 OCCUPANTS

TRAVEL DISTANCE (IBC TABLE 1016.2)

DEAD ENDS (IBC 1020.4)

CORRIDOR WIDTH (IBC TABLE 1020.2)

MINIMUM WIDTH

ACCESS TO EQUIPMENT

LESS THAN 50 OCCUPANTS

FIRE RESISTANCE REQUIREMENTS:

BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL FRAME:

TYPICAL

SUPPORTING ROOF ONLY

EXTERIOR WALLS:

BEARING

NONBEARING BY FIRE SEPARATION DISTANCE

0' TO 5'

5' TO 10'

10' TO 30'

OVER 30'

INTERIOR WALLS:

BEARING

TYPICAL

SUPPORTING ROOF ONLY

NONBEARING WALLS

FLOOR CONSTRUCTION :

TYPICAL

ROOF CONSTRUCTION:

TYPICAL

20' OR MORE ABOVE FLOOR

SHAFT ENCLOSURES (IBC 713)

4 STORIES OR MORE

3 STORIES OR LESS

PENETRATIONS (IBC 714)

LIST APPLICABLE PROJECT REQS

OPENING PROTECTIVES (IBC TABLE 716.5)

FIRE WALLS & FIRE BARRIERS

4 HOUR ASSEMBLY

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 1/2 HOUR ASSEMBLY

SHAFT, EXIT ENCLOSURES & EXIT PASSAGEWAY

2 HOUR ASSEMBLY

FIRE BARRIERS ENCLOSURES FOR SHAFTS &

EXIT ACCESS COMPONENTS

1 HOUR ASSEMBLY

OTHER FIRE BARRIERS

1 HOUR ASSEMBLY

FIRE PARTITIONS - CORRIDOR WALLS

1 HOUR ASSEMBLY

1/2 HOUR ASSEMBLY

OTHER FIRE PARTITIONS

1 HOUR ASSEMBLY

1/2 HOUR ASSEMBLY

EXTERIOR WALLS

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE BARRIERS

1 HOUR ASSEMBLY

FIRE DAMPERS (IBC TABLE 717.3.2.1)

LESS THAN 3 HOUR ASSEMBLY

3 HOUR OR GREATER ASSEMBLY

INTERIOR EXIT STAIRWAYS & RAMPS (IBC 1022)

4 STORIES OR MORE

3 STORIES OR LESS

EXIT PASSAGEWAYS (IBC 1023)

HORIZONTAL EXITS (IBC 1025)

FIRE PROTECTION SYSTEMS:

AUTOMATIC SPRINKLER SYSTEMS (IFC 903)

FIRE DEPARTMENT CONNECTIONS (IFC 903.3.7)

MONITORING (IFC 903.4.1)

ALARMS (IFC 903.4.2)

STANDPIPE SYSTEMS (IFC 905 & NFPA 14)

FIRE EXTINGUISHERS (IFC 906 & NFPA10)

FIRE ALARM SYSTEMS (IFC 907 & NFPA 72)

15 SF / OCCUPANT

100 SF / OCCUPANT

300 SF / OCCUPANT

0.3" / OCCUPANT

0.2" / OCCUPANT

32" 48"

44" 36"

PER 1020.2

36"

100'

1 EXIT

2 EXITS

3 EXITS

4 EXITS

300'

50'

44" 24" 36"

CLASS B

CLASS C

CLASS B

CLASS C

18'-6" TO 21'-0"

APPROX 25,410 SF

FULLY SPRINKLERED

TYPE II B

3 STORIES/75'-0"

38,000 SF

PER NFPA 13

PER NFPA 14

PER NFPA 72

PER NFPA 14

PER NFPA 10

PER NFPA 72

0 HOUR

2 HOUR

1 HOUR

0 HOUR

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

3 HOUR ASSEMBLY

1 1/2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

3/4 HOUR ASSEMBLY

1/3 HOUR ASSEMBLY

3/4 HOUR ASSEMBLY

1/3 HOUR ASSEMBLY

1 1/2 HOUR ASSEMBLY

3/4 HOUR ASSEMBLY

1/3 HOUR ASSEMBLY

1 1/2 HOUR

3 HOUR

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

2 HOUR ASSEMBLY

CODE REQUIRED PLUMBING FIXTURE COUNTS:

MALE

WATER CLOSETS

URINALS

LAVATORIES

FEMALE

WATER CLOSETS

LAVATORIES

DRINKING FOUNTAINS

OTHER

SERVICE SINK

REQUIRED

PROVIDED

The above list does not include all plumbing fixtures in project.

