Attachment 4 - Drawings 05 Architecture.pdf

AB

A

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

AD

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADJ

ADHESIVE

ADJ

ADJUSTABLE

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BR BRICK

BTWN BETWEEN

BITUM BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

BUR BUILT UP ROOFING SYSTEM

B

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

D

D

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FBR FACE BRICK

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FH/FEC FIRE HOSE / FIRE EXTINGUISHER CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLH FLASHING

FLM FLAMMABLE

FLUR FLUORESCENT

FLX FLEXIBLE

FO FACE OF

FDN FOUNDATION

FSB FOLDING SHOWER BENCH

FSNR FASTENER

FT FOOT, FEET

FTG FOOTING

FURN FURNITURE

FXTR FIXTURE

F

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L

L

LENGTH, LONG

M

M

METERS

(N)

N

NEW

OC

O

ON CENTER

PA

P

PUBLIC ADDRESS

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

VAC

V

VACUUM

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

S

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED-CONTRACTOR INSTALLED

OFOI OWNER FURNISHED-OWNER INSTALLED

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX PRIVATE TELEPHONE EXCHANGE

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SA SUPPLY AIR

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SOLID SURFACE

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UC

U

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

W/O WITHOUT

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CCR CARD CONTROL READER

CT CERAMIC TILE

VWC VINYL WALL COVERING

MTL METAL

CWP COMPOSITE WALL PANEL

SSG STRUCTURAL-SEALANT GLAZED

MFD MANUFACTURED

EARTH

AGGREGATE BASE COURSE

CONCRETE

CONCRETE MASONRY UNIT

BRICK MASONRY

PRECAST CONCRETE

LIMESTONE, SANDSTONE, GRANITE

MARBLE

STEEL, STAINLESS

STEEL

(LARGE SCALE)

ALUMINUM (LARGE

SCALE)

OTHER METALS (LARGE

SCALE)

WOOD FRAMING -

CONTINUOUS (LARGE

SCALE)

WOOD FRAMING - DISCONTINUOUS

(LARGE SCALE)

PLYWOOD

(LARGE SCALE)

FINISH WOOD (LARGE SCALE)

EIFS INSULATION BOARD

(LARGE SCALE)

SEMI-RIGID INSULATION

(LARGE SCALE)

BATT INSULATION

(LARGE SCALE)

MORTAR, SAND, FIREPROOFING,

STUCCO, GYPSUM BOARD

TERRAZZO (LARGE SCALE)

COMPOSITE BOARD

(LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

PROTECTION BOARD

(LARGE SCALE)

CERAMIC TILE (LARGE SCALE)

GLASS (LARGE SCALE)

PLASTER CONCRETE

MASONRY, METAL SIDING

(HORIZONTAL)

GLASS BLOCK, CERAMIC

TILE

METAL SIDING (VERTICAL0

GLASS

ELEVATION

PLAN AND SECTION

OVERHEAD ROLLING DOOR

PAIR DOORS - UNEQUAL SIZES

DOUBLE ACTING DOOR

SINGLE OPENING DOOR

2 PANEL BI-FOLD DOOR

PAIR - BI FOLD DOOR

DOOR OPENING MARK

PAIR DOORS - EQUAL SIZES

PAIR DOORS - DOUBLE EGRESS

DOOR WITH SIDE LIGHT

SLIDING DOOR - BETWEEN JAMBS

SLIDING POCKET DOOR

INTERIOR GLAZED WINDOW

BASE CABINETS

BASE AND WALL CABINETS

WALL CABINETS

TOILET PARTITION AND DOOR

TOILET - WALL HUNG

URINAL - FLOOR/WALL HUNG

LAVATORY - COUNTERTOP

LAVATORY - PEDESTAL/WALL HUNG

GENERAL SYMBOLS PLUMBING SYMBOLS

HANDRAIL

BUMPER GUARD

CG CG

CORNER GUARD

EDGE GUARD

OVERHEAD ITEMS

UNDER-COUNTER ITEMS

NIC NOT-IN-CONTRACT ITEMS

10' - 0"

10' - 0"

JANITOR'S RECEPTOR

DRINKING FOUNTAIN / EWC

EG

DIMENSION SYMBOLS

UTILITY SINK

BATHTUB

SHOWER

FLOOR DRAIN IN SLOPING FLOOR

FEC

FEC

FEXT

FEC

FIRE EXTINGUISHER

BRACKET MOUNTED

FIRE EXTINGUISHER

SURFACE MOUNTED

FIRE EXTINGUISHER CABINET

SEMI-RECESSED

FIRE EXTINGUISHER CABINET

RECESSED

DIMENSION SHOWN TO:

- STRUCTURAL GRID

- LAYOUT GRID

- CENTERLINE OF ASSEMBLY

- CENTER OF OPENING

- CENTER OF EQUIP/ FURN

GRID OR CENTER LINE

TYPICAL

DIMENSION SHOWN TO:

- PARTITION ASSEMBLY

- EDGE OF DOOR OPENING

- OTHER BUILDING ELEMENT

- WORKING POINT INDICATED

ON DETAIL

FD

FIRE EXTINGUISHER SYMBOLS

SECOND LEVEL

+10'-0"

BUILDING SECTION

WALL SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

WALL SECTION

WALL SECTION NUMBER

NORTH ARROW REFERENCES

TRUE NORTH

.0

0°

NEW GRID

IDENTIFICATION

EXISTING GRID

IDENTIFICATION

LAYOUT GRID LINES

BASIC DRAWING TITLE

SHEET WHERE DRAWN

DIRECTION OF VIEW

LEVEL LINE

REVISION NUMBER AND EXTENT

ROOM NAME AND NUMBER

DETAIL REFERENCE

SECTION DETAIL REFERENCE

EXTERIOR ELEVATION

A102 2

INTERIOR ELEVATION REFERENCE

SEE PARTITION SYMBOL

DESCRIPTION ON SHEET

A9.X.X

PARTITION TYPE IDENTIFICATION MARK

ELEVATION NUMBER AND

DIRECTION

SHEET WHERE DRAWN

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION OF VIEW

SHEET WHERE DRAWN,

HYPHEN INDICATES DETAIL

ON SAME SHEET.

DETAIL NUMBER

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION

AX.X.X X

WINDOW AND LOUVER TYPE MARK

SEE CORRESPONDING

NUMBER ON

SCHEDULE

NAME OF LEVEL

INDICATES HEIGHT

ABOVE PROJECT DATUM

REVISION NUMBER - SEE

REVISION HISTORY ON

THE TITLE BLOCK OF

EACH SHEET

EXTENT OF CURRENT

REVISION

DESCRIPTIVE KEYNOTE MARK

MATCH LINE REFERENCE

DRAWING TITLE SYMBOLS

SEE CORRESPONDING

NUMBERED KEY NOTE

ON SHEET WHERE

REFERENCE OCCURS

DRAWING SIDE

DRAWING WHERE

CONTINUATION IS

FOUND

A B

SCALE:

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A101

Room Name

W-X

0A3X

View Name

1/8" = 1'-0"

MATERIAL I.D.

RB1

REFER TO FINISH SCHEDULE.

SHEET A8.0

NORTH PROJECT NORTH

OR OR

BASIC DRAWING TITLE

WITH LINESCALE:

View Name

1/8" = 1'-0"

DRAWING TITLE WHEN

ONLY ONE PLAN EXISTS

ON THE DRAWING

SCALE:

View Name 1/8" = 1'-0"

RB1: RUBBER BASE, TYPE 1

DETAILS ARE NUMBERED ACCORDING TO THEIR

LOCATION ON EACH SHEET AND ARE NOT

NUMBERED CONSECUTIVELY. EACH MODULE

MAINTAINS THE NUMBER ASSOCIATED WITH IT

THIS SYSTEM CAN BE APPLIED TO ANY DRAWING

THAT CONTAINS MULTIPLE IMAGES. THE IMAGES ARE

NUMBERED ACCORDING TO THE MODULE SYSTEM

SHOWN ILLUSTRATED TO THE LEFT

EACH DETAIL MAY OCCUPY ONE OR MORE WHOLE

MODULES. THE DETAIL MODULE IS USED TO

ESTABLISH THE IDENTIFYING LABEL FOR EACH

DETAIL, NOT TO LIMIT THE SIZE OF THE DETAIL

DETAIL MODULE LAYOUT

DETAIL NUMBERING EXAMPLE

THE NUMBER OF THE MODULE WHICH OCCURS IN

THE LOWER LEFT CORNER OF A SINGLE MODULE

OR SEVERAL MODULES GROUPED TOGETHER WILL

DEFINE THE FINAL DETAIL NUMBER AS SHOWN IN

THE ILLUSTRATION TO THE LEFT. ALTHOUGH THE

MODULE NUMBERS OCCUR IN CONSECUTIVE

ORDER, NOT ALL NUMBERS ARE NECESSARILY USED

ON EACH SHEET

163256

54 46

ARCHITECTURAL

2'X4' LAY IN ACOUSTIC

TILE CEILING

2'X2' LAY IN ACOUSTIC

TILE CEILING

GYPSUM BOARD

ACCESS PANEL

AP

MECHANICAL

SUPPLY GRILLE

RETURN GRILLE

EXHAUST GRILLE

LINEAR DIFFUSER

SPRINKLER HEAD - CLG

MOUNT

SPRINKLER HEAD - WALL

MOUNT

ELECTRICAL

MISCELLANEOUS

2'X4' FLUORESCENT FIXTURE

2'X2' FLUORESCENT FIXTURE

1'X4' FLUORESCENT FIXTURE

FLUORESCENT STRIP

FIXTURE

RECESSED DOWN LIGHT

WALL WASH

TRACK LIGHTING

EXIT SIGN, SINGLE-SIDED

EXIT SIGN, DOUBLE-SIDED

FIRE ALARM

SPEAKER

SMOKE DETECTOR

WIRELESS INTERNETW

P

S

F

HEIGHT OF CEILING FINISH

ABOVE FINISH FLOOR

+12'-8"

