AM06 DRAWINGS.pdf

PDF 6 MB Posted Aug 21, 2020

Attached to: Aircraft Maintenance Hangar at Soto Cano Air Base, Honduras
Solicitation number: W9127820R0012
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an aircraft maintenance hangar at Soto Cano Air Base in Honduras. The solicitation number is W9127820R0012 and was issued by the Department of the Army Corps of Engineers Engineering District Mobile.

The project involves demolishing existing structures and constructing a new hangar, including site work and utilities. The required work includes excavation, concrete foundations and slabs, structural steel framing, metal siding and roofing, interior finishes, mechanical systems, electrical systems, and security features. Bids are due in April 2020 and the contract is to be awarded by May 2020. Pricing is to be provided as a firm fixed price for the base work and unit prices for additional work.

View the file

Other files

File	Type	Posted
AM07.pdf	PDF	Aug 24, 2020
AM06.pdf	PDF	Aug 21, 2020
W9127820R0012 - Virtual Site Visit Presentation.PDF	PDF	Jul 27, 2020
AM05 DRAWINGS.pdf	PDF	Jul 20, 2020
AM05.pdf	PDF	Jul 20, 2020
AM04.pdf	PDF	Jul 1, 2020
AM03.pdf	PDF	Jun 29, 2020
AM03 DRAWINGS.pdf	PDF	Jun 29, 2020
AM02 DRAWINGS.pdf	PDF	Jun 15, 2020
AM02.pdf	PDF	Jun 15, 2020
AM01 DRAWINGS.pdf	PDF	Jun 4, 2020
AM01.pdf	PDF	Jun 4, 2020
VOL5.PDF	PDF	May 6, 2020
VOL6.PDF	PDF	May 6, 2020
VOL4.PDF	PDF	May 6, 2020
EM 385-1-1.pdf	PDF	May 6, 2020
VOL 1 RTA DRAWINGS.pdf	PDF	May 6, 2020
VOL 2 RTA DRAWINGS.pdf	PDF	May 6, 2020
VOL2.PDF	PDF	May 6, 2020
VOL1.PDF	PDF	May 6, 2020
VOL3.PDF	PDF	May 6, 2020

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1 2 3 4 5

US Army Corps of Engineers ®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

FY20 AIRCRAFT MAINTENANCE HANGAR

APRIL 2020

SOTO CANO AIR BASE, HONDURAS

MOBILE DISTRICR PROJECT CODE: M017EU45

SOLICITATION NUMBER : W9127820R0012

AMENDMENT NO. 0006

14.9M

N: 1589186.19

E: 433630.51

N: 1589393.49

E: 433593.65

N: 1589193.31

E: 433667.74

N: 1589208.24

E: 433664.35

CD301

15.0M

N: 1589199.41

E: 433628.21

21 22

CD503

TYP.

CD503

N: 1589201.87

E: 433627.77

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PLAN NORTH

SCALE:

1 : 400

16m8m

NOTES:

1. SEE C-002 AND C-003 FOR

ABBREVIATIONS AND LEGEND,

RESPECTIVELY.

2. SEE C-004 FOR GENERAL NOTES.

3. SAWCUT ASPHALT 15 cm PAST

CONCRETE EDGE AFTER

CONCRETE REMOVAL.

KEYED DEMOLITION NOTES:

FULL DEPTH SAWCUT.

FULL DEPTH PAVEMENT REMOVAL

SEE CD501 FOR MORE DETAIL

REMOVE HEADWALL

REMOVE 67± M OF DOUBLE 900 MM

RCP.

PAVEMENT MARKING REMOVAL.

REFERENCE ELECTRICAL SHEETS

FOR ELECTRICAL DEMOLITION.

CONCRETE DITCH REMOVAL.

HANDRAILS TO BE REMOVED.

WATER UTILITY INFRASTRUCTURE

TO BE REMOVED.

END WATER LINE DEMOLITION. SEE

SHEET CU101 FOR ADDITIONAL

INFORMATION.

EXISTING FIRE HYDRANT AND VALVE

TO REMAIN

EXISTING WATER WELL TO REMAIN.

DEMOLITION AND CONSTRUCTION

ACTIVITIES SHALL NOT DISTURB

WATER WELL OR SURROUNDING

INFRASTRUCTURE.

EXISTING FORCE MAIN TO BE

REMOVED.

CONTAINERS TO BE

RELOCATED BY OTHERS.

2 - 36.5M x 27.5M CLOTH HANGARS

TO BE REMOVED BY OTHERS.

APRON PAVEMENT TO REMAIN.

REMOVE 2.2M x 2.3M METAL GUARD

BOOTH ON CONCRETE SLAB WITH

0.9M x 0.9M CONCRETE STAIRS.