G-001

100% SUBMITTAL

ST. LOUIS DISTRICT

7295 MISSOURI HIGHWAY 94

SAINT CHARLES, MISSOURI 63304

DEPARTMENT OF ENERGY - LEGACY

MANAGEMENT, WELDON SPRING SITE

INTERPRETIVE CENTER

W912P9-19-R-0022

09-14-2018

160172-0002

. L

O U

-- PR

-1

2P 9-

-R

-0

R I H

T C

S, M

R I

C O

S H

O F

G Y

-L

T, W

D O

N S

G S

E C

-0

WELDON SPRING SITE

SITE LOCATION MAP

North

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

G - GENERAL

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

US Army Corps of Engineers ®

SHEET OF

SHEET ID

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

DISCLAIMER OF RESPONSIBILITY

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING CORPORATION

CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY CORPORATION

CERTIFICATE LIC. NO.: 000078

G-002

100% SUBMITTAL

S T

O U

T -- P

R B

K D

K J G

-1 -2

S O

U R

I H

W A

S A

C H

A R

L E

S M

O U

R I

S H

E E

T I N

D E

X D

R A

G L

D E

P A

R T

M E

N T

O F

E N

E R

G Y

E G

A C

Y M

A N

A G

E M

E N

W E

L D

O N

S P

G S

I N

T E

R P

R E

E C

E N

T E

-0

PROJECT SHEET INDEX

Sheet Number Sheet Name 0

-0

-2

U B

T A

-2 -2

S U

B M

A L

-1 -2

U B

FIRE PROTECTION

FP-101 FIRE PROTECTION PLAN - AREA A ● ● ●

FP-102 FIRE PROTECTION PLAN - AREA B ● ● ●

PLUMBING

P-001 PLUMBING - ABBREVIATIONS AND SCHEDULES ● ● ●

P-002 PLUMBING - GENERAL NOTES ● ● ●

P-101 PLUMBING PLAN - BELOW FLOOR - AREA A ● ● ●

P-102 PLUMBING PLAN - BELOW FLOOR - AREA B ● ● ●

P-201 PLUMBING PLAN - ABOVE FLOOR - AREA A ● ● ●

P-202 PLUMBING PLAN - ABOVE FLOOR - AREA B ● ● ●

P-203 PLUMBING PLAN - ROOF - AREA A ● ● ●

P-204 PLUMBING PLAN - ROOF - AREA B ● ● ●

P-205 PLUMBING ENLARGED VIEWS ● ● ●

P-301 PLUMBING - DETAILS ● ● ●

P-302 PLUMBING ISOMETRIC DIAGRAMS ● ● ●

P-303 PLUMBING ISOMETRIC DIAGRAMS ● ● ●

MECHANICAL

M-001 MECHANICAL SYMBOLS AND ABBREVIATION ● ● ●

M-101 MECHANICAL PARTIAL DUCTWORK PLAN - AREA A ● ● ●

M-102 MECHANICAL PARTIAL DUCTWORK PLAN - AREA B ● ● ●

M-201 MECHANICAL PARTIAL PIPING PLAN - AREA A ● ● ●

M-202 MECHANICAL PARTIAL PIPING PLAN - AREA B ● ● ●

M-301 MECHANICAL PARTIAL ROOF PLAN - AREA A ● ● ●

M-302 MECHANICAL PARTIAL ROOF PLAN - AREA B ● ● ●

M-401 MECHANICAL DETAILS ● ●

M-501 MECHANICAL SCHEDULES ● ● ●

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATION ● ● ●

E-002 ELECTRICAL GENERAL NOTES ● ● ●

E-100 ELECTRICAL DEMOLITION SITE PLAN ● ●

E-101 ELECTRICAL SITE PLAN ● ● ●

E-201 ELECTRICAL LIGHTING PLAN AREA A ● ● ●

E-202 ELECTRICAL LIGHTING PLAN AREA B ● ● ●

E-203 ELECTRICAL LIGHTING CONTROLS AREA A ●

E-204 ELECTRICAL LIGHTING CONTROLS AREA B ●

E-301 ELECTRICAL POWER PLAN AREA A ● ● ●

E-302 ELECTRICAL POWER PLAN AREA B ● ● ●

E-303 ELECTRICAL - HVAC CONNECTIONS AREA A ●

E-304 ELECTRICAL - HVAC CONNECTIONS AREA B ●

E-401 ELECTRICAL SYSTEMS PLAN AREA A ● ● ●

E-402 ELECTRICAL SYSTEMS PLAN AREA B ● ● ●

E-501 ELECTRICAL ROOF PLAN AREA A ● ● ●

E-502 ELECTRICAL ROOF PLAN AREA B ● ● ●

E-601 ELECTRICAL DETAILS ● ● ●

E-602 ELECTRICAL DETAILS - LIGHTNING PROTECTION ● ●

E-701 ELECTRICAL ONE-LINE RISER ● ● ●

E-702 ELECTRICAL - SYSTEM RISERS ● ● ●

E-703 ELECTRICAL - A/V RISER DIAGRAMS ● ●

E-704 ELECTRICAL - SECURITY & DOOR RISERS ●

E-801 ELECTRICAL EQUIPMENT SCHEDULE ● ● ●

E-802 ELECTRICAL LIGHTING FIXTURE SCHEDULE ● ● ●

E-803 ELECTRICAL - LIGHTING CONTROL SCHEDULE ● ●

E-804 ELECTRICAL PANEL SCHEDULES ● ● ●

E-805 ELECTRICAL PANEL SCHEDULES ● ● ●

PROJECT SHEET INDEX

Sheet Number Sheet Name 0

-0

-2

U B

-2 -2

S U

B M

A L

-1 -2

U B

ARCHITECTURAL

A-000 ARCHITECTURAL GENERAL NOTES ● ● ●

A-101 ARCHITECTURAL SITE PLAN ● ● ●

A-102 LIFE SAFETY & EGRESS PLAN ● ●

A-201 OVERALL FLOOR PLAN ● ● ●

A-202 FLOOR PLAN - AREA 'A' ● ● ●

A-203 FLOOR PLAN - AREA 'B' ● ● ●

A-204 OVERALL ROOF PLAN ● ● ●

A-205 CLERESTORY WINDOW PLAN ● ●

A-207 OVERALL REFLECTED CEILING PLAN ● ● ●

A-208 REFLECTED CEILING PLAN - AREA 'A' ● ● ●

A-209 REFLECTED CEILING PLAN - AREA 'B' ● ● ●

A-210 ENLARGED RESTROOM PLANS - PUBLIC ● ● ●

A-211 ENLARGED RESTROOM PLANS - OFFICE ● ● ●

A-301 PARTITION TYPES ● ● ●

A-303 DOOR SCHEDULES AND DETAILS ● ● ●

A-304 ROOM FINISH SCHEDULE AND DETAILS ● ● ●

A-305 WINDOW ELEVATIONS ● ● ●

A-306 WINDOW ELEVATIONS ● ● ●

A-401 OVERALL EXTERIOR ELEVATIONS ● ● ●

A-402 EXTERIOR ELEVATIONS ● ● ●

A-403 EXTERIOR ELEVATIONS ● ●

A-404 EXTERIOR ELEVATIONS ● ●

A-410 INTERIOR ELEVATIONS ● ●

A-411 INTERIOR ELEVATIONS ● ●

A-412 INTERIOR ELEVATIONS ● ●

A-413 INTERIOR ELEVATIONS ● ●

A-414 INTERIOR ELEVATIONS ● ●

A-415 RESTROOM ELEVATIONS ● ● ●

A-416 RESTROOM ELEVATIONS ● ● ●

A-417 RESTROOM ELEVATIONS ● ● ●

A-418 RESTROOM ELEVATIONS ●

A-419 RESTROOM ELEVATIONS ●

A-420 CASEWORK ELEVATIONS ● ● ●

A-421 CASEWORK ELEVATIONS ● ● ●

A-501 BUILDING SECTIONS ● ● ●

A-502 BUILDING SECTIONS ● ● ●

A-503 WALL SECTIONS ● ● ●

A-504 WALL SECTIONS ● ● ●

A-505 WALL SECTIONS ● ● ●

A-601 DETAILS - EXTERIOR WALL ● ●

A-602 DETAILS - EXTERIOR WALL ● ●

A-603 DETAILS - EXTERIOR WALL ● ●

A-610 DETAILS - ROOF ● ●

A-611 DETAILS - ROOF ● ●

A-620 DETAILS - PLAN ● ●

A-621 DETAILS - PLAN ● ●

A-630 DETAILS - CEILING ● ●

A-640 DETAILS - CASEWORK ● ●

A-641 DETAILS - CASEWORK ● ●

A-642 DETAILS - CASEWORK ●

INTERIORS

ID-201 OVERALL FURNITURE PLAN ● ● ●

ID-202 FURNITURE PLAN - AREA 'A' ● ● ●

ID-203 FURNITURE PLAN - AREA 'B' ● ● ●

ID-204 FLOOR FINISH PLAN - AREA 'A' ● ● ●

ID-210 FINISH SCHEDULE ● ● ●

PROJECT SHEET INDEX

Sheet Number Sheet Name 0

-0

-2

U B

-2 -2

S U

B M