1 HOUR FIRE RESISTANCE RATING

2 HOUR FIRE RESISTANCE RATING

3 HOUR FIRE RESISTANCE RATING

0 HOUR SMOKE PARTITION

4 HOUR FIRE RESISTANCE RATING

EXISTING PARTITION TO

REMAIN

EXISTING PARTITION TO

BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR AND

FRAME TO BE REMOVED

EXISTING WINDOW TO

REMAIN

EXISTING WINDOW

TO BE REMOVED

EXISTING LAY-IN

CEILING TO BE

REMOVED

EXISTING LAY-IN

CEILING TO

REMAIN

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :1

P

M ARCHITECTURAL

ABBREVIATIONS AND

SYMBOLS

A0.1

10822.000

ARCHITECTURAL REFERENCE SYMBOLS ARCHITECTURAL GENERAL NOTESARCHITECTURAL FLOOR PLAN SYMBOLSARCHITECTURAL ABBREVIATIONS

ARCH REFLECTED CEILING PLAN SYMBOLS

DOOR AND INTERIOR OPENING SYMBOLS

ARCHITECTURAL MATERIAL INDICATIONS

MODULAR LAYOUT / DETAIL NUMBER

REFERENCE ELEVATION DEFINITIONS

FIRE RESISTIVE RATING

INDICATION

ARCHITECTURAL DEMOLITION SYMBOLS

4. WHERE CONCRETE FLOOR SLAB IS DEPRESSED TO

ACCOMMODATE MORTAR BEDS, SETTING BEDS, RAISED

ACCESS FLOORS, AND OTHER SIMILAR FLOOR ASSEMBLIES,

"FINISHED FLOOR" ELEVATIONS ARE MEASURED AS IF

CONCRETE DEPRESSION DOES NOT OCCUR.

5. CEILING HEIGHT ELEVATIONS ARE MEASURED TO BOTTOM

OF FINISH SURFACES AND STATED IN RELATION TO

DISTANCE ABOVE THE REFERENCE ELEVATION FOR THE

FINISH FLOOR UNLESS OTHERWISE NOTED.

6. ROOF ELEVATIONS ARE MEASURED TO TOP OF SURFACES

AND STATED IN RELATION TO DISTANCE ABOVE THE

REFERENCE ELEVATION PROVIDED FOR THE UPPERMOST

FINISH FLOOR UNLESS OTHERWISE NOTED. ELEVATIONS

GIVEN ARE TO TOP OF STEEL (TOS), TOP OF DECK (TOD), OR

TOP OF TAPERED INSULATION (TOT) UNLESS OTHERWISE

NOTED.

1. THE TERM "REFERENCE" ELEVATION OR DIMENSIONS

REFERS TO A NOMINAL WORK POINT. THE ACTUAL

ELEVATION MAY VARY FROM THE REFERENCE POINT.

REFER TO APPLICABLE DETAIL TO DETERMINE THE

RELATIONSHIP BETWEEN THE ACTUAL ELEVATION OR

DIMENSION AND THE STATED REFERENCE POINT.

2. THE DESIGN REFERENCE ELEVATION +0'-0" SHOWN ON THE

ARCHITECTURAL DRAWINGS CORRESPONDS TO THE FINISH

FLOOR ELEVATION OF THE GROUND FLOOR. ESTABLISH

THE ACTUAL ELEVATION WITH RESPECT TO SITE-SPECIFIC

BENCHMARKS AND CONTROL POINTS AS DEFINED IN THE

CIVIL DRAWINGS.

3. "FINISH FLOOR" ELEVATIONS ARE MEASURED AT THE TOP

OF THE CONCRETE FLOOR SLAB UNLESS OTHERWISE

NOTED. APPLIED FINISHES SUCH AS RESILIENT FLOORING

OR CARPET MAY RAISE THE ACTUAL FINISH SURFACE

ABOVE THE REFERENCE ELEVATION PROVIDED FOR THE

FINISH FLOOR.

F. THE ARCHITECTURAL DRAWINGS ESTABLISH AND

COORDINATE THE FINISHED APPEARANCE AND EXACT

LOCATION OF ALL EXPOSED ELEMENTS OF THE

WORKOF ALL THE TRADES, INCLUDING THAT WORK

WHICH IS ILUSTRATED PRIMARILY ON DRAWINGS OF

OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER

DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE

NOTED ON THE ARCHITECTURAL DRAWINGS. THE

ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR

THE FINISHED APPEARANCE AND EXACT LOCATION OF

ALL PARTS OF THE WORK.

EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON

DRAWINGS OF OTHER DISCIPLINES SHALL GOVERN

ONLY WHERE:

A. SPECIFICALLY AND INDIVIDUALLY INDICATED BY

SYMBOLS, KEYED NOTES, OR NOTATION ON THE

ARCHITECTURAL DRAWINGS.

B. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED

SPACE FOR WHICH ARCHITECTURAL SHEET OR

SCHEDULE NOTES INDICATE THAT DIMENSIONS

PROVIDED ELSEWHERE SHALL GOVERN.

G. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL,

AND PLUMBING DRAWINGS FOR DETAILED DESIGN OF

THE STRUCTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING SYSTEMS, OF WHICH PORTIONS MAY BE

SHOWN ON THE ARCHITECTURAL DRAWINGS.

H. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK

AT THE APPROXIMATE LOCATIONS SHOWN, DO NOT

SCALE DRAWINGS FOR DIMENSIONAL INFORMATION.

ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN

TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE

SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON

THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS,

SECTIONS, DETAILS, SCHEDULES, AND

SPECIFICATIONS.

J. THE PURPOSE OF THE SYMBOLS INDICATED ON THIS

SHEET IS TO ILLUSTRATE AND DEFINE THE TYPICAL

GRAPHICAL SYMBOLS WHICH MAY OCCUR ON THE

ARCHITECTURAL DRAWINGS. ADDITIONAL SYMBOLS

NOT SHOWN OR DEFINED ON THIS SHEET MAY BE USED

ON THE ARCHITECTURAL DRAWINGS AND ARE

TYPICALLY DEFINED ON OTHER SHEETS.

K. FOR THE DEFINITION OF THE TERMS "FINISH FLOOR",

"CEILING HEIGHT", AND "ROOF ELEVATIONS" AS USED

ON THIS PROJECT; REFER TO THE "REFERENCE

ELEVATION DEFINITIONS" NOTES ON THIS SHEET.

L. FOR BASIC LIFE SAFETY AND CODE INFORMATION

APPLYING TO THIS PROJECT, REFER TO THE FIRE AND

LIFE SAFETY DRAWINGS LOCATED PER THE INDEX OF

DRAWINGS IN THIS SET.

M. FOR TYPICAL ARCHITECTURAL DIMENSIONING

CONVENTIONS, REFER TO THE 'ARCHITECTURAL

DIMENSIONING CONVENTIONS' NOTES LOCATED PER

THE INDEX OF DRAWINGS IN THIS SET.

N. EQUIPMENT PADS FOR MECHANICAL AND ELECTRICAL

EQUIPMENT SHALL BE MINIMUM 4" HIGH AND EXTEND 6"

MIN. BEYOND SUCH EQUIPMENT UNLESS OTHERWISE

NOTED. FINAL SIZE AND LOCATION TO BE COORDINATED

WITH EQUIPMENT SUPPLIERS, MECHANICAL AND

ELECTRICAL CONTRACTORS AND THE GENERAL

CONTRACTOR.

O. ALL EXPOSED STRUCTURAL, MECHANICAL AND

ELECTRICAL ELEMENTS, INCLUDING EXPOSED METAL

FLOOR AND ROOF DECK, ARE TO BE PAINTED UNLESS

OTHERWISE NOTED. THIS INCLUDES ELEMENTS THAT

MAY BE VISIBLE THROUGH GRILLES, LOUVERS OR

CELIINGS. COLORS AND PAINT MATERIALS ARE DEFINED

IN THE FINISH SCHEDULE, THE SPECIFICATIONS, AND

THE DRAWINGS AS APPLICABLE TO THE CONTRACT

DOCUMENTS.

A. THE FOLLOWING GENERAL NOTES APPLY TO ALL

ARCHITECTURAL SERIES DRAWINGS. FOR GENERAL

NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE

"PROJECT GENERAL NOTES" LOCATED IN THE

'GENERAL' SERIES OF DRAWINGS PER THE INDEX OF

DRAWINGS IN THIS SET.

