W9127821R0051 AM05 DRAWINGS.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

FY-21 AIRMAN LEADERSHIP SCHOOL FACILITY

NE 20 1

HF20005

21R0051

AMENDMENT NO. 0005

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SHEET INDEX

SHEET

NUMBER SHEET TITLE

A-608 WINDOW DETAILS

A-801 PERSPECTIVE VIEWS

INTERIOR DESIGN

I-001 INTERIOR TYPICAL SIGNAGE LEGEND

I-101 FURNITURE FIXTURES AND EQUIPMENT PLAN

I-601 FINISH SCHEDULE

I-602 FURNITURE FIXTURES & EQUIPMENT AND SIGNAGE

SCHEDULES

I-603 INTERIOR EQUIPMENT MOUNTING DETAILS

FIRE PROTECTION

FS100 LIFE SAFETY ANALYSIS

FS101 EGRESS PLAN

FX001 FIRE SUPPRESSION LEGEND

FX101 FLOOR PLAN - FIRE SUPPRESSION & HAZARD

CLASSIFICATION FLOOR PLAN

FX501 FIRE SUPPRESSION DETAILS

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION MATRIX & RISER

PLUMBING

P-001 PLUMBING LEGEND

P-101 FLOOR PLAN - DOMESTIC

P-102 FLOOR PLAN - SANITARY

P-103 FLOOR PLAN - NATURAL GAS

P-104 ROOF PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 HVAC LEGEND

M-101 FLOOR PLAN - HVAC OVERALL

M-102 FLOOR PLAN - VAV SYSTEM

M-103 FLOOR PLAN - DOAS SYSTEM

M-104 FLOOR PLAN - HYDRONIC

M-301 HVAC SECTIONS

M-401 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 BUILDING AIRFLOW DIAGRAM

M-700 HVAC CONTROLS - LEGEND

M-701 SYSTEM 1 - CHILLED WATER SYSTEM - AIR COOLED CHILLER

W/ VARIABLE PRIMARY PUMPING

M-702 SYSTEM 1 - POINTS LIST

M-703 SYSTEM 2 - HEATING WATER SYSTEM - GAS CONDENSING

BOILER & PRIMARY/SECONDARY PUMPING

M-704 SYSTEM 2 - POINTS LIST

M-705 SYSTEM 3 - VAV AIR HANDLING UNIT W/ HOT WATER VAV

BOXES

M-706 SYSTEM 3 - POINTS LIST

M-707 SYSTEM 4 - DEDICATED OUTDOOR AIR SYSTEM

M-708 SYSTEM 4 - POINTS LIST

M-709 HVAC CONTROLS - MISC

ELECTRICAL

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EL101 LIGHTING PLAN

EL501 LIGHTING SCHEDULES & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING CONTROLS SCHEMES

EP101 POWER PLAN

EP501 EXTERIOR ELECTRICAL DETAILS

EP601 ONE-LINE DIAGRAM

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EP604 MECHANICAL POWER SCHEDULE

EG101 GROUNDING & LIGHTNING PROTECTION PLAN

EG201 LIGHTNING PROTECTION ELEVATIONS

EG501 GROUNDING & LIGHTNING PROTECTION DETAILS

EG502 GROUNDING & LIGHTNING PROTECTION DETAILS

EG503 GROUNDING & LIGHTNING PROTECTION DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

TELECOM

T-001 SYSTEMS LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

TS102 TELECOMMUNICATIONS OVERALL SITE PLAN

T-101 SYSTEMS PLAN

T-501 EXTERIOR SYSTEMS DETAILS

T-502 SYSTEMS DETAILS

T-503 SYSTEMS DETAILS

T-601 SYSTEMS RISERS

T-602 SYSTEMS RISERS

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 PROJECT LEGEND

C-004 PROJECT NOTES

C-005 HAUL ROUTE AND CONSTRUCTION STAGING AREA

C-006 CONSTRUCTION DETAILS

VF101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS401 ENLARGEMENT PLAN BASE BID

CS402 ENLARGEMENT PLAN REVEILLE PAD BID OPTION 1 BID

SCHEDULE 1

CS403 ENLARGEMENT PLAN REVEILLE PAD BID OPTION 1 BID

SCHEDULE 2

CS404 ENLARGEMENT PLAN SIDEWALK

CS501 CIVIL DETAILS PAVEMENTS JOINTING

CS502 CIVIL DETAILS SIDEWALK ACCESS DRIVE AND PARKING

BUMPER

CS503 CIVIL DETAILS PAVEMENT MARKING AND SIGNAGE

CS504.1 CIVIL DETAILS GUIDERAIL (REPLACED)

CS505 CIVIL DETAILS DUMPSTER ENCLOSURE

CS701 VEGETATION PLAN

CG101 GRADING PLAN

CG201 DRAINAGE PROFILES

CG301 POND SECTIONS

CG302 BUILDING SECTIONS

CG401 ENLARGEMENT PLAN REVEILLE PAD AND FLAGPOLE

CG402 ENLARGEMENT PLAN OUTFALL STRUCTURE

CG403 ENLARGEMENT PLAN DOOR STOOPS

CG404 ENLARGEMENT PLAN DOOR STOOPS

CG501 DRAINAGE DETAILS

CG502 DRAINAGE DETAILS

CG503 DRAINAGE DETAILS

CG601 DRAINAGE SCHEDULE

CG701 BMP PLAN

CG801 BMP DETAILS

CU101 UTILITY PLAN

CU201 SANITARY SEWER PROFILE

CU501 WATER DETAILS

CU502 WATER DETAILS

CU503 FIRE WATER DETAILS

CU504 SEWER DETAILS

CU505 SEWER DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES DESIGN LOADS &

ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 SLAB PLAN

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-501 TYPICAL STRUCTURAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 AIR BARRIER PLAN

A-101 FLOOR PLAN

A-102 DIMENSION PLAN

A-103 FIRST FLOOR REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-303 ENTRY SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-320 WALL DETAILS

A-400 ENLARGED CORE PLANS

A-401 BREAKROOM SECTIONS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-520 CEILING DETAILS

A-601 PARTITION TYPES

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-606 EXTERIOR WINDOW TYPES

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SCALE:A1 PEDESTRIAN GUIDERAIL DETAILS

CONTINUITY FIELD SPLICE

(AS REQUIRED) SEE DETAIL "E"

SHEET 4 (TYP.)

VARIES (4" MIN.,

1'-6" MAX.) (TYP.)

℄ POST

℄ POST

℄ POST

SEE DETAIL "C"

SHEET 4

TOP OF SIDEWALK

OR BIKEWAY

GROUND LINE

RAIL EXPANSION JOINTS TO BE LOCATED IN PANELS ABOVE

STRUCTURE EXPANSION JOINTS * (30'-0" MAXIMUM SPACING).

RAIL EXPANSION JOINT (TYP.)

SEE DETAIL "D" SHEET 4RAIL (TYP.)