A L

-1 -2

U B

GENERAL

G-001 COVER SHEET ● ● ●

G-002 SHEET INDEX / DRAWING LISTS ● ● ●

G-003 ABBREVIATIONS & SYMBOLS ● ● ●

G-004 STANDARD ADA DETAILS ● ● ●

G-005 STANDARD ADA DETAILS ● ● ●

G-006 STANDARD ADA DETAILS ● ● ●

G-007 STANDARD ADA DETAILS ● ● ●

G-008 STANDARD ADA DETAILS ● ● ●

G-009 STANDARD ADA DETAILS ● ● ●

CIVIL

C-001 SITE LEGEND AND COORDINATES ● ● ●

C-100 EXISTING SITE AND DEMOLITION PLAN ● ● ●

C-101 SITE PLAN ● ● ●

C-102 SITE PLAN ● ● ●

C-110 GRADING PLAN ● ● ●

C-111 GRADING PLAN ● ● ●

C-112 SITE UTILITY PLAN ● ● ●

C-300 EROSION CONTROL SWPPP PLAN ● ● ●

C-301 EROSION CONTROL SWPPP DETAILS & NOTES ● ● ●

C-302 EROSION CONTROL SWPPP DETAILS & NOTES ● ● ●

C-303 EROSION CONTROL SWPPP DETAILS & NOTES ● ● ●

C-400 STAGING PLAN ● ● ●

C-501 SITE DETAILS ● ● ●

C-502 SITE DETAILS ● ● ●

C-503 SITE DETAILS ● ● ●

C-504 SITE DETAILS ● ● ●

C-505 SITE DETAILS ● ● ●

C-600 EXISTING DRAINAGE MAP ● ● ●

C-601 PROPOSED DRAINAGE MAP ● ● ●

C-700 GEOTECHNICAL BORING LOCATIONS ● ● ●

C-701 GEOTECHNICAL BORING LOGS ● ● ●

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES ● ● ●

S-002 ROOF LOADING PLAN ●

S-101 FOUNDATION PLAN - AREA "A" ● ● ●

S-102 FOUNDATION PLAN - AREA "B" ● ● ●

S-201 LOW FRAMING PLAN - AREA "A" ● ● ●

S-202 LOW FRAMING PLAN - AREA "B" ● ● ●

S-203 HIGH FRAMING PLAN - AREA "A" ● ● ●

S-204 HIGH FRAMING PLAN - AREA "B" ● ● ●

S-301 TYPICAL FOUNDATION DETAILS ● ● ●

S-302 TYPICAL FOUNDATION DETAILS ● ● ●

S-303 FOUNDATION DETAILS ● ● ●

S-401 COLUMN SCHEDULE ● ● ●

S-402 TYPICAL STEEL DETAILS ● ● ●

S-403 TYPICAL STEEL DETAILS ● ●

S-404 FRAMING DETAILS ● ● ●

S-405 FRAMING DETAILS ● ●

S-406 FRAMING DETAILS ● ●

S-407 TYPICAL METAL STUD DETAILS ● ● ●

S-408 TYPICAL METAL STUD DETAILS ● ● ●

S-501 LATERAL FORCE RESISTING ELEVATIONS ● ● ●

S-502 LATERAL FORCE RESISTING DETAILS ● ● ●

PROJECT SHEET INDEX - STANLEY

Sheet Number Sheet Name 0

-0 -2

S U

B M

-2 -2

S U

B M

A L

-1 -2

U B

LANDSCAPE

L-01 LANDSCAPE PLAN ● ● ●

L-02 LANDSCAPE LEGEND ● ● ●

L-03 LANDSCAPE DETAILS ● ● ●

IRRIGATION

IR-01 IRRIGATION PLAN ● ●

IR-02 IRRIGATION NOTES & DETAILS ● ●

IR-03 IRRIGATION DETAILS ● ●

prb2

DLA-09-14-18

DRAWING ABBREVIATIONS SYMBOLS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Name Elevation

Room name

Plan North

TrueNorth

A101

SIM

A101

SIM

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

MATERIAL INDICATORS

ALUMINUM

BATT INSULATION

CONCRETE

GRAVEL, CRUSHED

ROCK

GYPSUM BOARD

RIGID INSULATION

SAND, MORTAR,

PLASTER

SOIL

STEEL

WOOD FINISH

WOOD FRAMING

INTERRUPTED

MEMBER (SHIM)

WOOD FRAMING

THROUGH MEMBER

REFLECTED CEILING PLAN LEGEND:

2'-0" X 2'-0" ACOUSTICAL CEILING TILE

2'-0" X 4'-0" ACOUSTICAL CEILING TILE

2'-0" FLOURESCENT STRIP LIGHT FIXTURE

4'-0" FLOURESCENT STRIP LIGHT FIXTURE

8'-0" FLOURESCENT STRIP LIGHT FIXTURE

2'-0" X 2'-0" FLOURESCENT LIGHT FIXTURE

WITH EMERGENCY BALLAST OR CONNECTED

TO EMERGENCY POWER

2'-0" X 4'-0" FLOURESCENT LIGHT FIXTURE

WITH EMERGENCY BALLAST OR CONNECTED

TO EMERGENCY POWER

RECESSED DOWNLIGHT FIXTURE

RECESSED DOWNLIGHT FIXTURE WITH

EMERGENCY BALLAST OR CONNECTED TO

EMERGENCY POWER

RECESSED DIRECTIONAL LIGHT FIXTURE

PENDANT MOUNTED LIGHT FIXTURE

EXIT SIGN

SLOT SUPPLY AIR DIFFUSER

SLOT RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST VENT

CEILING MOUNTED UNIT HEATER

TRACK & TRACK LIGHT FIXTURE

REFERENCE INDICATORS

12' - 0"

101X

CEILING HEIGHT TAG

DOOR TAG

PARTITION TYPE TAG

KEYED NOTE

DEMOLITION KEYED NOTE

S31

WINDOW TAG

RESTROOM ACCESSORY TAG

0 COLUMN GRID BUBBLE

DIMENSION

4' - 0"

REVISION CLOUD

X-X FINISH CALLOUT

1 HOUR RATED WALL

2 HOUR RATED WALL

3 HOUR RATED WALL

4 HOUR RATED WALL

1 HOUR SMOKE WALL

2 HOUR SMOKE WALL

3 HOUR SMOKE WALL

4 HOUR SMOKE WALL

X-X FURNITURE CALLOUT

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STANDARD ABBREVIATIONS

SCHED SCHEDULE

SC SEALED CONCRETE

SECT SECTION

SHTHG SHEATHING

SIM SIMILAR

SGL SINGLE

SS SOLID SURFACE

STC SOUND TRANSMISSION CLASS

SF SPECIAL FINISH / SQUARE FEET

SPEC SPECIFICATION

S STAIN

SN STAIR NOSE

STD STANDARD

STL STEEL

ST STONE

SV STONE VENEER

STOR STORAGE

STRUCT STRUCTURAL

TEL TELEPHONE

TV TELEVISION

TEMP TEMPORARY

THK THICKNESS

TO TOP OF

T TRANSITION STRIP

TR TRIM

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WS WAINSCOT

WC WALL COVERING

WT WEIGHT

WWF WELDED WIRE FABRIC

W WIDE

W/ WITH

W/O WITHOUT

WD WOOD

WF WOOD FLOORING

WP WOOD PANELING

WV WOOD VENEER

STANDARD ABBREVIATIONS

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GT GLASS TILE

GFRC GLASS-FIBER REINFORCED CONCRETE

GFRG GLASS-FIBER REINFORCED GYPSUM

GLU LAM GLUED LAMINATED WOOD

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GMP GUARANTEED MAXIMUM PRICE

GYP BD GYPSUM BOARD

HS HAND SINK

HCP HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HVAC HEATING, VENTILATION & AIR CONDITIONING

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIB

HR HOUR

IN INCH

INCL INCLUDED

ID INSIDE DIAMETER / INSIDE DIMENSION / INTERIOR DESIGN

INSUL INSULATION

INT INTERIOR

IDF INTERMEDIATE DISTRIBUTION FRAME

JAN JANITOR

JT JOINT

J-BOX JUNCTION BOX

KIT KITCHEN

LAD LADDER

L LAMINATE / LENGTH

LAV LAVATORY

LF LINEAR FEET

LI LINOLEUM FLOORING

LOC LOCATION

LV LOW VOLTAGE

MAINT MAINTENANCE

MAU MAKE-UP AIR UNIT

MFR MANUFACTURER

MT MARBLE TILE

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MEZZ MEZZANINE

MM MILLIMETER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MS MOSAIC STONE