B. ALL PARTS OF THE WORK- INCLUDING MATERIALS,

METHODS, ASSEMBLIES, ETC.- MUST COMPLY WITH THE

MINIMUM REQUIREMENTS OF THE GOVERNING

REGULATIONS OF ALL FEDERAL, STATE, DISTRICT AND

LOCAL AUTHORITIES HAVING JURISDICTION OVER THE

PROJECT AS WELL AS THOSE GREATER REQUIREMENTS

INDICATED BY THE CONTRACT DOCUMENTS. NO PART

OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED

TO REQUIRE OR PERMIT WORK CONTRARY TO A

GOVERNING REGULATION.

C. THE ARCHITECTURAL DRAWINGS ARE PART OF A

LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE,

CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF

DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS

OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE

WORK DESCRIBED ON DRAWINGS OF ANOTHER

DISCIPLINE AND MAY REQUIRE REFERENCE TO THE

DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF

DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE

DISTRIBUTED OR UTILIZED BY THE CONTRACTOR.

D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW

AND COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES, AND SUPPLIERS WITH

THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

BEFORE COMMENCING CONSTRUCTION, AND TO

ASSURE THAT ALL PARTIES ARE AWARE OF ALL

REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT

DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF

THAT PARTY.

E. AS PART OF THE CONTRACTORS RESPONSIBILITY TO

COORDINATE THE WORK OF ALL SUB-CONTRACTORS,

TRADES, AND SUPPLIERS, THE CONTRACTOR SHALL

ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT

OF ANY CONFLICTS BETWEEN THE WORK OF

DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE

SO AS TO ALLOW REASONABLE AND ADEQUATE TIME

FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAY

OF THE WORK. ALL DEVIATIONS FROM THAT WHICH IS

REQUIRED BY THE CONTRACT DOCUMENTS MUST BE

APPROVED IN ADVANCE BY THE ARCHITECT.

ARCHITECTURAL

SYMBOL NOTES

A. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND

DEFINE TYPICAL GRAPHIC SYMBOLS WHICH MAY

TYPICALLY OCCUR ON THE ARCHITECTURAL DRAWINGS.

B. ADDITIONAL SYMBOLS NOT SHOWN OR DEFINED ON THIS

SHEET MAY BE USED ON THE ARCHITECTURAL

DRAWINGS AND ARE TYPICALLY DEFINED ON OTHER

SHEETS.

C. SYMBOLS ARE NOT DRAWN TO SCALE. TO DETERMINE

THE ACTUAL SIZES OF ELEMENTS REPRESENTED BY

SYMBOLS, REFER TO THE SPECIFICATIONS AND OTHER

DRAWINGS AS MAY APPLY.

SCHEMATIC DESIGN 08.17.2018

CONTRACT DOCUMENTS 01.04.2019

D.

5.

DIMENSION, WHEN OCCURS

ALIGN

B.

C.

B.

A.

4.

3.

A.

F.

E.

D.

1.

2.

E.

C.

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE

WORK AT THE "APPROXIMATE LOCATION SHOWN,"

DO NOT SCALE DRAWINGS FOR DIMENSIONAL

INFORMATION.

ALL ELEMENTS OF THE DRAWINGS MAY NOT BE

DRAWN TO EXACT SCALE. ALL DIMENSIONS

REQUIRED ARE SHOWN (OR MAY BE DERIVED

FROM THOSE SHOWN OR NOTED) ON THE

FLOOR

PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS, AND

SPECIFICATIONS. SEE THE NOTES BELOW AND

SYMBOLS ON SHEET A0.1 FOR DIMENSIONING

CONVENTIONS USED ON THIS PROJECT.

EXCEPT WHERE SPECIFICALLY NOTED TO THE

CONTRARY, ALL DIMENSIONS SHOWN ON THE

ARCHITECTURAL DRAWINGS CONFORM TO

THE

FOLLOWING CONVENTIONS:

DIMENSIONS UTILIZING THE "CENTERLINE"

SYMBOL

ARE MEASURED TO:

STRUCTURAL OR DIMENSIONAL GRID LINES.

CENTERLINE OF CONCRETE OR CONC

MASONRY UNIT WALLS (EXCLUSIVE OF

FURRING OR APPLIED FINISHES HAVING

THICKNESS). REFER TO THE ARCH PLANS

AND SECTIONS, THE STRUCT DRAWINGS,

OR PARTITION SCHEDULE TO DETERMINE

THE THICKNESS OF CONCRETE OR CONC

MASONRY UNIT WALLS.

CENTERLINE OF PARTITION ASSEMBLY

(EXCLUSIVE OF ANY APPLIED FINISHES

HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALLS) AT PARTITIONS

FRAMED WITH METAL STUDS. REFER TO

"PARTITION SCHEDULE" TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

CENTERLINE OF DOOR, WINDOW, OR LOUVER

OPENING.

CENTERLINE OF EQUIPMENT OR

FURNISHING.

CENTERLINE OF OTHER FEATURES AS

INDICATED.

REFER TO SHEET A0.1 FOR SYMBOL USED

TO INDICATE CENTERLINE DIMENSION.

DIMENSIONS UTILIZING THE "FACE OF"

SYMBOL ARE MEASURED TO:

FACE OF CONCRETE OR CONC MASONRY

UNIT WALL (EXCLUSIVE OF APPLIED

FINISHES HAVING THICKNESS OR

FURRING

WHICH MAY BE ADDED TO THE FACE OF

SUCH WALLS).

FACE OF PARTITION ASSEMBLY

(EXCLUSIVE OF ANY APPLIED FINISHES

HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALL) AS DEFINED

BY THE PARTITION SCHEDULE.

UNLESS NOTED AS A "FACE OF

FINISH" OR "CLEAR" DIMENSION (SEE

NOTE 'E' BELOW), DIMENSIONS ARE

NOT MEASURED TO THE FACE OF

APPLIED FINISH. REFER TO THE

"PARTITION SCHEDULE" TO

DETERMINE

THE THICKNESS OF EACH PARTITION

TYPE.

INSIDE EDGE OF FINISHED DOOR

OPENING. REFER TO THE "DOOR

SCHEDULE" FOR ADDITIONAL

DIMENSIONAL INFORMATION.

DIMENSION OR WORK POINT AS

INDICATED ON RELATED ARCH DETAIL

PLAN, SECTION, ELEVATION, LAYOUT

OR CONFIGURATION DETAIL, OR

CONSTRUCTION DETAIL.

REFER TO SHEET A0.1 FOR SYMBOL USED

TO INDICATE "FACE OF" DIMENSION.

WHERE "FACE OF FINISH" OR "CLEAR" DIMENSIONS

ARE SPECIFICALLY NOTED, THE DIM IS MEASURED

TO:

FINISH FACES AT THE MOST NARROW

OR CONSTRICTED POINTS OF

SECTION

WHERE DIMENSION IS SHOWN, WHEN

THE DIMENSION OCCURS ACROSS AN

OPEN SPACE. THIS CASE, A "FACE

OF FINISH" DIMENSION IS EQUIVALENT

TO A "CLEAR" DIMENSION.

FINISH FACES AT THE WIDEST OR MOST

EXPANSIVE POINTS OF THE SECTION THE

DIMENSION IS SHOWN WHEN THE DIMENSION

OCCURS ACROSS AN OBJECT OR GROUP OF

OBJECTS.

WHERE "EQUAL" DIMENSIONS ARE

USED

ON REFLECTED CEILING PLANS TO

LOCATE CEILING GRID WORK POINTS,

MEASURE DIMENSIONS TO:

EDGE OF THE INDICATED CEILING AT

THE FACE OF THE ADJACENT APPLIED

FINISH MEASURED AT THE PLANE OF

THE CEILING.

CAUTION: DUE TO THE POSSIBLE

APPLICATION OF APPLIED FINISHES -

THICKNESS OF WHICH MAY VARY

BETWEEN FLOOR AND CEILING AND IS

NOT ACCOUNTED FOR (EXCEPT AS

INDICATED BY "FOF" OR "CLEAR") BY

THE DIMENSION SHOWN ON THE

FLOOR

PLANS - THE CONTRACTOR MUST

ADJUST, AS NECESSARY, THE FLOOR

PLAN DIMENSIONS TO REFLECT THE

ACTUAL DIMENSIONS FOUND AT PLANE

OF THE CEILING.

WHERE DIMENSIONS ARE NOT PROVIDED ON

FLOOR PLANS TO LOCATE DOOR OPENINGS,

APPLY THE FOLLOWING RULES, IN ORDER, TO

DETERMINE THE LOCATION OF DOOR

OPENINGS:

DOOR OPENINGS MAY BE

DIMENSIONED ON DRAWINGS OTHER

THAN THE FLOOR PLANS. REFER TO

THE SECTIONS, ELEVATIONS, DETAILS,

AND DOOR SCHEDULE NOTES FOR

ADDITIONAL DIMENSIONAL

INFORMATION.