9"

3' -6

1'-6"

TYPICAL RAILING DETAILS & RAILINGS ON GRADES 0% TO 5%

(TYP.)

1'-6" 6'-0" (MAX.) ~ EQUAL PANELS POST SPACING

(TYP.)

ELEVATION

MINIMUM FROM FREE END OF CONCRETE

AND EXPANSION JOINTS (TYP.)

(TYP.)

CROSS REFERENCE:

FOR DETAILS "C", "D" AND "E", SEE SHEET 4.

NOTES:

NPS = NOMINAL PIPE SIZE

STRUCTURES EXPANSION JOINTS NOTE:

* KEYED CONSTRUCTION JOINTS IN INDEX 400-011 GRAVITY

WALL ARE NOT CONSIDERED TO BE EXPANSION JOINTS.

MEMBER DESIGNATION OUTSIDE

DIMENSION

WALL

THICKNESS

RAILING MEMBER DIMENSIONS TABLE

POSTS

RAILS

RAIL JOINT/SPLICE SLEEVES

HANDRAILS JOINT/SPLICE SLEEVES

HANDRAILS

HANDRAIL SUPPORT BAR

2" NPS (SCH. 40)

2" NPS (SCH. 40)

1-1/2" NPS (SCH. 40)

1" NPS (SCH. 40)

1-1/2" NPS (SCH. 40)/

1" Ø ROUND BAR

2.375"

2.375"

1.900"

1.315"

1.900"

1.000"

0.154"

0.154"

0.145"

0.133"

0.145"

N/A

1.500" 0.125"1.50 OD x 0.125 Wall

1. SHOP DRAWINGS ARE REQUIRED.

2. WORK WITH SPECIFICATION 515.

3. MATERIALS:

A. PAN HEAD SET SCREWS: ALUMINUM ALLOY 2024-74 OR 7075-T73 OR STAINLESS STEEL (SS) TYPE 316 OR 18-8 ALLOY.

B. BASE PLATES AND CAP PLATES: ASTM B209, ALLOY 6061-T6

C. STRUCTURAL PIPE TUBE AND BARS: ASTM B221 OR ASTM B429, ALLOY 6061-T6

D. END RAILS 90O BENDS AND CORNER BENDS WITH A MAXIMUM 4 FOOT SPACING: ALLOY 6063-T5 IS PERMITTED.

E. GALVANIZED STEEL FASTENERS:

A. HEX HEAD BOLTS: ASTM A 307 TYPE 1 OR ASTM F1554 GRADE 36

B. ADHESIVE ANCHORS: ASTM F1554 GRADE 36 FULLY THREADED RODS

C. HEX NUTS: ASTM A563

D. FLAT WASHERS: ASTM F436

F. ALUMINUM SHIMS: ASTM B209, ALLOY 6061

G. BEARING PADS: PLAIN, FABRIC REINFORCED, OR FABRIC LAMINATED MEETING REQUIREMENTS OF SPECIFICATIONS 515 & 932.

4. FABRICATION:

A. PLACE EXPANSION JOINTS AT A MAXIMUM OF 30’-0”SPACING

B. FIELD SPLICES ARE SIMILAR TO THE EXPANSION JOINT DETAIL AND MAY BE APPROVED BY THE ENGINEER TO FACILITATE

HANDLING; BUT TOP RAIL MUST BE CONTINUOUS ACROSS A MINIMUM OF TWO POSTS.

C. CONTINUITY FIELD SPLICE (DETAIL “E”); ONLY USE TO MAKE THE RAILING CONTINUOUS FOR UNFORESEEN FIELD ADJUSTMENTS D. CORNERS AND CHANGES IN TANGENTIAL LONGITUDINAL ALIGNMENT MAY BE MADE CONTINUOUS WITH A 9” BEND RADIUS OR

TERMINATED AT ADJOINING SECTIONS WITH A STANDARD END HOOP WHEN HANDRAILS ARE NOT REQUIRED.

E. FOR CURVED LONGITUDINAL ALIGNMENTS, SHOP BEND TOP AND BOTTOM RAILS AND HANDRAILS TO MATCH THE ALIGNMENT RADIUS.

F. FOR CHANGES IN TANGENTIAL LONGITUDINAL ALIGNMENT GREATER THAN 45°, POSITION POSTS A MAXIMUM OF 2’-0” EACH SIDE

OF THE CORNER, NOT AT THE CORNER APEX.

5. HANDRAILS ARE REQUIRED AND MUST BE CONTINUOUS AT LANDINGS FOR:

A. GRADES STEEPER THAN 5%

B. THREE OR MORE STEPS

6. CUTTING OF REINFORCING STEEL IS PERMITTED FOR POST INSTALLED ANCHOR BOLTS.

NOTES:

Rail or Handrail Section

ALUMINUM SLEEVE:

1-1/2" NPS (SCH. 40) FOR RAILS

1" NPS (SCH. 40) FOR HANDRAILSRAIL

SECTION

1-1/4"

1/4" Max. Gap

1-1/4"

RAIL OR

HANDRAIL SECTION

ALUMINUM SLEEVE:

1-1/2" NPS (SCH. 40) FOR RAILS

1" NPS (SCH. 40) FOR HANDRAILS

RAIL OR HANDRAIL SECTION

13/16" Ø HOLE

(CENTERED)

5/16" STEEL ℅

1/8" PLATE

℄ GUIDERAIL &

℄ BOLT HOLES

1/2" ℅ BASE

PLATE

POST

13/16" X 1-7/8" LONG SLOTTED

HOLES FOR ANCHOR BOLTS

WITH PLATE WASHERS (TYP.)

OR 15/16" Ø (MAX.) HOLES

FOR ANCHOR BOLTS WITH

FLAT WASHERS (TYP.)

℄ POST

BEVEL BOTTOM OF POST AS REQUIRED

TO MAINTAIN PLUMB POSTS (TYP.)

1/2" ℅ BASE PLATE 1/2" ℅ BASE PLATE

℄ BOLT HOLES

℄ GUIDERAIL

TOP RAIL

BOTTOM RAIL

1/4" Ø X 3/4" PAN HEAD ALUMINUM

OR STAINLESS STEEL SET SCREWS.

SET SCREWS MUST PENETRATE THE FULL

WALL THICKNESS OF THE INNER SLEEVE

AND SET FLUSH AGAINST OUTSIDE FACE

OF RAIL (TYP.)

1/4" Ø X 3/4" PAN HEAD ALUMINUM

OR STAINLESS STEEL SET SCREW.

SET SCREW MUST BE SET FLUSH

AGAINST OUTSIDE FACE OF RAIL (TYP.)

ROUND OVER BOTH ENDS

OF RAILS TO REMOVE

SHARP EDGES (TYP.)

ROUND OVER BOTH ENDS

OF RAILS TO REMOVE

SHARP EDGES (TYP.)

Post

℄ GUIDERAIL &

℄ BOLT HOLES

1/8" PLATE

9/16" Ø HOLES (MAX.) FOR

7/16" ANCHORAGE BOLTS WITH

FLAT WASHERS (TYP.)