EXISTING MOORING AND TIE-DOWN

TO BE REMOVED.

RETAIN AND PROTECT.

LIMITS OF EXCAVATION FOR

UNDERCUT; SEE CD301.

REMOVE EXISTING APRON SLAB TO

ACCOMMODATE NEW STRUCTURE

FOOTINGS AND SLAB.

RETAIN AND PROTECT EXISTING

TRENCH DRAIN TO REMAIN.

AREA 1 - 100 mm ASPHALT

PAVEMENT; SEE A1, CD501

AREA 2 - 60mm ASPHALT

PAVEMENT; SEE A4, CD501

EXISTING WELL TO REMAIN.

(DEMOLITION AND CONSTRUCTION

ACTIVITIES SHALL NOT DISTURB

WATER WELL OR SURROUNDING

INFRASTRUCTURE.)

DEMOLISH EXISTING DOUBLE SWING

GATE AND FENCE AS NEEDED TO

INSTALL PROPOSED DRIVE AND

DOUBLE CANTILEVER GATE.

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AMENDMENT NO. 0006

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AutoCAD SHX Text R-49A

AutoCAD SHX Text A-13

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WVB

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BM-HAN-1

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BM (EXIST. BM WITHOUT DESIGNATION)

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BM 1

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B40

B553

FOD

CHECK

STOP

1+160

1+178

PCC HANGAR APRON

TAXIWAY F-NE N10° 09' 55.42"W

TAXIWAY F-SE

TAXIWAY ECHO

1+000

1+020

1+040

1+044

N: 1589199.408

E: 433628.199

0+040

0+060

0+080

0+086

0+013

N: 1589193.668

E: 433629.173

N: 1589201.649

E: 433672.741

N: 1589360.989

E: 433622.434

N: 1589212.589

E: 433649.006

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N10° 09' 54.36"W 150.760'

HANGAR

N: 1589315.079

E: 433636.205

N: 1589315.510

E: 433638.628

N: 1589305.305

E: 433640.461

CP504

TYP.

CP504

CP503

SEE CD SHEETS

FOR LAYOUT (TYP.)

CP405

250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS 250MM SS

150mm SS 150mm SS 150mm SS 150mm SS 150mm SS 150mm SS 150mm SS

150MM WL 150MM WL 150MM WL 150MM WL 150MM WL 150MM WL

300MM FW 300MM FW

250MM WL 250MM WL 250MM WL 250MM WL 250MM WL

L M

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150MM WL

150MM WL 150MM WL 150MM WL

300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW 300MM FW

100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS 100mm SS

32mm F M

32m m

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32m m

F M

32m m

F M

32m m

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32m m

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32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM 32mm FM m m m m

S m m

150mm SS 150mm SS 150mm SS m m F

M m m F

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250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM 250mm FM m m

M m m

150MM WL 150MM WL 150MM WL

L M

100mm SS

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SCALE:

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16m8m

NOTES:

1. SEE CT SHEETS FOR GEOMETRIC

LAYOUT.

2. SEE CU SHEETS FOR WATER AND

WASTEWATER UTILITIES.

3. SEE ES SHEETS FOR ELECTRICAL

PLANS

PAVING KEY NOTES:

PROPOSED HMA PARKING APRON

PROPOSED HMA APRON SHOULDER

PROPOSED PCC AIRCRAFT

PARKING PAD

PROPOSED PCC HANGAR

AIRCRAFT APRON

PROPOSED PCC SIDEWALK

PROPOSED GRAVITY WALL WITH

GUARDRAIL

PROPOSED HMA DRIVE

PROPOSED PCC STEPS

PROPOSED PCC RAMP

TIE FLUSH TO EXISTING

PROPOSED PCC EQUIPMENT PAD

CONCRETE FILLED STEEL BOLLARD

CONCRETE SLOPE PAVING

RETAINING WALL SEE STRUCTURAL

PLANS

102.2 M -1.8 M CHAIN LINK FENCE

SEE SHEET CP516

3.2 M DOUBLE SWING GATES

SEE SHEET CP516

18.3 M- 1.8 M DOUBLE CANTILEVER

GATE SEE SHEET CP515

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CONCRETE DRIVEWAY

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CONCRETE ROAD

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BM-HAN-1

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BM (EXIST. BM WITHOUT DESIGNATION)

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CONCRETE ROAD

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SIGN

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HANGAR

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AIRFIELD PERIMETER FENCE

ASPHALT (EXISTING HMA FLEXIBLE PAVEMENT)