MTG MOUNTING

NOM NOMINAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER / OUTSIDE DIMENSION

P PAINT

PR PAIR

PM PEDIMAT FLOOR

PLAM PLASTIC LAMINATE

PLBG PLUMBING

± PLUS OR MINUS

PLYWD PLYWOOD

PFT PORCELAIN FLOOR TILE

PT PORCELAIN TILE

PREFAB PREFABRICATED

R RADIUS / RESINOUS FLOOR

REF REFERENCE

RCP REFLECTED CEILING PLAN

REINF REINFORCE

REBAR REINFORCING STEEL BARS

REQD REQUIRED

RF RESILIENT FLOOR

REST RESTROOM

REV REVISION

RTU ROOF TOP UNIT

RM ROOM

RO ROUGH OPENING

RU RUBBER FLOOR

STANDARD ABBREVIATIONS

AFF ABOVE FINISH FLOOR

ACT ACOUSTICAL CEILING TILE

FP ACOUSTICAL FABRIC PANEL

AP ACRYLIC PANEL

ADDM ADDENDUM

ADJ ADJACENT / ADJOINING / ADJUSTABLE

ADMIN ADMINISTRATION

A/C AIR CONDITION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

& AND

APPROX APPROXIMATE

ARCH ARCHITECT

A/E ARCHITECT / ENGINEER

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

@ AT

BOH BACK OF HOUSE

BTWN BETWEEN

BD BOARD

BOT BOTTOM

BLDG BUILDING

BG BUMP GUARD

CPT CARPET

CLG CEILING

CTR CENTER

CL CENTER LINE

CM CENTIMETER

CT CERAMIC TILE

CLR CLEAR

CCTV CLOSED CIRCUIT TELEVISION

CLO CLOSET

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONT CONTINUE

CCD CONTRACT CHANGE DIRECTIVE

CJ CONTROL JOINT

COORD COORDINATE

CG CORNER GUARD

CORR CORRIDOR

CFM CUBIC FEET PER MINUTE

DEMO DEMOLITION

DEPT DEPARTMENT

D DEPTH

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DBL DOUBLE

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

ELEC ELECTRIC / ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EF EPOXY FLOORING

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EST ESTIMATE

EX EXAMPLE

EXIST EXISTING

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

FAB FABRIC PANEL

FO FACE OF

FCU FAN COIL UNIT

FT FEET / FOOT

FRG FIBER REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED PLASTIC

FIN FINISH

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FRT FIRE RETARDANT TREATED

FIXT FIXTURE

FLR FLOOR

FLR SK FLOOR SINK

FTG FOOTING

FF&E FURNITURE, FIXTURE & EQUIPMENT

FUT FUTURE

DOMINANT DIRECTION OF

TRAVEL

LONG DIMENSION

PERPENDICULAR TO

DOMINANT DIRECTION OF

TRAVEL

1/2" MAX

A X

1/2"

60" MIN

BASE

A R

12" MIN

36" MIN

12" MIN

60" MIN

48" MIN

30" MIN

(A)

FORWARD

48" MIN

(B)

PARALLEL

36" MIN

60" MIN

17" - 25"

(A)

ELEVATION

(B)

PLAN

8" MIN

25" MAX

(A)

ELEVATION

(B)

PLAN

"MAX

MAX

12"

MAX

12"

(A)

X > 12"

M A

X X > 12"

(B)

M A

CANE PROTECTION AREA

PROTECT SHADED AREA

FROM CROSS-TRAFFIC

RAILING OR OTHER BARRIER

M A

20" MAX

M A

(A)

M A

MAX

>20" - 25"

(B)

M A

MAX

10"

M A

10" MAX(A)

M A

(B)

M A

MAX

10" - 24"

24" MAX 48" MIN 24" MAX

X < 48" 42" MIN.42" MIN.

36" MIN.

X < 48"

(A) 180 DEGREE TURN

(B) 180 DEGREE TURN

(EXCEPTION)

(A)

HINGED DOOR

32" MIN

0°

(B)

SLIDING DOOR

32" MIN

(C)

FOLDING DOOR

32" MIN

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MISSOURI ARCHITECTURAL CORPORATION

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ELONGATED

OPENINGS IN FLOOR

CARPET PILE HEIGHT

VERTICAL CHANGE IN

LEVEL

BEVELED CHANGE IN

LEVEL

CIRCULAR TURNING

SPACE

T-SHAPED TURNING

SPACE

CLEAR FLOOR OR

GROUND SPACE

POSITION OF CLEAR

FLOOR SPACE

MANEUVERING

CLEARANCE IN

ALCOVE, FORWARD

APPROACH

MANEUVERING

CLEARANCE IN

ALCOVE, PARALLEL

APPROACH

TOE CLEARANCE

KNEE CLEARANCE

LIMITS OF

PROTRUDING

OBJECTS

POST MOUNTED

PROTRUDING

OBJECTS

VERTICAL

CLEARANCE

UNOBSTRUCTED

FORWARD REACH

OBSTRUCTED HIGH

FORWARD REACH

UNOBSTRUCTED SIDE

REACH

OBSTRUCTED HIGH

SIDE REACH

CLEAR WIDTH OF AN

ACCESSIBLE AISLE

CLEAR WIDTH AT TURN

CLEAR WIDTH OF

DOORWAYS

NOTES:

FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

FIGURE 302.3FIGURE 302.2 FIGURE 303.2 FIGURE 303.3 FIGURE 304.3.2

FIGURE 305.3 FIGURE 305.5 FIGURE 305.7.1 FIGURE 305.7.2 FIGURE 306.3FIGURE 306.2

FIGURE 307.2

FIGURE 307.3

FIGURE 307.4 FIGURE 308.2.1

FIGURE 308.3.1FIGURE 308.2.2

FIGURE 308.3.2 FIGURE 403.5.1 FIGURE 403.5.2 FIGURE 404.2.3

FIGURE 304.3.1

(A)

FRONT APPROACH, PULL

SIDE

MIN

18"

MIN

32"

(B)

FRONT APPROACH, PUSH

SIDE

(C)

FRONT APPROACH, PUSH SIDE - DOOR

PROVIDED WITH BOTH CLOSER &

LATCH

(D)

HINGE APPROACH, PULL

SIDE

36" MIN

(E)

HINGE APPROACH, PULL

SIDE

42" MIN

(F)

HINGE APPROACH,

PUSH SIDE

22" MIN

(G)

HINGE APPROACH, PUSH SIDE - DOOR PROVIDED

WITH BOTH CLOSER & LATCH

22" MIN

(I)

LATCH APPROACH, PULL SIDE - DOOR

PROVIDED WITH CLOSER

MIN

24"

(J)

LATCH APPROACH, PUSH

SIDE

MIN

24"

(K)

LATCH APPROACH, PUSH SIDE - DOOR

PROVIDED WITH CLOSER

MIN

24"

MIN

12"

(H)

LATCH APPROACH, PULL

SIDE

MIN

24"

(A)

FRONT

APPROACH

(B)

SIDE

APPROACH

MIN

22"

(C)

POCKET OR HINGE

APPROACH

MIN

24"

(D)

STOP OR LATCH

APPROACH

(A)

PULL SIDE

18" MIN

(B)

PUSH SIDE

(C)

PUSH SIDE - DOOR PROVIDED WITH

BOTH CLOSER & LATCH

12" MIN

48" MIN

(A)

48" MIN 48" MIN

(B) (C)

RAMP RUN LANDINGLANDING

60" MIN 60" MIN

MAXIMUM RAMP RISE 30" PER 405.6A

L E

A S

T A

S W

S R

A M

P R

U N

T H

RAMP RUN

LANDING

60" MIN

R A

M P

R U

(A)

STRAIGHT

(B)

CHANGE IN DIRECTION

12" MIN 12" MIN

CURB

BARRIER

CURB RAMP SLOPE

ADJOINING SURFACE MAX.