15/16" Ø (MAX.) HOLES FOR

3/4" ANCHORAGE BOLTS WITH

FLAT WASHERS (TYP.)

POST Post

* AT THE CONTRACTOR'S OPTION, EMBEDDED LENGTH MAY

BE 4" WHEN A 3 4" Ø PLUG WELD IS SUBSTITUTED FOR

THE 14" Ø SET SCREW.

1/4

1/4

CJPCJP

1-1/8"3 SP. @ 2-1/2"3 SP. @ 2-1/2"

1'-8"

1-1/8"

1/4" (± 1/4") ~ FIELD SPLICE SLIP JOINT

1/2" (± 1/4") ~ EXPANSION JOINT3"3"

6"* 6"

1'-0"

3"

2"

6"

1"

2- 1/

2" 2-

1/ 2"

3-1/4" 4"

3/4"

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

8"

3" 3"

6"

2-1/8" 3-3/8" 3-3/8" 2-1/8"

11"

3" 3"

1'-6"

CJPCJP

PLATE WASHER

DETAIL

DETAIL "D" - EXPANSION JOINT

(FIELD SPLICE SLIP JOINT SIMILAR)

DETAIL "E" - CONTINUITY

FIELD SPLICE

C C

DETAIL "C" - RAIL CONNECTIONS

(HANDRAIL AND 4~BOLT ANCHORAGE NOT SHOWN)

ALTERNATE BASE

PLATE DETAIL

(Recommended for Steep Slopes)

SECTION C-C

BASE PLATE DETAIL

(2~Bolt Anchorage)

1/4

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

8"

2- 1/

4" 3/

4" 3/

4"

SECTION C-C

BASE PLATE DETAIL

(4~Bolt Anchorage)

3-1/4" 4"

3/4"

(2~Bolt Anchorage) (4~Bolt Anchorage)

SHIM PLATE DETAILSHIM PLATE DETAIL

1/ 2"

3/ 4"

3- 1/

2"

1/ 2" 3/ 4"

2- 1/

4"

6" 6"

6" STANDARD,

7-1/2" FOR RAMPS

REQUIRING HANDRAILS

℄ GUIDERAIL &

ANCHOR BOLTS

4" SIDEWALK WITH

THICKENED EDGE

OPTIONAL 4~BOLT

ANCHORAGE

(SHOWN DASHED)

1' -9

1'

-9

3' -6

1' -0

45°

6" (M

IN

2"

9"

TYPICAL SECTION ON CONCRETE SIDEWALK

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DRAWING ABBREVIATIONS BUILDING SUMMARY

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH

COAT, OR CEMENT

PLASTER

BRICK

CMU

STONE

FIBERGLASS BATT

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR

GYPSUM

SHEATHING

EXTERIOR

CEMENT BOARD

COATED GLASS

MAT WATER

RESISTANT GYP

BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTKS COUNTER SUNK

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

1i

0 GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

1i

WALL TYPE

WINDOW TYPE

101 ROOM NAME/NUMBER

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BDFASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GCB GYPSUM CEILING BOARD

GEJ GUTTER EXPANSION JOINT

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

GWB GYPSUM WALL BOARD

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MR MIRROR

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

2' x 2' ACT CEILING

4' x 4' ACT CEILING

EGRESS ROUTE

ID AND SECTION

LENGTH

1 HR FIRE

2 HR FIRE

FIRE RATED WALL SYMBOLS:

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT

FIXTURE

2 x 2 LIGHT

FIXTURE

SUSP. FLUORESCENT

LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID Egress_Length

ROOM

OCCUPANCY &

AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation FLOOR LEVEL &

NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A SHEET KEYNOTE

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

SPRAYED

POLYURETHANE

INSULATION

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

W --------------------

WRGB WATER RESISTANT GYPSUM BOARD

TERRAZZO

AIR BARRIER ZONE 1

AIR BARRIER ZONE 2

ARCHITECTURAL:

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND

STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE

SAFETY CRITERIA.

2. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS

AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS SHALL GOVERN

OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS.

3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT

SIGNS, EMERGENCY LIGHTING SYSTEMS, ALARM SYSTEMS AND

AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY APPLICABLE CODES

AND STANDARDS.

4. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE OR OTHER

NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED PRIOR TO

COVERING WITH FLOOR FINISHES.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ALL MANUFACTURER'S RECOMMENDED MAINTENANCE PROCEDURES

AND SCHEDULES.

6. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR

SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.

7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY

STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY

AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT

SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL FOR GUIDE AND

APPROVAL.

8. PROVIDE PRESERVATIVE - TREATED WOOD AT ALL LOCATIONS WHERE

WOOD IS IN DIRECT CONTACT WITH CONCRETE OR MASONRY.

9. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL

ELECTRICAL, PHONE, AND SECURITY SYSTEM PANELS.

11. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE

ANCHORAGE OF ALL SHELVES, RUNNING TRIM, RAILINGS, SUSPENDED

ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK,

HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.

12. PROVIDE CEMENT BOARD SHEATHING AT ALL AREAS WHERE A TILE

SURFACE IS TO BE INSTALLED ON METAL STUD WALLS.

13. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR

UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITED TO, PARTITIONS

BEHIND SINKS. CONTRACTOR TO INSURE THAT FIRE RATING IS

MAINTAINED.

14. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION

UNLESS NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.

15. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL

FIELD MEASURE ALL OPENINGS AND COORDINATE WITH THE

APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.

16. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER

EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATED PARALLEL OR

PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.

17. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS,

WHERE REQUIRED.

18. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY

SECTION CUT, BY NOTE, OR BY DETAIL TITLE. PROVIDE SIMILAR DETAILS

AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR

MAT REQUEST A CLARIFICATION IF REQUIRED, OTHERWISE THE MORE

STRINGENT REQUIREMENTS SHALL CONTROL.

19. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL

PENETRATIONS THROUGH FIRE-RATED PARTITIONS.

20. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND

INTERIOR SURFACES AGAINST MOISTURE AND AIR INFILTRATION.

21. SEAL AROUND ALL DOORS AND WINDOW FRAMES, COUNTERTOPS,

WALL-MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL

SURFACES.

22. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL

EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND

COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE

IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION.

23. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

24. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL

PENETRATIONS IN THE STRUCTURE FOR THE PROPER INSTALLATION OF

THE WORK. REFER TO STRUCTURAL DRAWING FOR SECONDARY

FRAMING AND OR REINFORCING REQUIRED AT PENETRATIONS IN STEEL,

CONCRETE OR MASONRY.

25. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS

REQUIRED FOR SERVICING OF PIPING, DUCTWORK, CABLE TRAYS, FIRE

DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR

LOCATIONS TO BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.

26. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE

CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT

INDICATED (WHERE UNITS ARE INSTALLED BY CONTRACTOR OR BY

OTHERS)

27. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED

ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR

TO ROOF DECK, PLUMBING/SPRINKLER PIPES, DUCTWORK, ELECTRICAL

CONDUIT OR SIMILAR ELEMENTS.

28. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO

RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL EQUIPMENT.

29. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND

UNDAMAGED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

ALL WORK SHOWN.

30. THE CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH

CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES BETWEEN

THE DRAWINGS AND THE ACTUAL CONDITIONS SHALL BE REPORTED TO

THE DESIGN PROFESSIONALS FOR RESOLUTION PRIOR TO PROCEEDING

WITH THE WORK.

31. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR

SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

32. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS

UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE

CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE

PROPER AND TIMELY EXECUTION OF THE INSTALLER'S WORK. DO NOT

PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.

INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE

AND/OR CONDITIONS.

33. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR

SIMILAR CONDITIONS THROUGHOUT.

34. CONTROL JOINTS (CJ), SHALL BE INSTALLED AT ALL PARTITIONS. CJ

AT GYPSUM PARTITIONS SHALL BE A MAXIMUM 30'-0" OC. CJ AT

CONCRETE MASONRY UNIT PARTITIONS SHALL BE MAXIMUM 20'-0" OC.

UNLESS OTHERWISE NOTED ON DRAWINGS REFER TO ELEVATION

DRAWINGS FOR EXTERIOR CONTROL JOINTS LOCATIONS, IF CJ ARE

NEEDED ON BUILDING.

35. NON-BEARING PARTITIONS SHALL BE ISOLATED FROM THE BUILDING

STRUCTURE TO THE PARTITIONS.

36. ALL EXPOSED STEELS ARE PAINTED.

37. PROVIDE WEATHER TIGHT EXPANSION JOINT COVER AT LOCATIONS

NEEDED.

38.PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT A

HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE WALL

ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN

VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL

COMPONENTS AND OPENINGS.

39.MANUFACTURER AND MODEL NUMBERS ARE INTENDED TO INDICATE

SIZE, FUNCTION, APPEARANCE, AND FINISH. IT IS NOT THE INTENT TO

LIMIT THE SELECTION OF EQUAL PRODUCTS FROM PRODUCTS FROM

OTHER MANUFACTURERS.

1. FACILITY DESCRIPTION: THE ALS IS A 24 DUTY DAY’S

LONG UNITED STATES AIR FORCE PROGRAM

DESIGNED TO DEVELOP AIRMEN INTO EFFECTIVE

FRONT-LINE SUPERVISORS. IT IS THE FIRST

PROFESSIONAL MILITARY EDUCATION (PME) THAT

ENLISTED AIR FORCE MEMBER’S ENCOUNTER. ALS

FOCUSES ON DEVELOPING LEADERSHIP ABILITIES,

THE PROFESSION OF ARMS, AND BUILDING EFFECTIVE

COMMUNICATION. THIS FACILITY SUPPORTS ENLISTED

PROFESSIONAL MILITARY EDUCATION (EPME)

COURSES OPERATED UNDER AFI 36-2301,

PROFESSIONAL MILITARY EDUCATION. ENSURE EPME

FACILITIES PROJECT AN ATMOSPHERE OF

PROFESSIONALISM AND EXCELLENCE IN WHICH

STUDENTS CAN ACHIEVE EDUCATIONAL OBJECTIVES.

THESE FACILITIES SHOULD ALSO CREATE AN

ENVIRONMENT WHERE INSTRUCTORS CAN PROVIDE

FIRST-RATE EDUCATION IN A QUALITY AIR FORCE

SETTING. AFMAN 32-1084 WAS USED TO DETERMINE

THE REQUIRED SQUARE FOOTAGE OF EACH

FUNCTIONAL SPACE. FACILITY WILL BE EQUIPPED

WITH LIGHTNING PROTECTION AND ELECTRICAL

GROUNDING SYSTEM. AFMAN 32-1084 PROVIDES FOR

ADDITIONAL GUIDANCE ON PERSONNEL AND

FUNCTIONAL LAYOUT. ENVIRONMENTAL CONTROLS

FOR HUMIDITY AND TEMPERATURE ARE REQUIRED TO

ASSURE CONDUCIVE LEARNING ENVIRONMENT.

PROJECT WILL ALSO COMPLY WITH MOST RECENT

EGLIN ARCHITECTURAL COMPATIBILITY PLAN AND

WILL BE DESIGNED TO WITHSTAND 143 MPH WINDS

FOR HURRICANE RESISTANCE. THIS DESIGN SHALL

CONFORM TO CRITERIA ESTABLISHED IN THE AIR

FORCE CORPORATE FACILITIES STANDARDS (AFCFS),

THE INSTALLATION FACILITIES STANDARDS (IFS). A

STANDARD DESIGN WILL NOT BE USED FOR THIS

FACILITY TYPE BUT AS PRECEDENT THE DESIGN

MANUAL FOR ENLISTED PROFESSIONAL MILITARY

EDUCATION FACILITIES WILL BE USED FOR DESIGN.

2. CODE CONSIDERATIONS: THE NFPA 101

CLASSIFICATION FOR THE EGLIN AIRMEN LEADERSHIP

IS MIXED OCCUPANCY; ASSEMBLY AS DEFINED IN

PARAGRAPH 6.1.2.1 AND BUSINESS AS DEFINED IN

PARAGRAPH 6.1.11.1 OF CHAPTER 6, CHAPTER 12 NEW

ASSEMBLY OCCUPANCY AND CHAPTER 38 NEW

BUSINESS OCCUPANCIES. FACILITY SHALL BE

SPRINKLERED THROUGHOUT.

(A) OCCUPANCY CLASSIFICATION:

PER IBC: ASSEMBLY (A-3) ASSEMBLY OCCUPANCY;

SUPPLEMENTAL BUSINESS (B)

PER NFPA 101: FOR EGRESS AND OCCUPANT LOAD,

BUILDING IS CONSIDERED A MIXED OCCUPANCY OF

BUSINESS, ASSEMBLY

(B) CONSTRUCTION TYPE: PER IBC: CONSTRUCTION

TYPE I-B

(C) SEPARATION REQUIREMENTS: PER NFPA 101

1 HOUR SEPERATION BETWEEN GROUP B AND

ASSEMBLY A-3 REQUIRED. (IBC TABLE 508.4)

(D) OTHER CODE CONSIDERATIONS;

ANSI/BHMA THE VARIOUS BUILDERS HARDWARE

MANUFACTURERS ASSOCIATION AMERICAN NATIONAL

STANDARDS

ASHRAE 90.1 - ENERGY STANDARD FOR BUILDINGS

EXCEPT LOW-RISE RESIDENTIAL BUILDINGS

EGLIN ARCHITECTURAL COMPATIBILITY PLAN 2012

AF-MAN 32-1084

AFI 34-1201

USGBC US GREEN BUILDING COUNCIL, DOD SPECIFIC

GPC CERTIFICATION, AF SUSTAINABILITY

REQUIREMENTS SCORESHEET

US Army Corps of Engineers

SHEET ID

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AMENDMENT NO. 0005

JU

LY

AIR BARRIER TESTING ZONE 1

1. THIS BUILDING ENCLOSURE (ENVELOPE) WAS DESIGNED AND SHALL

BE CONSTRUCTED WITH A CONTINUOUS AIR BARRIER TO CONTROL AIR

LEAKAGE (INFILTRATION AND EXFILTRATION) IN ACCORDANCE WITH

SPEC SECTION 07 27 10.00 10 "BUILDING AIR BARRIER SYSTEM". A

PORTION OF THE BUILDING, INDICATED ON THIS AND THE FOLLOWING

SHEETS, MUST UNDERGO AND PASS AN AIR TIGHTNESS TEST IN

ACCORDANCE WITH SPEC SECTION 07 05 23 "PRESSURE TESTING AN AIR

BARRIER SYSTEM FOR AIR TIGHTNESS". THE AREA TO BE TESTED

SHALL DEMONSTRATE AN AIR LEAKAGE RATE OF .40 CFM/SF UNDER A

PRESSURE DIFFERENTIAL OF .3" OF WATER.