EXISTING BASE COURSE

EXISTING SUBGRADE

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GRADATION 2

SCALE: NTSB7

PROPOSED FLEXIBLE PAVEMENT 51mm OVERLAY SECTION

SCALE: NTSD8

PROPOSED FLEXIBLE PAVEMENT SECTION

APRON PATCHING

FOR APRONS

PROPOSED PAVEMENT SECTIONS 1:400

SCALE: NTSB4

102mm FLEXIBLE PAVEMENT

PROPOSED APRON AND TAXIWAY FLEXIBLE PAVEMENT SECTIONS

ASPHALT (FLEXIBLE PAVEMENT) (SEE NOTE 1)

GRADATION 2

PRIME COAT

AGGREGATE BASE COURSE

(SEE 32 11 23 AGGREGATE BASE COURSE)

SUBGRADE

COHESIONLESS SOIL

m m m m m m

FOR ACCESS APRON, APRON EXTENSIONS,

APRON RECONSTRUCTION AND TAXIWAY FOXTROT

ASPHALT (FLEXIBLE PAVEMENT) (SEE NOTE 1)

GRADATION 2

PRIME COAT

AGGREGATE BASE COURSE

(SEE 32 11 23 AGGREGATE BASE COURSE)

51mm

SUBGRADE

COHESIONLESS SOIL

m m m m

SCALE: NTSD1

51mm FLEXIBLE PAVEMENT SECTION

FOR APRON AND TAXIWAY

FOXTROT AND ECHO SHOULDERS

NOTES:

1. ASPHALT (FLEXIBLE PAVEMENT) REFERS TO ASPHALT PAVING FOR AIRFIELDS, SPECIFICATION 32 12 15.13.

USE GRADATION 2 WITH A 75-BLOW MIX.

3. PLACE TACK COAT BETWEEN LIFTS OF ASPHALT.

4. SEE 31 00 00, EARTHWORK FOR FILL REQUIREMENTS.

5. SUBGRADE OF AIRFIELD PAVEMENT AND SHOULDERS WHICH DO NOT CONFORM TO SATISFACTORY MATERIAL SHALL

CONFORM TO 31 00 00 EARTHWORK SECTION 3.2.7 UNDERCUTTING OF UNSATISFACTORY MATERIAL IN AREA OF AIRFIELD

PAVEMENT AND SHOULDERS AND COMPACTED AS INDICATED IN PLANS.

6. SOLID SOD EARTHEN SHOULDER.

7. FRONT SLOPE SHALL BE VEGETATED BY SODDING. SEE SPECIFICATIONS.

MILLED SURFACE

m m m m

ASPHALT (FLEXIBLE PAVEMENT) (SEE NOTE 1)

GRADATION 2

PRIME COAT

AGGREGATE BASE COURSE

(SEE 32 11 23 AGGREGATE BASE COURSE)

m m m m m m

ASPHALT (FLEXIBLE PAVEMENT)

EXISTING

BASE COURSE

SUBGRADE

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SUB-BASE

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PROPOSED FLEXIBLE PAVEMENT VARIABLE OVERLAY

PROPOSED GRADE

VARIES

51mm - 177mm

TACK COAT

FOR APRON AND TAXIWAY ECHO

MILLED SURFACE

SEE NOTE 3

51mm

MILLED

DEPTH

PROPOSED HMA WEARING SURFACE (SEE NOTE 1)

GRADATION 2

PROPOSED HMA LEVELING COURSE

GRADATION 2 OR 3

90% COMPACTION

85% COMPACTION

m m

SUBGRADE

COHESIVE SOIL

95% COMPACTION

90% COMPACTION

85% COMPACTION

m m m m m m

SUBGRADE

COHESIONLESS SOIL

90% COMPACTION

m m

85% COMPACTION

m m m m m m

SUBGRADE

COHESIVE SOIL

95% COMPACTION

90% COMPACTION

85% COMPACTION

90% COMPACTION

85% COMPACTION

m m

SUBGRADE

COHESIVE SOIL

90% COMPACTION

85% COMPACTION

95% COMPACTION

m m m m m m

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TO OPEN

OPENING (F/F)

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FENCELINE

FABRIC AREA OVERHANG

L (NOT TO SCALE)

(OMIT FABRIC)

TRUCK

ASSEMBLY

TRACK

50.8mm SQ

UPRIGHT

EXTEND CABLE (IF REQ'D) BEYOND

OVERHANG AND WRAP/TERMINATE

AROUND FENCE REINF (TYP)

76.2mm

NOMINAL

101.6mm MIN Ø POST (*)

(TYP)

50.8mm SQ

UPRIGHT

2.03M

TRUSS

ROD

TENSION ROD

CHAIN LINK

FABRIC

GUIDE ROLLER

ASSEMBLY

TRACK / RAIL

WELDED JOINT

50.8mm SQ

STIFFENER

50.8mm SQ

UPRIGHT

50.8mm x

101.6mm RAIL

POST TOP

CABLE REINFORCING (IF REQUIRED).