SLOPE

FLARED SIDES 1:10

MAX SLOPE

SLOPE SLOPE

AS CURB RAMP

AT LEAST AS WIDE

" M

24" MIN

" M

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MISSOURI ARCHITECTURAL CORPORATION

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FIGURE 404.2.4.3

FIGURE 404.2.4.2

FIGURE 404.2.4.1

FIGURE 404.2.6 FIGURE 405.7 FIGURE 405.9.1 FIGURE 405.9.2

FIGURE 406.2 FIGURE 406.4 FIGURE 406.6

NOTES:

FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

MANEUVERING

CLEARANCES AT

DOORWAYS WITHOUT

DOORS, SLIDING

DOORS, GATES, AND

FOLDING DOORS

MANEUVERING

CLEARANCES AT

RECESSED DOORS

AND GATES

DOORS IN SERIES

AND GATES IN SERIES

RAMP LANDINGS

EXTENDED FLOOR OR

GROUND SURFACE

EDGE PROTECTION

CURB OR BARRIER

EDGE PROTECTION

COUNTER SLOPE OF

SURFACES ADJACENT

TO CURB RAMPS

SIDES OF CURB

RAMPS

FIGURE 406.3

LANDINGS AT TOP OF

CURB RAMPS

DIAGONAL CURB RAMPS

AREA TO BE

MARKED

VEHICLE PULL-UP SPACE

FULL LENGTH OF

(A)

RADIUS OF TREAD EDGE

(TYPICAL FOR ALL PROFILES)

RAD. 1/2" MAX. TYP.

(B)

ANGLED RISER

30.00° MAX.

(C)

CURVED NOSING

1 1/2" MAX.

(D)

BEVELED NOSING

1 1/2" MAX.

(A)

STAIRS

(B)

RAMPS

(C)

WALKING SURFACES

1 1/2" MIN

4" - 6 1/4" PERIMETER

4" M

A X

2 1/4" MAX

(A) (B)

MIN

12"

MIN

12"

MIN

12"

EQ EQ

5" MAX 15" MIN

96" MIN. 132" MIN.

(A)

CAR

(B)

VAN

P A

R K

S P

A C

F U

L L

L E

N G

T H

O F

MIN

60"

AREA TO BE

MARKED

36" MIN

(A)

CUT THROUGH AT

ISLAND

(B)

CURB RAMP AT

ISLAND

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FIGURE 602.5

FIGURE 503.3

FIGURE 504.5 FIGURE 505.4 FIGURE 505.5 FIGURE 505.6

NOTES:

FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

PASSENGER LOADING

ZONE ACCESS AISLE

STAIR NOSINGS

HANDRAIL HEIGHT

HANDRAIL

CLEARANCE

BELOW GRIPPING

SURFACE

HANDRAIL

NON-CIRCULAR

CROSS SECTION

FIGURE 505.7.2

TOP AND BOTTOM

HANDRAIL

EXTENSION AT

RAMPS

FIGURE 505.10.1

TOP HANDRAIL

EXTENSION AT

STAIRS

FIGURE 505.10.2

BOTTOM HANDRAIL

EXTENSION AT

STAIRS

FIGURE 505.10.3

DRINKING FOUNTAIN

SPOUT LOCATION

FIGURE 406.7 FIGURE 502.2 FIGURE 502.32

VEHICLE PARKING

SPACES

PARKING SPACE

ACCESS AISLE

ISLANDS IN

CROSSINGS

(A)

WHEELCHAIR

ACCESSIBLE WATER

CLOSET

(B)

AMBULATORY

ACCESSIBLE WATER

CLOSET

16"-18" 17"-19"

60" MIN

54" MIN

12" MAX

42" MIN

39" - 41"

TRANSFER

SIDE

36" MIN

24" MIN

12" MIN

M A

7"- 9"

(A)

ADULT WALL HUNG WATER CLOSET

60" MIN.

(B)

ADULT FLOOR MOUNTED WATER CLOSET &

CHILDREN'S WATER CLOSET

60" MIN.

M A

ALTERNATE

DOOR LOCATION

4" MAX

(A)

ELEVATION ADULT

6" MIN

PARTITION

(B)

ELEVATION CHILDREN

6" MIN

PARTITION

(C)

PLAN

6" MIN

35"-37"

(A)

WALL HUNG TYPE

M A

13 1/2" MIN

(B)

STALL TYPE

CONTROL

WALL

BACK

WALL

SEAT

WALL

NOTE: INSIDE FINISHED DIMENSIONS

MEASURED AT THE CENTER POINTS OF

OPPOSING SIDES

36"

48" MIN.

BACK

WALL

SIDE

WALL

NOTE: INSIDE FINISHED

DIMENSIONS MEASURED AT

THE CENTER POINTS OF

OPPOSING SIDES

SIDE

WALL

60" MIN

BACK

WALL

SIDE

WALL

NOTE: INSIDE FINISHED DIMENSIONS

MEASURED AT THE CENTER POINTS OF

OPPOSING SIDES

SIDE

WALL

FRONTW

ALL

36" MIN

60" MIN

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FIGURE 604.3.1 FIGURE 604.5.1

FIGURE 604.8.1.1

FIGURE 604.5.2

FIGURE 604.8.1.2 FIGURE 604.8.1.4

FIGURE 605.2 FIGURE 608.2.1

FIGURE 604.7

NOTES:

FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

WATER CLOSET

LOCATION

FIGURE 604.2

SIZE OF CLEARANCE

AT WATER CLOSETS

SIDE WALL GRAB BAR

AT WATER CLOSETS

REAR WALL GRAB

BAR AT WATER

CLOSETS

DISPENSER OUTLET

LOCATION

SIZE OF WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT

WHEELCHAIR

ACCESSIBLE TOILET

COMP. DOORS

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT TOE CLEARANCE

AMBULATORY

ACCESSIBLE TOILET

COMPARTMENT

FIGURE 604.8.2

HEIGHT AND DEPTH

OF URINALS

TRANSFER TYPE

SHOWER SIZE AND

CLEARANCE

STANDARD ROLL-IN

TYPE SHOWER SIZE

AND CLEARANCE

ALTERNATE ROLL-IN

TYPE SHOWER SIZE

AND CLEARANCE

FIGURE 608.2.2 FIGURE 608.2.3

CONTROL

WALL

BACK

WALL

SEAT

WALL

18"

(A)