WHERE THE HINGE-SIDE OF A DOOR IS

SHOWN ADJACENT TO A WALL - OR WALLS

- PERPENDICULAR TO THE WALL IN WHICH

THE DOOR OPENING OCCURS:

AT DOORS OCCURRING IN METAL FRAMED

GYPSUM BOARD PARTITIONS, LOCATE THE

HINGE-SIDE OF THE DOOR FINISHED

OPENING 4 INCHES FROM THE FACE

(EXCLUSIVE OF APPLIED FINISHES) OF THE

THE CLOSEST PERPENDICULAR WALL OR

PARTITION ASSEMBLY.

AT DOORS OCCURRING IN WALLS OF CONC

MASONRY UNIT CONSTRUCTION, LOCATE

THE HINGE-SIDE OF THE DOOR FINISHED

OPENING 10 INCHES FROM THE FACE

(EXCLUSIVE OF APPLIED FINISHES) OF THE

THE CLOSEST PERPENDICULAR WALL OR

PARTITION ASSEMBLY.

WHERE DOOR OCCURS NOT ADJACENT TO A

PERPENDICULAR WALL AND EITHER "DIM E"

OR "DIM F" IS 16'-0" OR LESS, LOCATE

DOOR UTILIZING THE FOLLOWING MINIMUM

DIMENSIONS:

DIMENSION A = 18 INCHES MIN

DIMENSION B = 12 INCHES MIN

DIMENSION C = DOOR WIDTH + 2

INCHES MINIMUM

DIMENSION D = 4 INCHES MIN AT

METAL FRAMED GYP BD

PARTITIONS

OR - EVEN MULTIPLE OF 1/2 CMU

MODULE PLUS 2 INCHES AT CONC

MASONRY UNIT WALLS

DIMENSIONS E AND F = AS SHOWN ON

PLANS

DIMENSION G = 36 INCHES MIN

DIMENSION H = 60 INCHES MIN

IF SPACE ALLOWS, CENTER DOOR IN

WALL SHOWN ON THE DRAWINGS SO

THAT EITHER "DIM A" EQUALS "DIM C"

OR "DIM B" EQUALS "DIM D".

IF "DIM E" IN DIAGRAMS BELOW IS LESS

THAN THE SUM OF 2 TIMES THE DOOR

WIDTH PLUS 20 INCHES, LOCATE DOOR

SO THAT MINIMUMS STATED BY NOTE

NO 4C ABOVE FOR "DIM A", "DIM B,"

AND "DIM D" ARE MET - MAXIMIZING

"DIM A" AND MINIMIZING "DIM D" TO

THE EXTENT POSSIBLE.

WHERE DOOR IS SHOWN LOCATED IN A

LARGE EXPANSE OF OPEN WALL ("DIM

E" AND "DIM F" IN DIAGRAM BELOW

BOTH EXCEED 16'-0"), PLACE DOOR

AT APPROXIMATE LOCATION SHOWN

ON

THE PLANS. WHERE DOOR OCCURS IN

CMU WALL, PLACE DOOR AT

APPROXIMATE LOCATION SHOWN

WHILE

MINIMIZING "CUT" OR PARTIAL CMU

MODULES ADJACENT TO THE JAMBS.

WHERE WALLS AND/OR PARTITIONS OF

UNEQUAL THICKNESS ABUT, ALIGN

EXPOSED

FACES, UNLESS OTHERWISE NOTED.

MEASURED AT CLG PLANE

"EQUAL" DIM AT CEILING

MEASURED TO FACE OF PTN

TYPICAL DIM ON CEILING PLAN

4"

4"

10"

10"

DIM E > 16'-0"

DIM F > 16'-0"

E

A

E

A D

B D B

E

A C

F

B D

G

H

- CONTINUED AT TOP OF NEXT COLUMN

3. NOTE NO 3 CONTINUED:

NOTE NO 4 CONTINUED:4.

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

1/8" = 1'-0"

/1

/2

:1 :1

P

M ARCHITECTURAL

DIMENSIONING

CONVENTIONS

A0.2

10822.000

ARCHITECTURAL DIMENSIONING CONVENTIONS

SCHEMATIC DESIGN 08.17.2018

T

P

P

T

T

P

P P

P

P

T

S S

S

LANDSCAPE PLANT BEDS

CONCRETE FLATWORK

SCULPTURE

BIKE RACK

PARKING:

69 SPACES

DROP-OFF

1 STORY

MEDICAL OFFICE

BUILDING

FFE = 54.50

24,990SF

TRASH / RECYCLING AND

UTILITY ENCLOSURE

UTILITY

ACCESS

EXIT

EXIT

EXIT

MAIN

ENTRANCE

ASH ROAD

A1.2

EXIT

FDC

TRUE NORTH

TRANSFORMER

CHILLER

EXIT

A1.1

ONE WAY

LIGHT POLES AND BASES (4)

ATFP REMOVABLE BOLLARDS

KNOX BOX MOUNTED

ON PEDESTAL

PET RELIEF

AREA

ATFP REMOVABLE BOLLARDS

VEGETABLE

GARDEN

WATER METER

AND BACKFLOW

PREVENTER ON

S.O.G.

DETENTION POND

56 / A1.2

D.7

O

.C

A1.1 4 A1.13

1' - 10"

/4

CANOPY MEBRANE

ABOVE

BASE PLATE

WITH STIFFENERS

STRUCTURAL

FRAMING

20' - 0" O.C.

2' - 4"

6'

T

O E

D G

E O

F B

U

IL

D

IN

G

GROUND FLOOR

EL +0' - 0"

D.7

CANOPY MEMBRANE

STRUCTURAL FRAMING

BASE PLATE

WITH STIFFENERS

T.O. BRICK

EL +16' - 0"

GROUND FLOOR

EL +0' - 0"

D.7

STRUCTURAL FRAMING

BEYOND

CANOPY MEMBRANE

CABLES

STRUCTURAL FRAMING

BASE PLATE

WITH STIFFENERS

T.O. BRICK

EL +16' - 0"

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :1

P

M ARCHITECTURAL

SITE PLAN

A1.1

10822.000

GRAPHIC LEGEND

SHEET NOTES

1. FOR SITE CONDITIONS AND UTILITIES REFER TO CIVIL

DRAWINGS.

2. FOR LANDSCAPE CONDITIONS REFER TO LANDSCAPE

DRAWINGS.

SCALE: 1" = 20'-0"

SITE PLAN

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

PATIO CANOPY PLAN

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

PATIO CANOPY ELEVATION

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

PATIO CANOPY ELEVATION

SCHEMATIC DESIGN 08.17.2018

DESIGN DEVELOPMENT 11.08.2018

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

FACE BRICK

FIXED , EXTRUDED

ALUMINUM LOUVERS

SHT MTL COPING

SHT MTL COPING

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

CMU PAINTED TO MATCH COPING

SHT MTL COPING

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

BRICK EXP JT

FIXED , EXTRUDED

ALUMINUM LOUVERS

FACE BRICK

H.M. DOOR

A1.2

A1.228

A1.2

A1.2 68

RAISED S.O.G FOR

TRANSFORMER BY

GOVERNMENT.

A1.2

2' - 8"

+4"

10' - 0"10' - 0"

10' - 1"10' - 3"10' - 3"2' - 6" 10' - 1"

M .O

+6"

M.O.

40' - 8"

55' - 0"

6' - 8" M.O.

20' - 0"10' - 4"13' - 8"

4' - 5"21' - 2 3/4"5' - 0"9' - 0"4' - 6"

A1.2

E Q

E Q

E Q

E Q

E Q

E

QBOLLARDS BY BUILDING

CONTRACTOR

SLOPE

E Q

E Q

EQEQ

S.O.G BY BUILDING

CONTRACTOR

RAISED S.O.G. FOR

CHILLER BY BUILDING

CONTRACTOR

FLOOR DRAIN

SLOPE TO DRAIN

2' - 6"

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

A1.2

A1.2

M .O

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

BRICK EXP JTBRICK EXP JT

FIXED , EXTRUDED

ALUMINUM LOUVERS

SHT MTL COPING

SEMI-RECESSED MULLION TYP.

A1.2

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

A1.2

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

A1.2

T.O BRICK, UTILITY ENCL

EL +12' - 0"

TOS UTILITY ENCL

EL +0' - 0"

A1.2

SIM

TOS UTILITY ENCL

EL +0' - 0"

6"

8" CMU

CONCRETE S.O.G.