PROVIDE TWIST-OFF METAL TIES TO

SECURE CABLE TO FABRIC @ 24" OC &

U-BOLTS TO SECURE TO UPRIGHTS.

TENSION

ROD

CHAIN LINK FABRIC

50.8mm

UPRIGHT

(3) STRANDS OF BARBED WIRE, EA

CONSISTING OF 2 STRAND LINE WIRE

W/ 4 PT BARBS.

50.8mm SQ

UPRIGHT

TRUSS ROD

50.8mm x 101.6mm

BOTTOM RAIL

PROVIDE CONCRETE FOOTING (*)

KEEPER

50.8mm SQ

UPRIGHT

330.2mm

152.4mm

672mm

(*) POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION. MINIMUM FOOTING

DIAMETERS (TO BE FILLED W/ 27,579 KPA CONC): 1016 Ø FOR 203.2mm POST; 914.4mm Ø FOR 152.4mm POST; 609.6mm Ø FOR 101.6 POST; OTHER SIZES TO BE

NOTE: BARBED WIRE NOT SHOWN ON FENCE PORTION

FOR CLARITY. SEE SHEET CP5516 FOR BARBED WIRE

TYPE.

POST TOPS

DOMED

304.8mm

MIN.

CONCRETE

KEEPER BASE

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SCALE: NTS

FENCE DETAILS. - CANTILEVER GATE

NOTE:

1. GATE SHALL BE TWO SINGLE GATES MIRRORED, WITH A CLEAR OPENING OF 18.3M.

2. CONTRACTOR SHALL USE MANUFACTURES SPECIFICATIONS FOR DOUBLE SWING GATE.

M E

N D

D D

O T

O V

T E

P O

L E

A U

A-402

WOMEN

MEN

CH TYP EA.

867 760 760 1,011 940 940 1,082

W R

U R

MG-1 AT EACH

LAV TYPICAL SEE

ELEVATIONS

U R

PTDWR

SD SD SD

5' - 0" 1,520

FD SEE

NOTE 8

CH TYP EA.

6 "

SMLD

ROOM

ENTRANCE

SCREEN

ROOM

ENTRANCE

SCREEN

MG-2

940 940 455 1,066

SLOPE FLR

2,410

SMLD MG-2

ROOM

ENTRANCE

SCREEN

WALL TILE

AS SCHED.

BASE TILE

AS SCHED.

TPN

MG-1

TPN

WALL TILE

AS SCHED.

BASE TILE

SCHED.

WALL MOUNTED

LGT FIXTURE SEE

ELECTRICAL

MG-1MG-1

PTDWR

A-402

ROOM

ENTRANCE

SCREEN

SMLD

PTDWR

SMLDMG-2

ROOM

ENTRANCE

SCREEN

SMLD

PTDWR

MG-1

URS

TPN

WALL TILE

AS SCHED.

BASE TILE

SCHED.

WALL MOUNTED

LGT FIXTURE SEE

ELECTRICAL

MG-1MG-1

A-402

PTDWR

WALL TILE

BASE TILE AS SCHED.

TPNURS

38MM DIAM. GRAB BAR

WALL TILE AS PER

SCHED.

914MM ABOVE FIN FLR.

CEMENTITIOUS BACKER BD

OVER MTL STUDS

MET. STUD

MEMBRANE

16MM CEMENTITIOUS

BACKER UNIT

STEEL BACKING SUPPORT ,

SEE DETAIL 1/A-408

CEMENTITIOUS BACKER

BD OVER MTL STUDS

FIN. FLR.

38 x 140MM FRAME W/

BRACING SPACED @ 760MM

o.c. MAX

SOLID SURFACE COUNTERTOP,

FRONT EDGES & BACKSPLASH

REMOVEABLE PLASTIC LAM-CLAD

PANELS TO BE ATTACHED W/

CONCEALED FASTENERS, SEE

SPEC AS NOTED GENERAL NOTE

10MM TOGGLE BOLTS @ EA

STUD

TILE PER FINISH SCHEDULE,

SEE GENERAL NOTE 1

UNDERMOUNT LAV

MIRROR; BOTTOM EDGE NOT TO

EXCEED 1015MM MAX. ABOVE FIN.