WITHOUT

SEAT

BACK

WALL

SIDE

WALL

M A

6" MAX6" MAX

SIDE

WALL

(B)

WITH SEAT

SIDE

WALL

SIDE

WALL

BACK

WALL

M A

6" MAX

FRONT

WALL

BACK

WALL

SIDE

WALL

SIDE

WALL

M A

6" MAX

6" MAX SIDE

WALL

M A

15" MAX

(A)

WITHOUT SEAT

M A

CAN BE LOCATED ON

ANY WALL OF SHOWER

BACK

WALL

(B)

WITH SEAT

M A

27" MAX

(A)

WITH SEAT (ELEVATION)

M A

27" MAX

(B)

WITH SEAT (ELEVATION)

BACK

WALL

15" MAX

M A

(D)

WITH SEAT (PLAN)

SIDE

WALL

BACK

WALL

FRONT

WALL

(C)

WITHOUT SEAT (PLAN)

SIDE

WALL

BACK

WALL

FRONT

WALL

4" - 4.8"

PERIMETER

2" M

X 2" MAX

PROJECTING

OBJECTS

RECESSED

OBJECTS

(A)RECTANGULAR

COMPARTMENT

ENTRY

M A

(B)

L-SHAPED

COMPARTMENT

ENTRY

M A

THE HEIGHT OF THE SEAT SHALL BE 17" MIN & 19" MAX

ABOVE THE FLOOR, MEASURED TO THE TOP OF THE

SEAT.

SEAT

WALL

M A

2 1/2" MAX

THE HEIGHT OF THE SEAT SHALL BE 17"

MIN AND 19" MAX ABOVE THE FLOOR,

MEASURED TO THE TOP OF THE SEAT.

15"-16"

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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DISCLAIMER OF RESPONSIBILITY

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING CORPORATION

CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY CORPORATION

CERTIFICATE LIC. NO.: 000078

G-008

100% SUBMITTAL

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FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

GRAB BARS FOR

TRANSFER TYPE

SHOWER

GRAB BARS FOR STANDARD ROLL-IN TYPE

SHOWERS

FIGURE 608.3.1 FIGURE 608.3.2

GRAB BARS FOR

ALTERNATE ROLL-IN

TYPE SHOWER

TRANSFER-TYPE

SHOWER CONTROL

LOCATION

STANDARD ROLL-IN TYPE SHOWER CONTROL

LOCATION

ALTERNATE ROLL-IN TYPE SHOWER

CONTROL LOCATION

GRAB BAR

NON-CIRCULAR

CROSS SECTION

FIGURE 608.3.3 FIGURE 608.5.1

FIGURE 608.5.2 FIGURE 608.5.3 FIGURE 609.2.2

SPACING OF GRAB

BARS

EXTENT OF SEAT

RECTANGULAR

SHOWER SEAT

FIGURE 609.3 FIGURE 610.3 FIGURE 610.3.1

SEAT

WALL

(A)

SIZE

(B)

DISTANCE FROM WALL

SEAT

WALL

2 1/2" MAX

M A

THE HEIGHT OF THE SEAT SHALL BE 17" MIN AND 19" MAX

ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT.

15"-16"

22"-23"

AREA OF

REFUGE

M A

18" MIN

CENTERED ON

TACTILE

CHARACTERS

M A

1.6"-2.4"

(B)

PLAN

TOP DIAMETER OF 50% - 65%

OF THE BASE DIAMETER

BASE DIAMETER OF

0.9" - 1.4"

(A)

ELEVATION

(ENLARGED)

36" MIN

(A)

SINGLE SPACE

33" MIN 33" MIN

(B)

TWO SPACES (A)

FRONT OR REAR

ENTRY

(B)

SIDE ENTRY

(A) (B)

M A

2 1/2" MAX

COUNTER

PLAN

24" MIN

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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DISCLAIMER OF RESPONSIBILITY

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING CORPORATION

CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY CORPORATION

CERTIFICATE LIC. NO.: 000078

G-009

100% SUBMITTAL

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-0

NOTES:

FIGURES ARE TAKEN FROM THE AMERICANS WITH

DISABILITIES ACT, ANSI A117.1-2010 STANDARDS FOR

ACCESSIBLE DESIGN, AND ARCHITECTURAL BARRIER ACT

2015.

FIGURES NOTED WITH TOLERANCE DIMENSIONS ARE TO BE

CONSTRUCTED BETWEEN THOSE DIMENSIONS AND NOT TO

BE BELOW OR ABOVE THE DIMENSIONS.

L-SHAPED SHOWER SEAT

FIGURE 610.3.2

HEIGHT OF TACTILE

CHARACTERS ABOVE

FINISH FLOOR OR

GROUND

FIGURE 703.4.1

LOCATION OF

TACTILE SIGNS AT

DOORS

FIGURE 703.4.2

PARALLEL APPROACH

TO TELEPHONE

FIGURE 704.2.1.1

FORWARD APPROACH

TO TELEPHONE

FIGURE 704.2.1.2

SIZE AND SPACING OF

TRUNCATED DOMES

FIGURE 705.1

WIDTH OF

WHEELCHAIR SPACES

FIGURE 802.1.2

DEPTH OF

WHEELCHAIR SPACES

FIGURE 802.1.3

BENCH BACK

SUPPORT

FIGURE 903.4

ALTERATION OF

SALES AND SERVICE

COUNTERS

FIGURE 904.4 (EXCEPTION)

Pr eli m inar y

Not F or C onstr ucti on

US Army Corps of Engineers ®

SHEET ID

2 3 4 5 6 7 8 9 10

D A

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File Path:

Plot Date:

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DISCLAIMER OF RESPONSIBILITY

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

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CIVIL SHEET INDEX

SHEET NUMBER DESCRIPTION

C-001 SITE LEGEND AND COORDINATES

C-100 EXISTING SITE AND DEMOLITION PLAN

C-101 SITE PLAN

C-102 SITE PLAN

C-110 GRADING PLAN

C-111 GRADING PLAN

C-112 SITE UTILITY PLAN

C-300 EROSION CONTROL PLAN

C-301 EROSION CONTROL SWPPP DETAILS & NOTES

C-302 EROSION CONTROL SWPPP DETAILS & NOTES

C-303 EROSION CONTROL SWPPP DETAILS & NOTES

C-400 STAGING PLAN

C-501 SITE DETAILS - STORM & SANITARY SEWER

C-502 SITE DETAILS - STORM & SANITARY SEWER

C-503 SITE DETAILS - WATER SERVICE

C-504 - C5-05 SITE DETAILS - PAVEMENT

C-600 EXISTING DRAINAGE MAP

C-601 PROPOSED DRAINAGE MAP

C-700 GEOTECHNICAL BORING LOCATIONS

C-701 GEOTECHNICAL BORING LOGS

SD SD

E E E E

COMM

FO FO

W W W

SAN SAN

LEGEND

SYMBOL DESCRIPTION

WATER LINES

UNDERGROUND FIBER OPTIC LINES

UNDERGROUND COMMUNICATION LINES

UNDERGROUND ELECTRIC LINES

SANITARY SEWER LINES

STORM SEWER LINES

GAS LINES

LAWN SPRINKLER LINE

LIMITS OF DISTURBANCE

WATER METER

VALVE VAULT

FIRE HYDRANT

SANITARY CLEAN OUT

SANITARY MANHOLE

STORM INLET

AREA INLET

FLARED END SECTION

ROOF DRAIN

MONITORING WELL

TELEPHONE MANHOLE

COMMUNICATION HAND HOLE

LIGHT STANDARD

SITE SIGNS

UTILITY POLE

TREES

ASPHALT PAVING

CONCRETE PAVING

C-001

S I T

E G

E N

N D

C O

O R

D I N

A T

E S

LS LS LS

G G

HOLD IT ! CALL BEFORE YOU DIG !