FACE BRICK

MASONRY TIE

CAVITY DRAINAGE MATL

WEEP VENT

FLX FLH

GROUT SOLID

DAMPROOFING

MTL TERM BAR WITH

SEALANT

PROTECTION COURSE

1" SLOPE

T.O BRICK, UTILITY ENCL

EL +12' - 0"

FACE BRICK

8" CMU

FLX FLH

8" CMU BOND BEAM

PT WD BLOCKING

SLOPE 1" PER FOOT

SHT MTL COPING

3/4" PLYWD SHEATHING

LAPPED OVER PARAPET

MTL CLEAT

ANCHORED TO CMU

6"

TOS UTILITY ENCL

EL +0' - 0"

H.M. FRAME

FACE BRICK

"1"

SLOPE

6"

BEYOND

REFER TO DETAIL 16/A1.2 FOR

TYPICAL NOTES

6"

3"

/2

FACE BRICK

8" CMU

PT WD BLOCKING

JOINT SEALANT

H.M. FRAME

H.M. DOOR

JOINT SEALANT

MASONRY TIE

16" CMU BOND DEAM

PT WD BLOCKING

H.M. FRAME

H.M. DOOR

3"

FLX FLH

MTL TERM BAR WITH

SEALANT

WEEP VENT

SEALANT

STL ANGLE PTD TO MATCH

COPING

TOS UTILITY ENCL

EL +0' - 0"

FACE BRICK BEYOND

SILL PAN WITH END DAM

FIXED , EXTRUDED

ALUMINUM LOUVERS

1"

SLOPE

6"

REFER TO DETAIL 16/A1.2 FOR

TYPICAL NOTES

FIXED , EXTRUDED

ALUMINUM LOUVERS

8" CMU

JOINT SEALANT

PT WD BLOCKING

FACE BRICK

MASONRY TIE

3"

T.O BRICK, UTILITY ENCL

EL +12' - 0"

FIXED , EXTRUDED

ALUMINUM LOUVERS

JOINT SEALANT

CAVITY DRAINAGE MATL

8" CMU BOND BEAM

3"

SLOPE

STL CHANNEL

MTL TERM BAR WITH

SEALANT

WEEP VENT

REFER TO DETAIL 14/A1.2 FOR

TYPICAL NOTES

PTD TO MATCH COPINGSTL PLATE

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :2

P

M SITE ENCLOSURES

PLANS AND

ELEVATIONS

A1.2

10822.000

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

UTILITY ENCL EAST ELEVATION

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

UTILITY ENCL WEST ELEVATION

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

UTILITY ENCL SOUTH ELEVATION

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

UTILITY ENCLOSURE PLAN

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

WALL SECTION

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

UTILITY ENCL NORTH ELEVATION

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

WALL SECTION

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

WALL SECTION

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

WALL SECTION

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

SITE UTILITY ENCLOSURE DETAIL AT

BASE

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

PARAPET DETAIL AT ENCLOSURE

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

UTILITY ENCLOSURE DETAIL AT

DOOR SILL

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

UTILITY ENCLOSURE DOOR JAMB

DETAIL

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

UTILITY ENCLOSURE DOOR HEAD

DETAIL

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

UTILITY ENCLOSURE DETAIL AT

LOUVER SILL

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

UTILITY ENCLOSURE LOUVER JAMB

DETAIL

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

UTILITY ENCLOSURE LOUVER HEAD

DETAIL

DESIGN DEVELOPMENT 11.08.2018

CONTRACT DOCUMENTS 01.04.2019

SCALE: 1" = 1'-0"

CANOPY PERSPECTIVE

123456789

B

C

D

E E

F

A A

A.7

A.2

6.97.1 6.26.5 5.4 4.5 3.6 2.8

D.7

5.2

A5.4.2

A5.2.172

A5.2.2

A5.4.2

4.8

8.6

8.6

8.3

8.3 6.8 6.4

0.9A

28' - 0"20' - 0"30' - 0"30' - 0"17' - 0"28' - 6"30' - 0"28' - 6"

0.2A 0.3A

0.4A

0.5A

E.8

B2

A.9

0.7A

RADIUS

END POINT

WP

CENTER OF

RADIUS

8" 8" 8" 8" 8" 8"

BEAM

CENTERLINE

/2

BEAM

CENTERLINE

/2

/2

/2

" 8

/2

8"

8"

10' - 4" 10' - 0" 8' - 2"

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

10' - 4" 10' - 0" 8' - 2" 8' - 2" 10' - 0" 10' - 4" 11' - 3"

/2

/2

0"

4"

6" 5' - 0"

2' - 10" 5' - 6"

4"

SLAB EDGE

FOUNDATION

WALL

BRICK LEDGE

TYPICAL AT MASONRY

WALL, U.N.O.

11' - 4" 7' - 6" 8' - 4" 15' - 2" 9' - 8" 12' - 4" 27' - 2" 21' - 9"

4' - 0" 7' - 4" 5' - 4" 9' - 10" 7' - 2" 2' - 6" 15' - 2" 12' - 0" 18' - 0" 3' - 9" 16' - 3"

SLAB EDGE

FOUNDATION WALL

BRICK LEDGE

8" TYP.

21.25° 2' - 10"

/2

" 7

/2

E D

G E

O F

S

LA

B

R

4'

1/

2"

1' - 2"

RADIUS

END POINT

/4

/4

1' - 7 1/2"1' - 7 1/2"

/4

1' - 8"

RADIUS

END POINT

R

5'

/2

9' - 7 1/4"

WP

CENTER OF RADIUS

8" T

Y P

1'

T Y

P

.RADIUS

END POINT

RADIUS

END POINT

/8

/2

/8

1' - 2" RADIUS

END POINT

2' - 4 3/8"

LINE REPRESENTS

RELATIONSHIP

ARC 1: R 361'-10 1/2"

T/SLAB 0' - 0"

R 165'-1 1/2"

ARC LENGTH = 75' - 8 3/4"

R 125'-10 1/2"ARC 1 LENGTH = 18' - 10 3/4"

R 361'-10 1/2"

LE

N

G T

H

10' - 2"

SLAB EDGE

FOUNDATION WALL

BRICK LEDGE

" 8

15' - 10" 12' - 2" 8"

RADIUS

END POINT

2' - 2 1/4"

RADIUS

END POINT

3 1/2"

RADIUS

END POINT TYP. AT CURTAINWALL, U.N.O.

2' - 0" 2' - 0"

/2

TO EDGE OF

FOUNDATION WALL AND

BRICK EDGE ABOVE

A5.2.1

A5.2.1

2' - 0" TYP.

BRICK LEDGE

FOUNDATION

WALL

1' - 4" TYP.

SLAB EDGE

8" TYP.

1' - 4" TYP.

2' - 0" TYP.

A5.2.1

A5.2.1

A5.2.1

A5.2.1

A5.2.1

A5.2.1

6' - 8" 3' - 9 7/8"

A5.2.2

SIM

A5.2.1

1' - 1 1/2" 8"

/2

A5.2.2

8" 1' - 2"

/8

6' - 3 1/2"

8"

A5.2.2

SIM

A5.2.2

A5.2.2

SIM

A5.2.2

A5.2.2

A5.2.1

8"

1' - 2"

6' - 11 1/2"

BRICK LEDGER 15' - 1

1 1/2"

SLAB EDGE, TYP.

FOUNDATION

WALL, TYP.

BRICK LEDGE,

TYP.

R

1'

-1

/2

/2

2' - 11"

2"

A5.2.1

3'

R

'-1

1/

2"

1/

8"

A5.2.2

SIM

/2

8"

5' - 4"

HOUSEKEEPING CONCRETE PAD

RECESSED SLAB

FOUNDATION WALL, 8" CMU

CONCRETE SLAB

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :2

P

M GROUND FLOOR

SLAB EDGE PLAN

A2.1

10822.000

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

GROUND FLOOR SLAB EDGE PLAN

GRAPHIC LEGEND

SHEET NOTES

1. FFE GROUND LEVEL = 54.50'.

2. CONTRACTOR TO COORDINATE ALL PLUMBING, ELECTRICAL AND

HVAC SLAB PENETRATIONS PRIOR TO COMMENCING SLAB WORK.

3. PROVIDE UNDERSLAB VAPOR BARRIER AT FULL EXTENT OF SLAB

ON GRADE.

4. ALL DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO

CONSTRUCTION. PENETRATION LOCATIONS ARE SHOWN FOR

GRAPHICAL PURPOSES ONLY. COORDINATE PENETRATION

LOCATIONS WITH ELECTRICAL, MECHANICAL, PLUMBING, AND

STRUCTURAL DISCIPLINES.

5. VERIFY ELECTRICAL AND MECHANICAL EQUIPMENT PADS WITH

PECIFICATIONS AND REQUIREMENTS FOR EACH DISCIPLINE. FINAL

LOCATION OF PADS TO BE COORDINATED WITH EQUIPMENT

SUBMITTALS.

6. VERIFY DEPRESSIONS IN SLABS, IF ANY, WITH FINAL SUBMITTAL

OF MATERIAL OR EQUIPMENT SPECIFIED.