FLR. AS PER FIXTURE MOUNTING

E M

O U

N T'

G H

BLOCKING AS REQ'D

KEYLESS CAM LOCK OR APPROVED

EQUAL ATTACHED TO FIXED PANEL AT

ALL REMOVEABLE PANEL LOCATIONS

CONT. STL CLEAT

ATTACHED TO FRAME

10"X10" ACCESS PANEL

WHERE INDICATED

10MM TOGGLE BOLTS @ EA

STUD

TOILET ACCESSORY LEGEND:

(CH) COAT HOOK

(FSS) FOLDING SHOWER SEAT

(GB-1) GRAB BAR L 54"X36"

(GB-2) GRAB BAR 30"X33"X33"

(HSD) HAND SANITIZER DISPENSER

(MG-1) MIRROR, GLASS 24" W x 36" H (MG-2) MIRROR, GLASS 24" W x 70" H (MG-3) MIRROR, GLASS 24" W x 36" H WITH METAL SHELF

(MH) MOP HOLDER

(PTDWR) COMB. PAPER TOWEL DISPENSER/WASTE RECEPTACLE

(SC) SHOWER CURTAIN

(SCR) SHOWER CURTAIN ROD

(SD) SOAP DISPENSER (N.I.C.)

(SH) SOAP HOLDER

(SMLD) SHELF, METAL, LIGHT DUTY

(SND) SANITARY NAPKIN DISPOSER

(TB) TOWEL BAR

(TP) TOWEL PIN

(TPN) TOILET PARTITION

(TTD) TOILET TISSUE DISPENSER

(URS) URINAL SCREEN

1. FOR FLOOR, WALL AND BASE TILE FINISHES AND PATTERNS SEE DRAWING SHEET I-700

AND SPECIFICATION SECTION: CERAMIC, QUARRY AND GLASS TILING 09 30 10. FOR

COLOR SEE SPECIFICATION SECTION: SCHEDULE FOR FINISHES 09 06 90.

2. FOR VANITY SEE SPECIFICATION SECTION: PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS 06 41 16. COUNTER TOP, BACKSPLASH AND FRONT EDGE TO SOLID SURFACE.

3. FOR TOILET PARTITIONS (TPN) AND URINAL SCREENS (URS) SEE SPECIFICATION

SECTION: TOILET COMPARTMENTS 10 21 13.

4. FOR TOILET ACCESSORIES SEE SPECIFICATION SECTION 10 28 13.

5. SEE PLUMBING FOR FIXTURE TYPE FOR HANDICAPPED ACCESSIBLE HEIGHT.

6. FLOOR OR WALL MOUNTED FIXTURES, SEE PLUMBING SCHEDULE.

7. FOLLOW THE FIXTURE MOUNTING HEIGHT SHOWN ON SHEET A-401 FOR LOCATING

TOILET ACCESSORIES.

8. SLOPE FLOOR TO (FD) FLOOR DRAINS SEE STRUCTURAL. SEE PLUMBING FOR DRAIN

PIPE.

9. SHOWER RECEPTOR TO BE ADA COMPLIANT AND SHALL BE A 13mm MIN THICK SOLID

SURFACE SHOWER FLOOR, SEE SPECIFICATION SECTION 06 61 16.

GENERAL NOTES - SHEETS 401 - 404:

CONC. SLAB,

SEE STRUCT

SLOPE FLOOR TO DRAIN

MTL STUDS AS

SCHED.

WATERPROOF

MEMBRANE

5/8" CEMENTITIOUS

BACKER BOARD

WALL TILE AS SCHED.

BOND COAT

REINFORCED RECESSED SLAB

BASE TILE AS SCHED.

NOTE:

SEE TILE COUNCIL OF AMERICA (TCNA)

DETAIL NO. F121 FOR FLOORS AND W244C FOR WALLS

UNLESS OTHERWISE NOTED

FLOOR TILE AS

SCHED.

MORTAR BED

TILE CONTROL JOINT

REINFORCED

RECESSED SLAB

FLOOR TILE AS SCHED.

MORTAR BED

US Army Corps of Engineers ®

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1 : 50A-402

2ND FLOOR - TOILET ROOMS 215 & 2161

1 : 50A-402

RM 215 NORTH ELEV2

1 : 50A-402

RM 215 EAST ELEV3

1 : 50A-402

WOMEN (RM 215) SOUTH ELEV4

1 : 50A-402

RM 215 WEST ELEV5

1 : 50A-402

MEN (RM 216) SOUTH ELEV8

1 : 50A-402

RM 216 WEST ELEV9

1 : 50A-402

MEN (RM 216) NORTH ELEV6 1 : 50A-402

RM 216 EAST ELEV7

1 : 4A-402

11 GRAB BAR MOUNTING DETAIL

1 : 8A-402

10 VANITY CASEWORK DETAIL

1 : 2A-402

TILE COVE DETAIL12

SCALE:

0 16080

1 : 2

SCALE:

0 640320

1 : 8SCALE:

0 40002000

1 : 50

SCALE:

0 320160

1 : 4

1 : 2A-402

13 TILE CONTROL JOINT

E N

A U G

N O

A-404

A-404 2

BREAK

ROOM

JANT

4,310

M H

A-404

SC & SCR

2,715

TTD

SH & SHELF

MG-2

MG-3

1,000 975 515 1,097

A-403

PTWR-1

WALL MOUNTED

CABINET ABOVE

A-40411

BREAK

AREA

3, 2, 2, K L

A-404

EQUIP. BY

OTHERS

AS SCHED.

BUILT-IN SS

COUNTER

EQ EQ EQ

SUPPORT BRACKETS

ELECT. FIXTURE,

SEE A-114 & ELECT.

DWGS.

LOW MAINTENANCE

ACOUSTICAL WALL

PANELS, SEE

SPEC 09 84 20

A-408

2, A-406

EQUIPMENT BY

OTHERS AS

SCHED.

305762762762915762

WALL CABINET

w/ ADJ SHELVES

BASE CABINET

w/ ADJ SHELVES

SS CNT TP &

BACKSPLASH

GYP BD FUR DOWN

RESILIENT BASE

(RB)

MG-2

1, 1, 1, WALL

TILE AS

SCHED.

BASE TILE

AS SCHED.

C 18

MG-3

SCR

TTD

1, 1, 2, 2, TO

B O

T O

G E

SOLID

SURFACE

SHOWER

ENCLOSURE

1, A-403 SOLID

SURFACE

EDGE

TRIM

PTWR-1

1, C

TTD

1, MOP SINK

1, 1, 9 2, 1,067 457 1,067

EQUIP. BY

OTHERS

AS SCHED.

762 762 760 305 762

TOILET ACCESSORY LEGEND:

(CH) COAT HOOK

(FSS) FOLDING SHOWER SEAT

(GB-1) GRAB BAR L 54"X36"

(GB-2) GRAB BAR 30"X33"X33"

(HSD) HAND SANITIZER DISPENSER

(MG-1) MIRROR, GLASS 24" W x 36" H (MG-2) MIRROR, GLASS 24" W x 70" H (MG-3) MIRROR, GLASS 24" W x 36" H WITH METAL SHELF

(MH) MOP HOLDER

(PTDWR) COMB. PAPER TOWEL DISPENSER/WASTE RECEPTACLE

(SC) SHOWER CURTAIN

(SCR) SHOWER CURTAIN ROD

(SD) SOAP DISPENSER (N.I.C.)

(SH) SOAP HOLDER

(SMLD) SHELF, METAL, LIGHT DUTY

(SND) SANITARY NAPKIN DISPOSER

(TB) TOWEL BAR

(TP) TOWEL PIN

(TPN) TOILET PARTITION

(TTD) TOILET TISSUE DISPENSER

(URS) URINAL SCREEN

1. FOR FLOOR, WALL AND BASE TILE FINISHES AND PATTERNS SEE DRAWING SHEET I-700

AND SPECIFICATION SECTION: CERAMIC, QUARRY AND GLASS TILING 09 30 10. FOR

COLOR SEE SPECIFICATION SECTION: SCHEDULE FOR FINISHES 09 06 90.

2. FOR VANITY SEE SPECIFICATION SECTION: PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS 06 41 16. COUNTER TOP, BACKSPLASH AND FRONT EDGE TO SOLID SURFACE.

3. FOR TOILET PARTITIONS (TPN) AND URINAL SCREENS (URS) SEE SPECIFICATION

SECTION: TOILET COMPARTMENTS 10 21 13.

4. FOR TOILET ACCESSORIES SEE SPECIFICATION SECTION 10 28 13.

5. SEE PLUMBING FOR FIXTURE TYPE FOR HANDICAPPED ACCESSIBLE HEIGHT.

6. FLOOR OR WALL MOUNTED FIXTURES, SEE PLUMBING SCHEDULE.

7. FOLLOW THE FIXTURE MOUNTING HEIGHT SHOWN ON SHEET A-401 FOR LOCATING

TOILET ACCESSORIES.

8. SLOPE FLOOR TO (FD) FLOOR DRAINS SEE STRUCTURAL. SEE PLUMBING FOR DRAIN

PIPE.

9. SHOWER RECEPTOR TO BE ADA COMPLIANT AND SHALL BE A 13mm MIN THICK SOLID

SURFACE SHOWER FLOOR, SEE SPECIFICATION SECTION 06 61 16.