PHONE DIG RITE

CONTRACTOR TO CONTACT UTILITIES PRIOR TO ANY EXCAVATION

OR DEMOLITION FOR THE LOCATION OF ANY PIPES, CABLES, LINES

OR MAINS. THE CONTRACTOR SHALL ALSO COORDINATE ANY

DISCONNECTION REQUIRED WITH THE VARIOUS UTILITY

COMPANIES AND/OR GOVERNMENTAL AGENCIES SERVING THE

SITE.

TOLL FREE 800-344-7483

800-DIG-RITE

UNDERGROUND CABLE

STORM SEWER COORDINATES

POINT #

AI-1D

CB-8D

CB-9D

CB-10D

CB-11D

CO-2D

CO-3D

CO-4D

CO-5D

CO-6D

CO-7D

CO-12D

EP1

EP2

EP3

EP4

EP5

EP6

EP7

EP8

EP9

EP10

EP11

EP12

EP13

EP14

EP15

EP16

EP17

EP18

EP19

EP20

EP21

EP22

EP23

EP24

EP25

EP26

EP27

EP28

EP29

EP30

IC1

IC2

IC3

IC4

IC5

IC6

IC7

IC8

IC9

IC10

IC11

IC12

IC13

IC14

IC15

IC16

IC17

IC18

IC19

IC20

IC21

IC22

IC23

IC24

IC25

MH-1S

MH-2S

MH-3S

MH-4S

RW1

RW2

RW3

RW4

RW5

DESCRIPTION

STORM STRUCTURE

EDGE OF PAVEMENT

BUILDING CORNER

SANITARY STRUCTURE

FACE OF WALL

NORTHING

1042704.07

1042336.20

1042352.23

1042371.86

1042373.13

1042629.15

1042605.41

1042562.60

1042454.06

1042378.96

1042324.41

1042568.12

1042386.80

1042504.34

1042498.35

1042517.40

1042531.50

1042590.02

1042600.65

1042562.94

1042550.80

1042529.04

1042543.48

1042604.82

1042610.40

1042618.85

1042624.14

1042719.94

1042768.38

1042751.21

1042664.68

1042662.31

1042594.47

1042583.69

1042597.79

1042562.30

1042607.32

1042505.38

1042427.57

1042385.65

1042197.73

1042215.36

1042411.14

1042399.19

1042395.13

1042383.18

1042376.55

1042364.61

1042360.55

1042348.60

1042391.33

1042397.03

1042496.72

1042512.21

1042506.69

1042551.26

1042563.21

1042556.57

1042560.83

1042567.45

1042568.39

1042561.77

1042607.33

1042535.24

1042520.49

1042472.03

1042493.34

1042061.92

1042079.63

1042221.75

1042349.30

1042503.27

1042509.01

1042494.43

1042556.13

1042586.89

EASTING

756050.34

756163.85

756134.01

756097.46

756198.70

756189.83

756234.03

756313.73

756255.43

756215.09

756185.79

756159.94

756039.07

756102.21

756113.36

756123.60

756131.17

756162.61

756127.77

756124.69

756121.10

756101.93

756107.37

756122.40

756124.44

756096.26

756099.10

756250.74

756310.00

756289.10

756242.62

756247.02

756210.58

756230.64

756238.22

756304.29

756328.73

756273.03

756231.23

756215.53

756119.70

756087.04

756065.75

756088.00

756095.56

756117.80

756130.13

756152.38

756159.94

756182.18

756208.49

756198.04

756251.86

756260.18

756270.46

756291.04

756268.80

756265.28

756257.35

756260.90

756259.14

756255.59

756186.65

756147.97

756175.71

756149.68

756109.95

755559.78

755563.28

755848.37

756125.19

756111.49

756100.81

756080.40

756300.98

756243.71

INTERPRETIVE CENTER COORDINATES

POINT # DESCRIPTION NORTHING EASTING

EDGE OF PAVEMENT COORDINATES

POINT # DESCRIPTION NORTHING EASTING

SANITARY SEWER COORDINATES

POINT # DESCRIPTION NORTHING EASTING

RETAINING WALL COORDINATES

POINT # DESCRIPTION NORTHING EASTING

EXISTING

INTERPRETIVE

CENTER

NEW

INTERPRETIVE

CENTER

EXISTING LAB

EXISTING OFFICES

LCRS BUILDING

SOIL

MANAGEMENT

SITE

SITE MAP

SCALE: N.T.S.

HORIZONTAL AND VERTICAL CONTROL:

ST. CHARLES COUNTY BENCHMARK:

SC-11 (PID AA8602)

ELEV 649.28 NAVD 88

SURVEY DISK SET IN CONCRETE; 40 FEET SOUTH SOUTHWEST OF

INTERSECTION OF HIGHWAY 94 AND HIGHWAY D

SITE BENCHMARK:

CONTROL POINT #1 (BM#1)

ELEV 662.16 NAVD 88

N = 1,042,235.56

E = 756,111.32

MAGNAIL IN DOE PARKING LOT

HORIZONTAL:

NAD 83,STATE PLANE, MISSOURI EAST ZONE, US SURVEY FEET

BM#1

W W

20"

22"

10"

F O

SD SD SD SD SD SD SD

COMM

C O

M M

C O

M M

E E

18" CMP

30" HDPE

ABANDONED

LIGHT FOUNDATION

ABANDONED

LIGHT FOUNDATION

XST

C O

E E

E E E E E E

E E

SAN

W W

W W W W W W W W W

W W

W W W W

W W

F O

E E E E E E E E E E E E E E E E

L S

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

E E E E E

E E

COMM

SAN

PREVIOUSLY ABANDONED IN PLACE

ABANDONED

LIGHT FOUNDATION

ABANDONED

LIGHT FOUNDATION

ABANDONED

LIGHT FOUNDATION

ABANDONED LIGHT

FOUNDATION

ABANDONED

LIGHT FOUNDATION

ABANDONED

LIGHT FOUNDATION

EX CONC

WALK

EX ASPH

PVMT

EX ASPH

PVMT

EX ASPH

PVMT

EX ASPH

PVMT

EX ASPH

PVMT

U R

L O

C K

GRINDER

PUMP

ELECTRIC

PANEL

ELECTRIC XFMR

ON CONC PAD

COMM

PANEL

EX CONC

SLAB

BENCH

(TYP.)