123456

B B

C C

D D

E E

F F

A

MECHANICAL

ELEC

TLT/ SHR

218.2

CHANGING /

LOCKER (M)

CHANGING /

LOCKER (W)

VESTIBULE

COMM

PUBLIC

WAITING

C101

A4.2

A4.2

A4.1

A4.16

A4.1

A4.1 4

A4.2

A4.2

A.7

A.2

A7.1.2 10

A7.2.1

A4.4.2

6.97.1 6.26.5 5.4 4.5 3.6 2.8

A7.3.2

A4.111 12

A4.1 98

D.7

5.2

A4.1

A5.1.2

A5.1.2

A5.1.2

A5.1.2

A5.1.2

A5.1.1

A5.1.2

A5.1.1

A7.1.1

A5.1.2

30A5.1.2

A4.4.2

A9.6.1

A5.1.1

SOIL UTIL

WORKSTATION

PT

A7.3.2

TLT/ SHR

218.1

A7.1.2

CORRIDOR

C300

CORR

C301

CORR

C305

CORR

C304

CORR

C302

CORR

C306

A4.1

A9.6.1

A4.1

A5.1.1

SIM

A5.1.2

A5.1.2

A5.1.1

SIM

A5.1.2

A7.2.158

4.8

8.6 8.3 6.8 6.4

A7.2.1 26

A4.4.1

A4.4.1

A4.4.2

A4.4.2

A4.4.2

A4.4.1

A4.4.1

CORR

C201

CORR

C200

CORR

C202

A5.1.1

SIM

0.9A

MAT /

PLATFORM

PT GYM

GAIT OBS

LANE

FEC

FEC

0.2A

0.3A

0.4A

0.5A

A7.2.1

A7.2.151

E.8

B2

A5.1.2

A.9

0.7A

CORR

C303

NEURO

REHAB AREA

FAMILY

WAITING

CENTRAL

PARK

A5.1.2

A5.1.2

TREATMENT

IPMC

DAYROOM

SOIL UTIL

CASE MGMT

CLEAN UTIL

CORR

C102.1

EYE TESTING

EXAM

SCALE

C306.1PAT TLT

STAFF TLT

EXAM

GROUP

THERAPY

TEAM ROOM

EXAM

HOUSEKEEPING

PAT TLT

BRAIN LAB

ELEC

TRANS-CRANIAL

MAGNETIC

STIM

COMM

ACUPUNCTURE

341.1

SPIRITUAL

COUNSELLING

NP PSYCH

NEUROPSYCH

ACUPUNCTURE

341.2

BH / SW

PROVIDERS

BH / SW

PROVIDERS

PSYCHOLOGIST

CHIRO

TREATMENT

CASE MGMT

STAFF

LOUNGE

EXAM

MUSIC

THERAPY

CHIRO

TREATMENT

RECEPTION

PTNT INTAKE

CUBICLES

300.1

CASE MGMT

ART AND

CLAY

THERAPY

MALE TOILET

FEMALE

TOILET

HOUSEKEEPING

MULTI-STATION

TREATMENT

RM

PT O/E

PT O/E

DAILY LIVING

SKILLS

BREAK

ALCOVE

105.1

RESEARCH

SHARED

OFFICE

NCOIC /

ADMIN

NICoE DIR.

DIR. OF

OPERATIONS

AV SUPPLY

CLASSROOM

103.1

TLT 1

TCS 1

CHAPLAIN

28' - 6" 30' - 0" 28' - 6" 17' - 0" 30' - 0" 30' - 0" 20' - 0" 28' - 0"

4' - 0" 7' - 4" 7' - 6" 5' - 4" 9' - 10" 2' - 6" 15' - 2" 12' - 0" 3' - 9"

"2

10' - 0" 8' - 2"

/2

/2

A7.2.1

A7.2.1

A7.1.2 48

8' - 2" 10' - 4"

FDC

FD

FD

FD

FD

FD

CLASSROOM

EYE LANE

EXAM

PSYCH TECH

PSYCH TECH

STAFF TLT

SPEECH

THERAPY -

OFFICE

OT O/E

TRAZER /

FATS

SPEECH

THERAPY -

TESTING

OT O/E

TCS 1TCS 1TCS 1

NEUROLOGIST

PC MD

307 CLINICAL

PHARMACIST

EXAM

EXAM

PAIN MD

NUTRITIONIST

GROUP

THERAPY

335.1

BIO

NEUROFEEDBACK

FLEX

STORAGE

VENDING

ALCOVE

106.1

CORR

C102

0C3A

0C3

0D3

0F3

0F3

0A3A

0F6

0A3A

0A3B

0C3 0A3C

0A3C

0A3C0A6A

0A3B

0A3B

0A3B

0A3B

0A3B 0A3B

0D3

0A3C

0A3C

OC3C

STORAGE /

KILN

338.1

0A3B

0A3B

0A3B

0A3B

0A8B 0A3B0A3B

0A8

0A8B 0A3B

0A3B

0A3B

0A3B

C L

R

C L

R

0C3

0D3

0A3B

0A3BL

0D3

0C3B

0A3B

0A3B

0A3B

0A3B

0A8B 0A3B

0A3B

/2

/2

3' - 3 1/4"

EQ EQ EQ EQ

3' - 3 1/4"

E Q

E Q6

/2

/2

/2

3' - 0"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

3' - 0"

E Q

E Q

E Q

1/ 2"

/2

2' - 0" 8' - 7" 3' - 10" 13' - 1" 8' - 4" 14' - 2"

10' - 10"

2' - 0"

14' - 4" 6' - 0" 4' - 4" 4' - 8" 4' - 4" 9' - 0" 4' - 8" 4' - 4" 4' - 8" 9' - 6"

/2

EQ

EQ

E Q

E Q

E Q

E Q

E Q

EQ

EQ

EQ

E Q

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

/2

/2

1' - 11 1/4"

3' - 8 3/4"3' - 8 3/4"

E Q

E Q

EQ EQ6' - 8"

/2

/4

/2

12' - 10 1/4"

OPENING

8' - 1"

2' - 6"

EQ

OPENING

8' - 3" EQ

2' - 6"

E Q

E Q

E Q

2' - 10"

ARC 2 LENGTH 19' - 3"

ARC 3 LENGTH 76' - 7"

A R

C L

E N

G T

H

/4

E Q

E Q

48' - 0"

TLT / SHR

219.1

A4.111

S

IM

S

IM

A4.111

S

IM

S

IM

BH / SW

PROVIDER

1' - 1"

2' - 10"

2' - 10"2' - 10"

2' - 10"

4' - 0"

3' - 10" 4' - 0"

2' - 10"

2' - 10"

" 5

2' - 10" 2' - 10" 2' - 10"2' - 10"

5' - 10 3/4"

EQ

EQ

6' - 1 1/2"

EQ EQ

EQ

A5.1.2

A5.1.2

A5.1.2

A5.1.1

17A5.1.1

A5.1.1

A5.1.2

A5.1.2

A

B

.1

.1

318 349 34

EQPT STOR

EXAM

EQPT STOR

.1

.2

219.1

C

A

C102

103 10

B

C

A

217A

C100A

C

C100B

STORAGE /

ALCOVE

200.1

C100

/2

/2

/2

ALCOVE /

STORAGE

C303.1

14' - 4" 6' - 0" 50' - 4" 6' - 0" 14' - 4"

91' - 0"

2' - 0" 2' - 0"

83' - 5"

2' - 0"

9' - 8" 5' - 4" 9' - 8" 5' - 4" 9' - 8" 5' - 4" 11' - 8" 5' - 4" 9' - 8" 8' - 4"

O.H.

A5.1.1

A5.1.1

0A3A

12.00°

2' - 0"

21.25°

MAIN

CORRIDOR /

LOBBY

C100

0D3

0A3BL

TLT 1

TCS 1

T C

S

T C

S

T C

S

TCS 1

TLT 1

TLT 1

TCS 1

TCS 1

TCS 1

TCS 1 TCS 1

TCS 1

TCS 1

TCS 1

TCS 1

A7.2.138

A7.2.1

C102.1

0A3BL

4' - 0" 4' - 0"

0A8B

0A3B

0A3B

0A3B

0A3A

0C3B

0D3

0A3B

0A3B

TCS 1 TCS 1

0A3A0A3A

0A3A

0D3

0A3A

0D3

0A3B0A3B

0A3B0A3B

0A3B

0A3A

0C3A

0F3

0A3A

0A3B

0A3B

0A3A0A3A

0F2

0A3A

2' - 10" 2' - 10"

2' - 10"

3' - 1 1/2" CLR

6' - 0" 2' - 0" 8' - 5 1/4" 9' - 10" 9' - 10" 9' - 10"

C L

R

/2

/2

FEC

6' - 6"

0A3BL

0A3B

/2

/2

/2

CLR

6' - 0" 4' - 3" 4' - 5 1/4" 3' - 8"

4 1/4"

2' - 0 1/2" 7' - 6 1/2" 13' - 11" 9' - 1 1/2"

0A3BL

A

LI

G N

A

LI

G N

ALIGN

A

LI

G N

10' - 6 1/2" A

LI

G N

11' - 3 1/2" 7' - 10 1/2" 10' - 5" A

LI

G N

A

LI

G N

8' - 5" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

/2

/4

/4

C L

R

/4

ALIGN

ALIGN

3' - 8"

FEC

/2

3 1/2"

3' - 11 1/2"

7' - 2 1/4"

2' - 0"

CLR

6' - 0" 5' - 5" 7' - 1 1/2" 6' - 2" 6' - 2" 4' - 10 1/2"

1' - 0"

CLR

6' - 0"

/2

"5

/2

C L

R

/4

/2

ALIGN

/2

.1

0A3C

CLR

6' - 0" 5' - 5" 13' - 2" 9' - 6"

7' - 2" 10' - 11"

/2

/2

/2

/4

C L

R

5' - 6 1/2"

2' - 2 1/2"

/2

6' - 1" 9' - 4" 7' - 3"

5' - 9"

4' - 9 1/4"

/4

/4

/4

/2

11"

3'

/2

EQ EQ EQ EQ EQ EQ

2' - 0" 65' - 4"

10' - 2"

0A3B

A2.12 A2.12

A2.132' - 10" A2.13 A2.13 A2.13 A2.13

A2.14

A2.14

A2.14A2.14

A2.14 A2.14

A2.14 A2.14

A2.02

A2.16

A2.16

A2.02

16' - 9 1/4" 15' - 9"

/4

/4

8' - 5"

A7.1.2

0A3B

0A3B

0A3B

0A3B

R 14' - 1 1/4"

FAC

E O

F M U

LLIO

N

R 15' - 6"

5' - 4"

/4

/4

A2.17

A2.02

1' - 4" 4' - 8"

1' - 4"

4' - 2"

4' - 2"

6' - 0"

EQ EQ

A2.17

FEC

FEC

0A3B

/2

A2.15

0A3B

/2

FE

A9.1.2

TYP.