GENERAL NOTES - SHEETS 401 - 404:

381 762 915 762 762 AS REQ'D.

FILLER PANEL

WALL CABINET w/

ADJ SHELVES

EQUIPMENT BY

OTHERS AS SCHED.

BASE CABINET w/

ADJ SHELVES

SS COUNTERTOP

& BACKSPLASH

FILLER PANEL

US Army Corps of Engineers ®

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1 : 50A-404

BREAKROOM 1291

1 : 25A-404

RMS 240 & 2414

1 : 50A-404

BREAK AREA RM 20610

1 : 50A-404

11 BREAK AREA RM 206

1 : 25A-404

3 BREAKRM 129

1 : 25A-404

8 TOILET RM 240

1 : 25A-404

6 TOILET RM 240

1 : 25A-404

7 TOILET RM 240

1 : 25A-404

9 TOILET RM 240

1 : 25A-404

2 JAN RM 128

1 : 25A-404

5 KITCHEN RM 241

1 : 25A-404

ENLARGED ELEV- BREAK AREA RM 20612

SCALE:

0 20001000

1 : 25SCALE:

0 40002000

1 : 50

E N

A U G

N O

A-405

3,572 1,180 +/-

2, STAINLESS

STEEL

COUNTERTOP

A-405

1070 MM WIDE HEAVY

DUTY SWING GATE W/

SPRING LOADED HINGES

AND SST FINISH

FIXED CABINET,

BELOW

HALF WALL, SIM

TO PARTITION

TYPE H, SEE A-607

CORNER GUARD AS SCHED

SEE I-601, NOTE 13

A-405

STAINLESS

STEEL

COUNTERTOP

2,454

1, A-405

HALF WALL, PLAM

FINISH TO MATCH

ADJACENT CABINET

1070MM WIDE HEAVY

DUTY SWING GATE

W/ SPRING LOADED

HINGES AND SST FINISH

FIXED CABINET BELOW

A-405

3,505

SOLID SURFACE

COUNTERTOP

CASED OPENING

FOR DIMEMSIONS, SEE A-122

COUNTER SHUTTER (CD1)

6" 1, 1,180 1,180 1,180

TYP

STAINLESS STEEL

COUNTERTOP

PLAM FINISH ON FIXED

SHELF AND ON VERTICAL

DIVIDERS

TOE KICK

1, LOW WALL

FIXED VERTICAL DIVIDERS

TYP

HEAVY DUTY

SWING GATE 1,

1,220 1,220

STAINLESS STEEL

COUNTERTOP

PLAM FINISH ON

FIXED SHELF AND ON

VERTICAL DIVIDERS

FIXED VERTICAL DIVIDERS

HALF WALL

TOE KICK

TYP

1,0671,0671,067

ADJ SHELF

PLAM FINISH

PLAM

FINISH

COUNTER SHUTTER (CD1),

SEE A-602 FOR DETAILS

DRAWER

PLAM FINISH

SOLID SURFACE

COUNTERTOP

STAINLESS STEEL

COUNTERTOP

TOE KICK

LOW WALL

PLAM FINISH

1,1801,1801,180

PLAM FINISH

FIN. FLR.

STAINLESS STEEL

COUNTERTOP

TOE KICK

PLAM FINISH

1,2201,220

US Army Corps of Engineers ®

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1 : 25A-405

1 SPECIAL TOOLS RM 117

1 : 25A-405

4 BENCH STOCK RM 119

1 : 25A-405

7 FLIGHT OPS RM 207

1 : 25A-405

INT ELEV RM 1172

1 : 25A-405

INT EL RM 1195

1 : 25A-405

INT EL RM 2078

1 : 25A-405

INT ELEV RM 1173

1 : 25A-405

INT EL RM 1196 SCALE:

0 20001000

1 : 25

E N

E N D

A U

G G

N O

SOLID SURFACE COUNTERTOP w/ SQ EDGE

FIXED SHELF w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

FIXED SIDE & BACK PANELS,

PLAM FINISH ALL EXPOSED

SIDES w/ SQUARE EDGE INSET

PVC EDGE BANDING TYP

FIXED SHELF w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

1, RESILIENT BASE AS SCHED.