EX GI

T 650.59

FL 646.11 (S)

FL 646.00 (N)

EX GI

T 652.84

FL 647.95

EX ROCK WALK

FLAGPOLE

EX SAN CO

T 653.19

EX SAN CO

T 653.10

FL 649.40

EX SAN CO

T 652.68

FL 647.36

EX SAN CO

T 653.36

FL 649.18

PREVIOUSLY ABANDONED

IN PLACE

PREVIOUSLY ABANDONED

IN PLACE

EXISTING

INTERPRETIVE

CENTER

NEW

INTERPRETIVE

CENTER

(REMOVE)

EX LIGHT TO BE RELOCATED LOCATED AND

EX LIGHT FOUNDATION TO BE REMOVED,

SEE NOTE 5

EX FIBER OPTIC TO BE

RELOCATED, SEE

NOTE 5

EXISTING CONC ISLAND

TO BE REMOVED

EXISTING SIDEWALKS AND

LANDSCAPING TO BE PROTECTED

DURING CONSTRUCTION

EX LIGHT AND LIGHT

FOUNDATION TO BE

REMOVED, SEE NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX SIGNS TO BE

REMOVED

EX SIGNS TO

BE REMOVED

EX TREES TO

BE REMOVED

EX TREES TO

BE REMOVED

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX ASPH PVMT TO

BE REMOVED

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX ASPH PVMT TO

BE REMOVED

U R

E M

O V

E D

P V

O V

E D

EX SIGN TO

REMAIN

EX POST TO

BE REMOVED

EX JUNCTION

BOXES AND SIGN

TO BE REMOVED,

SEE NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX LIGHT TO

REMAIN, SEE

NOTE 5

EX LIGHT TO REMAIN,

SEE NOTE 5

EX SIGNS TO

REMAIN

EX LANDSCAPED

ISLAND AND SIGN

TO REMAIN

EX CULVERT TO

REMAIN

SAW CUT AND

REMOVE ISLAND

AS NEEDED TO

REMOVE LIGHT

FOUNDATION

AND CONCRETE

PATCH HOLE

SAW CUT AND

REMOVE ISLAND

AS NEEDED TO

REMOVE LIGHT

FOUNDATION AND

CONCRETE PATCH

HOLE

SAW CUT AND REMOVE ISLAND

AS NEEDED TO REMOVE LIGHT

FOUNDATION AND CONCRETE

PATCH HOLE

SAW CUT AND

REMOVE PAVEMENT

AS NEEDED TO

CONSTRUCT NEW

UTILITY CONNECTIONS

SAW CUT AND

REMOVE PAVEMENT

AS NEEDED TO

CONSTRUCT NEW

UTILITY CONNECTIONS

SAW CUT AND REMOVE ISLAND

AS NEEDED TO REMOVE LIGHT

FOUNDATION AND CONCRETE

PATCH HOLE

C E

EX SIGN TO BE REMOVED

EX LIGHT TO

REMAIN, SEE

NOTE 5

Pr eli m inar y

Not F or C onstr ucti on

US Army Corps of Engineers ®

SHEET ID

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Plot Date:

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DISCLAIMER OF RESPONSIBILITY

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

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LOCATION MAP

EXISTING

INTERPRETIVE

CENTER

NEW

INTERPRETIVE

CENTER

EXISTING LAB EXISTING OFFICES

DEMOLITION NOTES:

1. SEE SHEET C-001 FOR LEGEND.

2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE

INFORMATION AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED

APPROXIMATE ONLY. THE VERIFICATION OF THE LOCATION OF ALL

UNDERGROUND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THIS PLAN,

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

LOCATED PRIOR TO EXCAVATION, GRADING, OR CONSTRUCTION.

3. IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTERED AT ANY

POINT DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY

CONTACT U.S. ARMY CORP OF ENGINEERS, CONTRACTING OFFICER. THE

CONTRACTOR SHALL COMPLY WITH APPLICABLE REGULATIONS, LAWS AND

ORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTION

AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. THE CONTRACTOR

SHALL REMOVE AND REPLACE UNSUITABLE MATERIAL IN ACCORDANCE

WITH WELDON SPRING, MISSOURI SITE PROCEDURE FOR SUSPECT

MATERIAL AND DEBRIS DISCOVERIES. CONTRACTOR MUST BE PROMPTED

TO COORDINATE WITH DOE SITE PERSONNEL WHERE APPLICABLE TO

COMPLY WITH SITE POLICY AND PROCEDURES. NO SOIL MAY BE TAKEN OFF

SITE.

4. ALL NEW IMPROVEMENTS SHOWN FOR COORDINATION OF DEMOLITION

ITEMS ONLY AND ARE TO BE CONSIDERED APPROXIMATE. SEE SITE PLAN.

5. EXISTING POWER AND COMMUNICATIONS ITEMS SHOWN FOR

COORDINATION ONLY. SEE ELECTRICAL SITE PLAN.

6. THIS DEMOLITION PLAN IS GENERAL IN NATURE AND IS NOT INTENDED TO

BE ALL ENCOMPASSING OR EXHAUSTIVE IN DEPICTING EACH INDIVIDUAL

ITEM TO BE REMOVED OR DEMOLISHED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VISITING THE PROJECT SITE AND VERIFYING EXISTING

CONDITIONS AND FAMILIARIZING HIMSELF WITH THE PROJECT

REQUIREMENTS PRIOR TO BIDDING. ITEMS INTERFERING WITH OR OF NO

USE OR VALUE TO THE COMPLETED PROJECT SHALL BE REMOVED.

7. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF

PROTECTION AS REQUIRED TO PROTECT GENERAL PUBLIC FROM INJURY

DUE TO DEMOLITION WORK, CONSTRUCTION ACTIVITIES, OR VANDALISM.

ANY SAFETY FENCING, TRAFFIC CONTROL DEVICES, ETC. WHICH AFFECT

TRAFFIC AND/OR ANY STREET RIGHTS-OF-WAY, MUST BE PRE-APPROVED

BY THE OWNER AND/OR COUNTY IN ADVANCE.

8. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES

BY DEMOLITION WORK.

9. TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS

REMOVAL TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,

WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

10. ENVIRONMENTAL CONTROLS: COMPLY WITH GOVERNING REGULATIONS

PERTAINING TO ENVIRONMENTAL PROTECTION AND DISPOSAL

TECHNIQUES AND DUMP LOCATIONS. THE CONTRACTOR SHALL BE FULLY

RESPONSIBLE FOR COMPLYING WITH ALL REGULATORY REQUIREMENTS.

11. UTILITIES: THE NEW FACILITY WILL HAVE ALL NEW UTILITY SERVICES. THE

CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING ALL UTILITY

DEMOLITION WITH EACH AFFECTED UTILITY. ALL DEMOLITION IN ANY WAY

RELATED TO A UTILITY WHETHER A SERVICE TO ADJOINING PROPERTY OR

NOT, SHALL BE COMPLETELY COORDINATED WITH EACH UTILITY OWNER SO

AS NOT TO INTERRUPT SERVICE TO ANY OTHER USER. ALL FUNCTIONS AND

UTILITIES OF THE EXISTING INTERPRETIVE CENTER SHALL REMAIN

OPERATIONAL THROUGH OUT CONSTRUCTION.

12. DISPOSAL OF DEMOLISHED MATERIALS:

ALL DEBRIS CONTAINING RESIDUAL SOIL SHALL BE DISPOSED OF ON-SITE

IN AN AREA DESIGNATED BY THE OWNER NEAR THE LCRS BUILDING. SEE

SITE MAP, C4/C-001. ALL OTHER DEBRIS, RUBBISH AND MATERIALS

RESULTING FROM DEMOLITION OPERATIONS SHALL BE TRANSPORTED AND

LEGALLY DISPOSED OF OFF-SITE.

13. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.

14. CLEANUP: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS,

EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE

PROTECTIONS AND LEAVE AREAS BROOM CLEAN…

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