A9.1.2

SIMTYP.

A9.1.2

TYP.

A9.3.1

6' - 8"

FD

5' - 1 1/4" 4' - 1 1/4"

13' - 11 3/4"

A9.6.1 19

A4.4.2

A4.4.2

1' - 7"

DS

DS

DS

DS

DS DS

DS

DS

A5.4.2

WP

CENTER OF RADIUS8

9' - 7 1/4"

R

0"

F A

C E

O F

M

U

LL

IO

N

CMU

FACE BRICK

BRACED FRAME

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :3

P

M GROUND FLOOR

PLAN

A2.2

10822.000SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN

GRAPHIC LEGEND

SHEET NOTES

1. FFE GROUND LEVEL = 54.50'.

2. FOR CMU REINFORCING REFER TO STRUCTURAL DRAWINGS

3. ALL INTERIOR PARTITIONS TO BE TYPE 0A3A U.N.O

4. PAINT EXPOSED STEEL IN MECHANICAL ROOM ONLY.

5. FOR TYPICAL CLINICAL SINK (TCS 1) CONFIGURATION,

REFER TO A7.3.1

6. FOR TYPICAL TOILET ROOM (TLT 1) CONFIGURATION, REFER

TO A7.3.1

KEYNOTES

KEY DESCRIPTION

A2.02 BRACE FRAME

A2.12 AUTOMATIC DOOR OPENER

A2.13 PLUMBING STUB-UP IN WALL FOR FUTURE SINK

A2.14 CENTER PARTITION ON GRID LINE

A2.15 OPERABLE PARTITION

A2.16 HOUSEKEEPING PADS

A2.17 CENTER ELECTRICAL OUTLET ON GRID LINE

SCHEMATIC DESIGN 08.17.2018

123456789

B B

C

D

E

F

A A

A.7

A.2

RDRD

RDRDRDRD

RDRD

6.97.1 6.26.5 5.4 4.5 3.6 2.8

D.7

5.2

RD

RD

RD

D N

D N

D N

A5.2.4

D N

D N

1/ 4"

P E

R F

T S

LO

P

E ,T

Y P

D N

1/ 4"

P E

R F

T S

LO

P

E ,T

Y P

1/ 2"

P E

R F

T

DN

2' - 0"

7' - 0"

3' - 10 1/4"

10' - 0"

10' - 0"

2' - 0" 2' - 0"

2' - 0"

2' - 0" 2' - 0"

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

4.8

8.6

8.6

8.3

8.3 6.8 6.4

0.9A

D N

D N

D N

0.2A 0.3A

0.4A

0.5A

E.8

B2

A.9

0.7A

S K

Y

LI

G H

T S

LO

P

E D

N

RIDGE

VALLEY

VALLEY

VALLEY

RIDGE

A5.4.1

PVC ROOFING SYSTEM

RIDGE

DN

DN

DN

ROOF HATCH

AIR INTAKE AND

EXHAUST FOR

AHU1, SEE MECH

DWGS

CONDENSING UNITS

CONDENSING UNITS

BEAM

CENTERLINE

BEAM

CENTERLINE

EXHAUST FAN

EXHAUST FAN

EXHAUST FAN

EXHAUST FAN

EXHAUST FAN

D N

D N

A5.2.2

A5.2.1

A5.2.1

A5.2.1

A5.2.2

A5.2.2

EDGE OF MTL DECK

EXTERIOR FACE

OF CURTAIN WALL

MULLION, BELOW

RADIUS

END POINT

WP

CENTER OF

RADIUS

RADIUS

END POINT

5' - 4"

11' - 8" 8' - 8" 8' - 10"

/2

11' - 8" 8' - 8" 8' - 10"

/2

/2

8' - 10" 8' - 8" 11' - 8"

88' - 4"

8"

8"

8"10

A5.2.2

21.25°

A5.2.2

A5.2.2

A5.2.1

A5.2.1

A5.2.1

EDGE OF PREFAB COPING

EDGE OF COPING

EDGE OF BRICK, BELOW

EDGE OF MTL DECK

8"

8" 8"

1' - 2 3/4"

FACE OF DECORATIVE CMU, BELOW

EDGE OF MTL DECK

AT MASONRY

8" , TYP.

R

4'

1/

2"

/2

/4

/4

EDGE OF COMPOSITE WALL

PANEL, BELOW

EDGE OF COPING

A5.2.1

8"

1' - 10" 1' - 4"

2' - 6" 8' - 0"

5' - 0" 6"

6" 5' - 0" 6"

6"

MTL DECK PENETRATION

MTL DECK PENETRATION

9' - 0" 1' - 8"

MTL DECK PENETRATION

MTL DECK

PENETRATIONS

(2 PER UNIT)

R 6" , TYP.

MTL DECK

PENETRATION

MTL DECK

PENETRATION

STL JOIST

CENTERLINE

EDGE OF MTL DECK

EDGE OF COPING ALIGNED TO

EXTERIOR FACE OF CURTAIN WALL

MULLION, BELOW

9 1/2"

R 6" , TYP.

" 1

8' - 0"

1' - 4"

6' - 1" 5' - 0"

MTL DECK PENETRATIONS

(2 PER UNIT) R

T Y

P

MTL DECK PENETRATION

D N

2' - 6" 1' - 6"

MTL DECK

PENETRATION

EDGE OF MTL DECK

EDGE OF COPING

ALIGNED TO EXTERIOR

FACE OF CURTAIN

WALL MULLION, BELOW

AT CURTAIN WALL

9 1/2" , TYP.

FACE OF

DECORATIVE CMU,

BELOW

1' - 6" 14' - 0"

MTL DECK PENETRATION

R 15' - 10"

1' - 2 3/4"

ARC END

POINT

RADIUS

END POINT

ARC END

POINT

ARC END

POINT

RADIUS

END POINT

RADIUS

END POINT

R 125'-9 1/2"ARC LENGTH = 19' - 8 3/4"

R 165'-2 1/2"

ARC LENGTH = 87' - 1"

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

/4

/4

A T

C U

R T

A

IN

W A

L L

/2

, T Y

P

R

/2

WP

CENTER OF RADIUS

VALLEY

9' - 7 1/4"

/2

2' - 1 1/4"

1' - 9 1/2"

R

1'

-1

/2

L E

N G

T H

/4

SCUPPER

SCUPPER

SCUPPER

SCUPPER

SCUPPER

SCUPPER

OFDOFD

4' - 6"

SCUPPER BOX

SCUPPER BOX

SCUPPER BOX

SCUPPER BOX

SCUPPER BOX

SCUPPER BOX

4' - 7"

1' - 5"

8' - 0"

WARNING STRIPING ON ROOF

MEMBRANE AS INDICATED

/2

15' - 7 1/2" 14' - 4 1/2"

0"

1' - 7"

SCUPPER BOX

SHEET METAL COPING

MECHANICAL EQUIPMENT

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :3

P

M ROOF PLAN

A2.3

10822.000

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

ROOF PLAN

GRAPHIC LEGEND

SHEET NOTES

1. SLOPE OF ROOF 1/4" PER FOOT MINIMUM, TYP. CRICKETS TO

BE 1/2" PER FOOT, MINIMUM.

2. ROOF INSULATION SHALL BE 4" THICK (MIN), AND HAVE A

LONG TERM R-VALUE (LTTR) OF R20.8 (MIN), THROUGHOUT

THE SURFACE AREA OF THE ROOF. BASED ON THE DESIGN BY

MECHANICAL ENGINEERING, WHERE THE U-VALUE IS 0.048.

3. ROOFING CONTRACTOR TO COORDINATE WITH

LIGHTNING PROTECTION.

SCHEMATIC DESIGN 08.17.2018

12345

B B

C

D

E

F F

A

TLT/ SHR

218.2

CHANGING /

LOCKER (M)

CHANGING /

LOCKER (W)

VESTIBULE

MECHANICAL

ELEC

SOIL UTIL

COMM

312 SF

PUBLIC

WAITING

C101

A.7

A.2

+ 10' - 0"

6.97.1 6.26.5 5.4 4.5 3.6 2.8

+ 10' - 0"+ 10' - 0" + 10' - 0"

A7.1.1

D.7

5.2

+ 10' - 9 1/4"

2' - 0"2' - 0"

1' - 0"

PT GYM

TLT/ SHR

218.1

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 10' - 9 1/4"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

1' - 6"

1'

CORR

C201

CORR

C202

CORR

C200

CORRIDOR

C300

CORR

C301

CORR

C305

CORR

C302

CORR

C304

CORR

C306

+ 10' - 9 1/4"

TYP. AT PERIMETER

4.8

8.6 8.3 6.8 6.4

TYP.