2. EXTREME CARE MUST BE TAKEN TO PROVIDE A CONTINUOUS AIR

BARRIER ENVELOPE AROUND THE ENTIRE BUILDING. ALL WALL, CEILING,

FLOOR AND ROOF CONDITIONS THAT COME IN CONTACT WITH THE

EXTERIOR OR AN ADJACENT UNTESTED AREA, SHALL BE TREATED AS AN

AIR BARRIER BOUNDARY. THE AIR BARRIER SYSTEM SHALL BE SEALED

AT ALL OPENINGS, EDGES AND JOINTS, AND AT ALL WALL AND ROOF

INTERSECTIONS. ALL PENETRATIONS THROUGH THE AIR BARRIER

SYSTEM COMPONENTS, INCLUDING INCIDENTAL HOLES AND GAPS SHALL

BE SEALED. PREFERRED METHOD OF SEALING GAPS IS WITH BACKER

ROD AND SEALANT THAT HAVE AN AIR LEAKAGE RATE OF 0.25 CFM.

SHOULD SPRAY FOAM BE REQUIRED TO SEAL PENETRATIONS, IT SHALL

BE COVERED WITH AN APPROVED FIRE BARRIER SUCH AS GYPSUM

WALLBOARD OR INTUMESCENT PAINT.

* SEE WALL TYPES AS SOME WALLS IN SEMIHEATED SPACES DO

NOT REQUIRE INSULATION

3. ALTHOUGH THE DRAWINGS SHOW THE LOCATION OF AIR BARRIER

SYSTEM COMPONENTS, INCLUDING DETAILS OF JOINTS, INTERSECTIONS

AND PENETRATIONS OF THE SYSTEM(S), IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ASSURE THAT THE AIR BARRIER SYSTEM IS

INSTALLED IN A CONTINUOUS ENVELOPE AND PASSES THE REQUIRED

AIR TIGHTNESS TEST.

4. FOR THIS BUILDING THE FOLLOWING ELEMENTS CONSTITUTE THE AIR

BARRIER:

* 6" METAL STUD WITH (R-19 NTERIOR INSULATION)

* AIR / VAPOR BARRIER (FLUID APPLIED AIR BARRIER)

* STANDING SEAM METAL ROOF WITH R-25 INSULATION

5. BUILDING ENVELOPE CLIMATE ZONE 2A

NONRESIDENTIAL SEMIHEATED

ROOFS: U-.039/R-25 C.I. U-0.173/R-5 C.I.

WALLS : U-.084/R-13 + R-3.8 C.I. U-0.124/R-13

FLOORS: U-.107/R-6.3 C.I. U-0.322/NR

AIR BARRIER TESTING ZONE 1 ALR

FLOOR AREA = 11,172.83 SF 4,469.13

WALL AREA = 6,946.17 SF 2,778.46

ROOF AREA = 13,317.64 SF 5,327.05

TOTAL AREA = 11,370.24 SF 12,574.65

AIR BARRIER SUMMARY:

EGLIN, AFB IS WITHIN ZONE 2A PER ASHRAE 90.1

ALLOWABLE LEAKAGE RATE (ALR) 0.40 CFM/SF

AIR BARRIER LOCATION

AIR BARRIER GENERAL NOTES:

AIR BARRIER TESTING ZONE 1

US Army Corps of Engineers

SHEET ID

U .S

. A R

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D B

Y:

SI

ZE

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AN

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E:

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SU

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N O

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IT

AT

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N N

O

PR

O

JE

C

T N

U M

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R

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

D

ES

C R

IP

TI

O N

A-002

AI

R

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AN

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SH

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H O

O L

FA

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1/8" = 1'-0"1 AIR BARRIER PLAN

SCALE:

0 8'

1/8" = 1' - 0"

4' 16'

1/8" = 1'-0"2 BUILDING AIR BARRIER SECTION

PLAN NORTH

AMENDMENT NO. 0005

JU

LY

A-302

A-301

2/

S

LO

PE

2/

S

LO

PE

2/

S

LO

PE

1/

S

LO

PE

1/

S

LO

PE

1/

S

LO

PE

1/

S

LO

PE

1/

S

LO

PE

2/

S

LO

PE

1/

S

LO

PE

1/

S

LO

PE

B C D E F G H

166' - 3"

46' - 3"

120' - 0"

DS DS DS

DS

DSDSDS DS

33' - 6" 32' - 0"

19' - 6"8' - 1" 27' - 7" 23' - 0" 23' - 0"

A-510

A-510

VTR

VTR

GEJ

GEJGEJGEJ

30' - 0"30' - 0"30' - 0"29' - 11"

30' - 0"

GEJ

23' - 2"

GEJGEJGEJGEJ

30' - 0"30' - 0"30' - 0"30' - 0"23' - 1"

A-510

8" x 6" GUTTER

8" x 6" GUTTER

8" x 6" GUTTER

19' - 7" 20' - 11"

J

2/

S

LO

PE

2/

S

LO

PE

A-511

25'-4"

GRAPHIC LEGEND

PREFINISHED STANDING

SEAM METAL ROOF

SYSTEM

VENT THROUGH ROOFVTR

PREFINISHED METAL

DOWNSPOUT SEE SHEET

CG502 FOR CONNECTION

DETAIL

DS

SLOPE VARIES

GUTTER EXPANSION JOINTGEJ

ROOF NOTES

1. DOWNSPOUTS THAT EXTEND TO GRADE

CONNECT TO STORMWATER PIPING AND

SHALL TRANSITION TO STORMWATER

PIPING VIA CAST IRON DOWNSPOUT BOOT.

2. WHERE DOWNSPOUTS EXTEND TO

STANDING SEAM METAL ROOF BELOW A

PREFINISHED METAL SPLASH PAN SHALL BE

PROVIDED.

3. SLOPE ALL GUTTERS TO DOWNSPOUTS.

US Army Corps of Engineers

SHEET ID

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AN

1/8" = 1'-0"1 ROOF PLAN

SCALE:

0 8'

1/8" = 1' - 0"

4' 16'

PLAN NORTH

M

AR

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AMENDMENT NO. 0005

JU

LY

T.

O

. G R

AB

B

AR

-3

6" T

YP

MIN.

3' - 0"

MIN.

3' - 6"

MAX.

1' - 0"

TOILET

TISSUE

DISPENSER

- DOUBLE

ROLL(TTD)

GRAB

BAR - SIDE

WALL

(GB1)

GRAB BAR -

REAR WALL

(GB2)

GRAB BAR -

SHOWER

HORIZONTAL

(GB3)

SHOWER

CURTAIN ROD

(SCR) W/

SHOWER

CURTAIN (SC)

TOILET ROOM ACCESSORIES LEGEND AND MOUNTING HEIGHTS

PAPER

TOWEL

DISPENSER/

WASTE

RECEPTACLE

(PTDWR)

MIN.

4' - 6"

MIN.

1' - 0" MIN.

2' - 0"

WALL

17"-19"

TRANSFER

SHOWER

GRAB BARS

(GB3)

MAX.

1' - 3"

SHOWER SIDE

WALL

CONTROLS

7"-9"

TTD

STANDARD

HOOK

(H)

TO

P

O F

H O

O

KS

6"

MIN.

3' - 0" CLEAR

1' - 6"

BOT./MIRROR

DF

3'

0" M

AX

3'

4" M

AX

2'

2'

3"

0'

9"

0' - 8" 0' - 7"

MIRROR

PTDWR

2'

2" 2'

4"

0'

1/

2"

3'

4"

MG

LENGTH OF COUNTER

2'

3'

0"

DRINKING

FOUNTAIN

(DF)

GB36

GB42

GB3

TTD TTD TTD TTD TTD

GB36

GB42

GB3

TTD TTD TTD TTD TTD

MR

MR

SD SD SD

SD SD SD

PTDWR

PTDWR

DF

SND SND SND SND SND

WOMENS

MENS

103JAN.

RECEPTION

TTD

TTD

MR

MR

MENS

SHOWER

112A

SHOWER

113A

WOMENS

A-400 6

A-401

STUDENT

LOUNGE

101 STORAGE

101A

MOTHERS ROOM

A-4008

A-4007

A-401

INSTRUCTOR

LOUNGE

ACCESSORY SCHEDULE:

GRAB BAR (36" LONG)

MIRROR

GRAB BAR 33" X 18"

SHOWER SEAT

ITEM/DESCRIPTION ABBREV. REMARKS

GB36 MOUNT 36" A.F.F.

GRAB BAR (42" LONG) GB42 MOUNT 36" A.F.F.

DISPENSER

TTD

MR

GB

SS

MOUNT TO 28" A.F.F.

MOUNT ABOVE LAVATORY

SPLASH

MOUNT 36" A.F.F.

MOUNT TOP AT 18" A.F.F. MAX

TOILET TISSUE

MIRROR SHELF

(24" LONG)

MS MOUNT BETWEEN SINK AND

MIRROR

TOWEL / WARDROBE

HOOKS

H MOUNT TOP AT 5'-0" A.F.F. MAX

SHOWER ROD SR MOUNT TOP AT 6'-0" A.F.F. MAX

MOP AND BROOM

HOLDER

MBH CORDINATE LOCATION WITH

OWNER

COMBINATION PAPER

TOWEL DISPENSER/ WASTE

RECEPTACLE (RECESSED)

PTDWR MOUNT TOP AT 48" A.F.F. MAX

SHOWER ROD &

CURTAIN

SR MOUNT TOP AT 6'-0" A.F.F. MAX

SANITARY NAPKIN

DISPENSER

SND --

SOAP DISPENSER SD MOUNT ABOVE BACKSPLASH

BETWEEN MIRRORS

GRAB BAR ("L"

SHAPED)

GB3 MOUNT 36" A.F.F.

DRINK FOUNTAIN DF --

9"

2'

7"

1' - 11 3/4"

6"

8 3/4"

2' - 0"

PLASTIC LAMINATE

3"X4"X1/4"

CONT. STL.

ANGLE

1/2" SOLID SURFACE

COUNTER TOP WITH BACKSPLASH

LAVATORY (SEE MECHANICAL

DRAWINGS)

2"X4" P.T. WOOD

FRAMING

STL. ANGLE @ INT.

DIVIDER BEYOND

3/4" PLYWOOD DIVIDER BEYOND

3/4" PLYWOOD (TYP.)

PROVIDE 1'-6" WIDE ACCESS

PANEL AT CENTERLINE OF

EACH SINK, ATTACHED W/

CONCEALED MAGNETIC

FASTENERS

A-401

A-401

ELEC FF

0' - 0"

01_LEVEL_FF

0' - 0"

01_LEVEL_FF

0"

01_LEVEL_FF

0' - 0"

01_LEVEL_FF

0' - 0"

US Army Corps of Engineers

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1/4" = 1'-0"2 STUDENT RESTROOMS

1/4" = 1'-0"3 INSTRUCTORS RESTROOMS

1/4" = 1'-0"1 STUNDENT LOUNGE

1/4" = 1'-0"4 INSTRUCTORS LOUNGE

SCALE:

0 4'

1/4" = 1' - 0"

2' 8'

PLAN NORTH

1 1/2" = 1'-0"5 BATHROOM COUNTER DETAIL - TYP.

1/4" = 1'-0"6

STUDENT BREAKROOM

ELEVATION

1/4" = 1'-0"7

INSTRUCTOR BREAKROOM

ELEVATION

1/4" = 1'-0"8 MOTHERS ROOM ELEVATION

AMENDMENT NO. 0005

JU

LY

TYPE I

7'

0" 2"

2" 3' - 0" 2"

TYPE II

HOLLOW METAL HOLLOW METAL

2" 6'-0" 2"

4" 7'

-0

TYPE F TYPE N TYPE D TYPE E

G2 G1

SEE ELECTRICAL

DRAWINGS FOR CARD

READER ACCESS

DIAGRAM

G-1

GLAZING SCHEDULE

MARK: DESCRIPTION:

G-2

INSULATING LAMINATED - TEMPERED

1/4" FIRE RATED INSUL

6" METAL STUDS @

16" O.C.

5/8" GYPSUM BOARD

BACKER ROD & CONT.

SEALANT BOTH SIDES

AIR BARRIER OVER FULL WIDTH OF

ROUGH OPENING, LAP & ATTACH PER

MFR DETAILS

STEEL DOOR FRAME

BATT INSULATION.

PRE-INSULATED HM

DOOR AS SCHED

BACKER ROD AND SEALANT

0'

4" 0' - 7 3/4"

FLASHING WITH DRIP

MESH

RIGID INSULATION

EXTERIOR SHEATHING

J CHANNEL

SELF ADHERED AIR BARRIER

EIFS SYSTEM

EXTERIOR INTERIOR

FLASHING W/SPLIT FACE

VENEER BELOW

6" METAL. JAMB STUD

5/8" GYPSUM BOARD

STEEL FRAME

BACKER ROD & CONT.