8"

+ 10' - 9 1/4"

0.9A

+ 10' - 0"

0.2A

0.3A

0.4A

0.5A

+ 10' - 9 1/4"

+ 10' - 9 1/4"

T Y

P

1'

A

LI

G N 1' - 0"

TYP.

+ 6' - 10"

+ 9' - 0"

E.8

B2

A.9

0.7A

+ 9' - 1 1/2"

TYP. AT PERIMETER

+ 9' - 0"

NEURO

REHAB AREA

GAIT OBS

LANE

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0" + 9' - 0"+ 9' - 0"

+ 9' - 0"

1' - 6 1/4"

+ 9' - 0"+ 9' - 0"+ 9' - 0"+ 9' - 0" + 9' - 0"

FEMALE

TOILET

MALE TOILET

HOUSEKEEPING

DAILY LIVING

SKILLS

CORR

C102.1

NCOIC /

ADMIN

NICoE DIR.

RESEARCH

SHARED

OFFICE

111 DIR. OF

OPERATIONS

CLASSROOM

103.1

PT O/E

MULTI-STATION

TREATMENT

RM

PT O/E

MAT /

PLATFORM

WORKSTATION

PT

MUSIC

THERAPY

DAYROOM

PTNT INTAKE

CUBICLES

300.1

RECEPTION

CORR

C306

EXAM

STAFF TLT

CLEAN UTIL

SCALE

C306.1

EXAM

GROUP

THERAPY

EXAM

PSYCHOLOGIST

EXAM

TEAM ROOM

SOIL UTIL

PAT TLT

COMM

BRAIN LAB

PAT TLT

HOUSEKEEPING

TRANS-CRANIAL

MAGNETIC

STIM

ELEC

ACUPUNCTURE

341.2

ACUPUNCTURE

341.1

NP PSYCH

336NEUROPSYCH

SPIRITUAL

COUNSELLING

BH / SW

PROVIDERS

BH / SW

PROVIDERS

MAIN

CORRIDOR /

LOBBY

C100

CHIRO

TREATMENT

CHIRO

TREATMENT

TREATMENT

IPMC

EYE TESTING

CASE MGMT

CASE MGMT

CASE MGMT

STAFF

LOUNGE

A9.4.3

A9.4.3

A9.4.1

A9.4.1

A9.4.1

A9.4.1

A9.4.3

A9.4.1

A9.4.1

A9.4.1

A9.4.3

A9.4.3

TYP.

A9.4.3

TYP.

A9.4.3

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 10' - 9 1/4"

+ 9' - 0"

+ 7' - 0"

+ 6' - 10"

+ 10' - 9 1/4"

+ 9' - 0"

+ 9' - 0"

28' - 6" 30' - 0" 28' - 6" 17' - 0" 30' - 0" 30' - 0" 20' - 0" 28' - 0"

10' - 0" 8' - 2" 8' - 2" 10' - 4" 5' - 9"

4' - 0" 7' - 4" 7' - 6" 5' - 4" 9' - 10" 2' - 6" 15' - 2" 12' - 0" 3' - 9"

/2

/2

+ 8' - 0"

+ 8' - 0"

+ 10' - 9 1/4"

ART AND

CLAY

THERAPY

STAFF TLT

PSYCH TECH

PSYCH TECH

OT O/E

SPEECH

THERAPY -

OFFICE

OT O/E

TRAZER /

FATS

SPEECH

THERAPY -

TESTING

NEUROLOGIST

PC MD

CLINICAL

PHARMACIST

EXAM

EXAM

EXAM

EYE LANE

NUTRITIONIST

FLEX

STORAGE

CORR

C102

CHAPLAIN

A7.3.2

PAIN MD

STORAGE /

KILN

338.1

BIO

NEUROFEEDBACK

GROUP

THERAPY

335.1

A7.3.2

TYP. AT PERIMETER

TYP. AT PERIMETER

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

TYP. AT PERIMETER

+ 9' - 0" + 9' - 0"

+ 9' - 0"

+ 9' - 0" + 9' - 0"+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 8' - 0"

+ 8' - 0"

+ 9' - 0"

+ 9' - 0"

+ 8' - 0"

+ 8' - 0"

+ 8' - 0"

+ 8' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0"

+ 9' - 0" + 8' - 0"

+ 8' - 0"

+ 8' - 0"+ 9' - 0"

+ 8' - 0"

+ 8' - 0"

+ 9' - 0"

+ 9' - 0"

+ 8' - 0"

TLT / SHR

219.1

+ 7' - 0"

+ 7' - 0"

+ 7' - 0"

+ 6' - 10"

EXAM

BH / SW

PROVIDER

EQPT STOR

ALCOVE /

STORAGE

C303.1

STORAGE /

ALCOVE

200.1

EQPT STOR

+ 9' - 0"

+ 10' - 0"

+ 9' - 0"

+ 9' - 0"

E Q

E Q

+ 8' - 2"

7' - 9"

+ 8' - 0"

E Q

E Q

EQ EQ

+ 10' - 0"

+ 8' - 0"

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

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

E Q

E Q

+ 9' - 0"

+ 9' - 0"

+ 8' - 6"

0'

1/

4"

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q 2' - 0"

A2.03

A7.1.2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2 WT2 WT2 WT2

WT2

WT2

WT2

WT2

WT2

WT2

WT2 WT2 WT2 WT2 WT2

WT2

WT2

WT2

WT2 WT2 WT2 WT2

WT2

WT2

A3.01

EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ

E Q

E Q

CC1 CC1 CC1

CC1 CC1 CC1

CC1 CC1

CC1

CC1

CC1

CC1

CC1

CC1

CC1

A3.01

A9.3.1

WT2

TYP AT CURTAIN

WALL

A9.4.1

A9.4.3

+ 9' - 0"

TYP. AT DIFFUSER

A2.15

+ 8' - 0"

+ 8' - 0"

A9.4.1

TYP.

A9.4.1

TYP. AT

WT2

A9.4.1

1' - 6" TYP.

1' - 8 1/2"

A3.03

A3.03

A7.2.1

+ 10' - 0" 1' - 1 1/2"

+ 9' - 0" 1' - 0"

ARCHITECTURAL

MECHANICAL

24"X24" SUPPLY GRILLE

24"X24" RETURN GRILLE

EXHAUST GRILLE

ELECTRICAL

U

2'x4' RECESSED FLUORESCENT

LIGHT FIXTURE

2'x2' RECESSED FLUORESCENT

LIGHT FIXTURE

2'X2' PARABOLIC RECESSED

LIGHT FIXTURE

OCCUPANCY SENSOR,

ULTRASONIC

EXIT SIGN

DT

RECESSED DOWNLIGHT

2'X4' PARABOLIC RECESSED

LIGHT FIXTURE

SQUARE RECESSED DOWNLIGHT

6"X6' RECESSED FLUORESCENT

LIGHT FIXTURE

+9'-0"

MISCELLANEOUS

HEIGHT OF CEILING FINISH A.F.F.

OCCUPANCY SENSOR,

DUAL TECHNOLOGY

ACOUSTICAL PANEL CEILING, 2'X2'

LINEAR WOOD CEILING

GYPSUM BOARD

ACOUSTICAL PANEL CEILING, 2'X6'

LINEAR SLOT DIFFUSER

GYPSUM BOARD SOFFIT

WINDOW TREATMENT, WT-1 U.N.O.

2'x2' RECESSED FLUORESCENT

LIGHT FIXTURE - EMERGENCY POWER

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PLAN

NORTH

Cagley & Associates

STRUCTURAL ENGINEERING

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

1700 NEW YORK AVE, NW

SUITE 100

WASHINGTON, DC 20006

202.842.2100 www.smithgroup.com

P lo t D at e:

EGLIN AIR FORCE BASE

ASH DRIVE

EGLIN AIR FORCE BASE

FLORIDA 32542

IMEG Corporation

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Baskerville-Donovan, Inc.

CIVIL ENGINEERING

449 W Main Street Pensacola, Florida 32502 850.438.9661 Engineering Business: EB-0000340

SmithGroup

MEP-FP ENGINEERING

1700 New York Ave, Suite 100 Washington, D.C. 20006 202.842.2100

As indicated

/1

/2

:1 :4

P

M GROUND FLOOR

REFLECTED CEILING

PLAN

A3.1

10822.000

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

GROUND FLOOR RCP

GRAPHIC LEGEND

SHEET NOTES

1. CORRIDOR CEILING HEIGHTS TO BE 8'-6" U.N.O

2. FOR ELECTRICAL FIXTURE NUMBERS, REFER TO ELECTRICAL

DRAWINGS.

3. CEILING POCKETS AT THE PERIMETER OF THE BUILDING TO

ALIGN WITH THE COLUMN WRAPS U.N.O.

KEY DESCRIPTION

A2.03 ROOF HATCH WITH LADDER

A2.15 OPERABLE PARTITION

A3.01 ALIGN LIGHT WITH CENTER OF…