SEALANT BOTH SIDES

AIR BARRIER OVER FULL WIDTH

OF ROUGH OPENING, LAP &

ATTACH PER MFR DETAILS

RIGID INSULATION

BATT INSULATION

INTERIOR

EXTERIOR

PRE-INSULATED HM DOOR

AS SCHED

3 ANCHORS PER JAMB,

SEE SPEC 08 11 13

L BEAD TRIM

0'

3/

4"

0' - 2"

DOOR

AUTOMATIC DOOR

BOTTOM

MTL THRESHOLD

SEALANT, BOTH SIDES

CONCRETE

FLR FINISH AS

SCHEDULED

0"

US Army Corps of Engineers

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USACE DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWARE COMMENTS:

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100 E 6' - 1" 7' - 1" 0' - 1 5/16" ALUM G1 NO FIRE

RATING

II ALUM P-3 2/A-604 1/A-604 3/A-604 HW-1

100A N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-10 100B F 3' - 0" 7' - 0" 0' - 2" HM P-2 45 MIN II HM P-1 1/A-603 2/A-603 3/A-603 HW-9

100C E 6' - 1" 7' - 0 1/2" 0' - 1 5/16" ALUM G1 NO FIRE

RATING

II ALUM P-3 2/A-604 1/A-604 3/A-604 HW-1

100D F 3' - 0" 7' - 0" 0' - 2" HM P-2 45 MIN II HM P-1 1/A-603 2/A-603 3/A-603 HW-2 100E F 3' - 0" 7' - 0" 0' - 2" HM P-2 45 MIN II HM P-1 1/A-603 2/A-603 3/A-603 HW-2 100F N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-10 101 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-7

101A F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-8 102 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-605 HW-10 103 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-605 HW-10 104 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-8 105 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-11 106 D 6' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-5

106A D 6' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-5 107 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 108 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 109 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 110 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 111 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 112 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-604 HW-11

112A F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-604 HW-11 113 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-605 HW-11

113A F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 4/A-604 5/A-604 6/A-605 HW-11 114 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-7 115 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 116 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 117 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 118 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 119 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 120 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 121 F 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 122 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-4 123 D 6' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN II HM P-1 7/A-604 8/A-604 9/A-604 HW-5

123A D 6' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-5 124 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6 125 N 3' - 0" 7' - 0" 0' - 2" WD P-2 45 MIN I HM P-1 7/A-604 8/A-604 9/A-604 HW-6

126 D 6' - 0" 7' - 0" 0' - 2" HM P-2 NO FIRE

RATING

II HM P-1 1/A-603 2/A-603 3/A-603 HW-3

127 D 6' - 0" 7' - 0" 0' - 2" HM P-2 NO FIRE

RATING

II HM P-1 1/A-603 2/A-603 3/A-603 HW-3

128 D 6' - 0" 7' - 0" 0' - 2" HM P-2 NO FIRE

RATING

II HM P-1 1/A-603 2/A-603 3/A-603 HW-3

M

AR

K D

AT

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EN

D

5, R

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IS

ED

D

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IN

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ES

PO

N

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T O

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FI

3" = 1'-0"1 EXTERIOR DOOR HEAD DETAIL

3" = 1'-0"2 EXTERIOR DOOR JAMB DETAIL

6" = 1'-0"3 EXTERIOR DOOR SILL DETAIL

SCALE:

3" = 1' - 0"

3" 6" 9"

SCALE:

0 2"

6" = 1' - 0"

1" 4"

AMENDMENT NO. 0005

JU

LY

TT

T

T

T

T

T

T T T

T

T

T T

T

T

T

128127126

101A

103104

100A

113A 113

100C

100B

100B

CG CG CG

CG CG CGCG

CG

C G

C G

C G

C G

C G

C G

C G

CG

CG

CG

CG

LN1

CG

C G

C G

C G

C G

CG

CG

TB1

M B1

M B1

(SHOWN = 114)

CH4

LN1

108M B1

M B1

AP

AP

AP

TV1

TB1

TB1

CH1

WS1

CH2

CH2

WS1

CH1

CH2

CH2

CH1

WS1

CH2CH2

WS1

CH1

CH1

WS1CH2

CH2

CH1

WS1CH2

CH2

CH1

WS1CH2

CH2

CH1

WS1CH2

CH2

TB

TB

TB

TB

TB

TB

TB

TB

TB

TV

112A

TV1

RC2AP6

AP6AP5AP5 RC2

B

B

124 B

101 A

102DW

103DM

C

A

C

119 B

116 B

115 B

0C

A

109 C

110 C

101AA

A 100C

A

A

A

A 100B

B 100A

C

C

C

C

C

C

C5C5C5

TB3

TB3

TB3

TB3

TB3

TB3 TB

TB

TB

TV1

MB1MB1 TV1

MB1MB1

TV1

TV1

TV1

C

5TB3TB3

MB1

MB1

MB1

MB1

M B1

C5

C5

C5

C5

C5

C5

C5

C5

C5

B

A

TV

M B1

TB

TB

C5 C5 TB

C5

F1

B

0C

B11

112DW

113DM

B11

114A

C 10

C 10

111B

A10

LN2

LN2

LN2LN2

CH2

CH2

CH2

CH2

TB2

L2

L2

L2

L2

L2

TC2

TC

TC2

TC2

R C

R C

R

C

L2

C G C G

CG CG

CG

(SHOWN = 90)

CH3

CH3 CH3

CH3

CH3 CH3

CH3CH3

CH3 CH3

CH3CH3

TB1

C

C

C

C

C

C

C5 C5 C5

TB3

TB3

TB3

TB3

TB3

TB3TB

TB

TB

CH3 CH3

CH3CH3

TB1

CH3 CH3

CH3CH3

LN2

LN2

C

C

C

C

C

C

C5 C5 C5

TB3

TB3

TB3

TB3

TB3

TB3

TB

TB

TB

C

C

C

C

C

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C5C5C5

TB3

TB3

TB3

TB3

TB3

TB3 TB

TB

TB

C

C

C

C

C

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C5C5C5

TB3

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TB3

TB3

TB3

TB3

TB

TB

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R C

TC

R C

TC

R C

TC

R C

TC

R C

TC

R C

TC

R C

TC

TC

TC

R C

L2TC

R C

TC

R

C

TC

TC

R C

TC

R C

TC

1TC1

RC1

L2

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

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AP

AP

DW1

DW1

BELOW

BELOW

CH6

AP

3 AP4AP

M

M B2

MB2

MB2

MB2

MB2

MB2

MB2

MB2

112B112B L2

CORNER GUARD

CG

LEGEND

# A

SIGN TYPE

ROOM NUMBER

AP1 REFRIGERATOR

AP2 NOT USED

AP3 MICROWAVE

AP4 UNDERCOUNTER REFRIGERATOR

AP5 VENDING

AP6 VENDING - BEVERAGE

DW DISHWASHER

CH1 CHAIR - TASK

CH2 CHAIR - GUEST

CH3 CHAIR - BREAK ROOM

CH4 CHAIR - AUDITORIUM

CH5 CHAIR - TRAINING

CH6 CHAIR - LOUNGE

TB1 TABLE - BREAK ROOM

TB2 TABLE - 36' DIAMETER

TB3 TABLE - TRAINING

RC1 RECYCLING CAN - DESK SIDE

RC2 3 BIN RECYCLING CENTER

TC1 TRASH CAN - DESK SIDE

TC2 TRASH CAN - STAINLESS STEEL

TV1 TV - WALL MOUNTED 65"

MB1 SLIDING WHITEBOARD SYSTEM

MB2 DRY ERASE BOARDS - PRIVATE OFFICE

LN1 LECTURN

LN2 LECTURN

L2 LATERAL FILE CABINET

SH1 SHELVING

WS1 DESK/WORK STATION W/ CREDENZA, L-SHAPED

FURNITURE AND EQUIPMENT LEGEND

US Army Corps of Engineers

SHEET ID

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1/8" = 1'-0"I-101

FURNITURE FIXTURES AND EQUIPMENT PLAN1

PLAN NORTH

SCALE:

0 8'

1/8" = 1' - 0"

4' 16'

GRAPHIC SCALE:

TRUE NORTH

ROOM SCHEDULE

ROOM NO. ROOM NAME

100 RECEPTION

100A CORRIDOR A

100B FOYER

100C CORRIDOR B

101 STUDENT LOUNGE

101A STORAGE

102 WOMEN'S RESTROOM

103 MEN'S RESTROOM

104 JANITOR

105 MOTHER'S ROOM

106 AUDITORIUM

107 CLASSROOM A

108 CLASSROOM B

109 CLASSROOM C

110 CLASSROOM D

111 INSTRUCTOR OFFICE

112 MEN'S RESTROOM

112A SHOWER

112B ENTRY

113 WOMEN'S RESTROOM

113A SHOWER

114 BREAK ROOM

115 INSTRUCTOR OFFICE

116 INSTRUCTOR OFFICE

117 INSTRUCTOR OFFICE

118 INSTRUCTOR OFFICE

119 INSTRUCTOR OFFICE

120 CLASSROOM E

121 STORAGE

122 NOPD/FTAC/SNOPD/ID

123 AUDITORIUM

124 OFFICE

125 OFFICE

126 ELEC.

127 COMM

128 HVAC

M

AR

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AMENDMENT NO. 0005

JU

LY

ACT ACOUSTICAL CEILING TILE

CONC CONCRETE

GYP BD GYPSUM BOARD

LVT LUXURY VINYL TILE

P PAINT

SC SEALED CONCRETE

STAINLESS STEEL CORNER

GUARD

NOSE

RADIUS

STEEL STUDS

GYP BD

#10 X 1 1/2" PH FLAT HD

WOOD SCREW w/ OGEE WASHER 406.4mm O.C. MAX.

1/

4"

0' - 4"

4"

HEAVY DUTY STEEL CORNER GUARD

US Army Corps of Engineers ®

SHEET ID

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FINISH SCHEDULE

ROOM

NO ROOM NAME

WALLS BASE MATERIAL FLOOR CEILING

REMARKS

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST

MAT'L -

COLOR FIN MAT'L FINMAT'L

FIN -

COLOR TRIM MAT'L

FIN -

COLO

R TRIM MAT'L

FIN -

COLOR TRIM MAT'L

FIN -

COLOR TRIM

100 RECEPTION PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY GYP BD PAINT

100A CORRIDOR A PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 100B FOYER PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 100C CORRIDOR B PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 101 STUDENT LOUNGE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY

101A STORAGE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 102 WOMEN'S RESTROOM PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT 103 MEN'S RESTROOM PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT 104 JANITOR PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT 105 MOTHER'S ROOM PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 106 AUDITORIUM PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 107 CLASSROOM A PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 108 CLASSROOM B PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 109 CLASSROOM C PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 110 CLASSROOM D PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 111 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 112 MEN'S RESTROOM PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT

112A SHOWER PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT 112B ENTRY PAINT - 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 113 WOMEN'S RESTROOM PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT

113A SHOWER PT1 - PT2 PT1 - PT2 PT1 - PT2 PT1 - PT2 - - - - PT1 FACTORY GYP BD PAINT 114 BREAK ROOM PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 115 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 116 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 117 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 118 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 119 INSTRUCTOR OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 120 CLASSROOM E PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 121 STORAGE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 122 NOPD/FTAC/SNOPD/ID PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 123 AUDITORIUM PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 124 OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 125 OFFICE PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 LVT1 FACTORY ACT1 FACTORY 126 ELEC. PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 SC POLISHED NONE - 127 COMM PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 SC POLISHED NONE - 128 HVAC PAINT 1 2 PAINT 1 2 PAINT 1 2 PAINT 1 2 RB1 RB1 RB1 RB1 SC POLISHED NONE -

1. SEE COLOR SCHEDULE, SPECIFICATION SECTION 09 06 90 FOR ROOM FINISH

COLORS.

2. PROVIDE MOP HOLDER (MH) IN ALL JANITOR'S CLOSETS.

3. PROVIDE SOLID SURFACE WINDOW SILLS AT ALL WINDOWS.

4. PROVIDE SOLID SURFACE COUNTER TOPS AT BREAK ROOMS, TOILETS, AND

WHERE SCHEDULED.

5. PROVIDE PT TO 1220MM HT ON DRINKING FOUNTAIN WALLS.

6. ALL GYP BD WALLS ARE TO BE PAINTED UNLESS OTHERWISE NOTED.

7. PROVIDE CORNER GUARDS TO EXPOSED CORNERS. SEE SERIES I-100, FINISH

PLANS FOR LOCATIONS.

8. PROVIDE BLOCKING BEHIND WALL FINISHES TO RECEIVE WALL MOUNTED

EQUIPMENT. SEE PLANS FOR LOCATIONS AND MOUNTING DETAILS.

9. PROVIDE ACOUSTICAL INSULATION ABOVE CEILING TO ACHIEVE AN STC OF 45.

FINISH SCHEDULE NOTES:

ABBREVIATIONS:

6" = 1'-0"I-601

CORNER GUARD3

GRAPHIC SCALE:

SCALE:

0 2"

6" = 1' - 0"

1" 4"

AMENDMENT NO. 0005

JU

LY

Occupant Load : ?

LIFE SAFETY ROOM TAG W/ AREA:

ROOM AREA

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

OCCUPANCY

CLASSIFICATION

FIRE/SMOKE WALL - 1 HR Fire Rating

FIRE WALL SYMBOLS:

LIFE SAFETY LEGEND

PATH OF EXIT TRAVEL WITH DISTANCES

TO THE NEAREST EXIT (DTE). DISTANCES

INCLUDE TOTAL TRAVEL DISTANCE (TD),

DEAD END (DE) AND…