89 762 64

6131,2191,2191,219

1, PLAM FINISH

A-406

1, SOLID SURFACE

COUNTERTOP

PLAM FINISH ON FIXED

SHELF AND ON VERTICAL

DIVIDERS

FIXED VERTICAL DIVIDERS

HALF WALL

TOE KICK

TYP

457 1,219 1,219 1,219

A-406

4,279

SOLID SURFACE COUNTERTOP

A-406

915MM WIDE HEAVY DUTY

SWING GATE

W/ SPRING LOADED

HINGES AND SOLID

SURFACE FINISH

13MM SOLID SURFACE (SS)

COUNTERTOP (CNT TP) &

COVE BACKSPLASH

PLAM FACE (TYP)

EQUIPMENT BY OTHERS

DOOR & DRAWER

FRONTS w/ SQUARE

EDGE INSET PVC EDGE

BANDING TYP

ADJ SHELVING w/ SQUARE

EDGE INSET PVC EDGE

BANDING TYP

ADJ SHELVING w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

DRAWER

GYP BD FUR DOWN

2' - 0"

RESILIENT BASE AS

SCHED.

BLOCKING AS REQ'D TO

SUPPORT CABINET IN

ACCORDANCE WITH AWI

100MM WIRE DOOR &

DRAWER PULLS TYP.

REVEAL

38MM BUILT-UP FULL

ROUND FRONT EDGE

PLAM FINISH (TYP)

100MM WIRE PULL TYP

RECESSED MORTISED

FLUSH SHELF SUPPORTS

TYP

RECESSED MORTISED FLUSH

SHELF SUPPORTS TYP

1 1

0' - 2"

0' - 4"

6 "

R 394

13 MM SOLID SURFACE

ON 19MM PLY WD.

STAINLESS STEEL 1/4"

MANUFACTUERED BRACKET ACHORED

3'-0" O.C. TYPICAL

HEX LAG SCREW SS 3/8" X3" TO 2X4

BLOCKING TO 20 GAGE STUD FRAME

(USE EXPANSION BOLTS AT VAULT

WALL)

ELEV VIEW PLAN VIEW

2' - 0 1/2"

2 "

38MM BUILT-UP

FULL ROUND

FRONT EDGE

GROMMET 1200MM O.C.

US Army Corps of Engineers ®

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5 COUNTER SECTION

1 : 25A-406

2 INT EL RM 125

1 : 25A-406

3 INT EL RM 125

1 : 25A-406

1 QC/QA RM 125

1 : 10A-406

4 TYP CABINET DET

SCALE:

0 800400

1 : 10

SCALE:

0 20001000

1 : 25

1 : 4A-406

6 WORKBENCH DETAIL

E N

E N D

A U

HALF WALL w/ PLAM FINISH

G G

N O

GLASS MATT

PROTECTION BOARD

ON RIGID INSUL

INSULATED MECHANICAL

EQUIPMENT CURB

PREMANUFACTURED WITH

INTEGRAL FLANGE AND

CRICKET

MECH. EQUIP. HOOD

PT BLOCKING

AS REQ'D.

SELF ADHERED

MEMBRANE

UNDERLAYMENT

STANDING SEAM

TRAPAZOID MTL

ROOF PANEL

FORMED METAL CRICKET

PER ROOF MANUFR., TYP.

SEALANT TAPE BETWEEN

ROOF PANEL AND FLANGE

INTEGRAL ROOF

PANEL CLOSURE

FOR TRAPAZOID

ROOF PANEL

COORD. SPCG. W/

ROOF PANEL SYSTEM

INTEGRAL ROOF

PANEL CLOSURE

STANDING SEAM TRAPAZOID ROOF PANEL PROFILE

CLOSURE PROFILE

SEE MECH.

OPNG. SIZE

CONT. FLASHING PER

ROOF MANUFR., TYP.

CONT. COUNTER FLASHING

PER ROOF MANUFR., TYP.

MECH. DUCT, SEE

MWCH. DWGS., TYP.

FORMED METAL CRICKET

PER ROOF MANUFR., TYP.

OUTLINE OF MECH.

EQUIP. HOOD ABOVE

COORD. SPCG. W/

ROOF PANEL SYSTEM

METAL PANEL CLIP PER ROOF

MANUFR., TYP.

METAL ROOF PANEL

FOAM CORE INSULATED

METAL WALL PANELS

R 20 TONGUE AND

GROOVE WITH CONT

SEALANT CONCEALED

ANCHOR CLIPS

CONT. METAL PARAPET

CAP FLASHING, TYP.

PVC MEMBRANE ADHERED

COUNTER FLASH

16 MM GLASS MATT GYP SHEATHING ON

3.62MM MTL STUD FRAME

LAP SEALANT

PVC MEMBRANE ADHERED

ROOF SYSTEM

TAPERED INSULFOR

SLOPE TO DRAIN

PT BLOCKING

GLASS MATT GYP

PROTECTION BOARD

INSUL MTL WALL

PANEL SYSTEM

SPRAY POLYURETHANE

STRUCT. BEAM, SEE

STRUCT. DWGS., TYP.

RIP AND TAPER PT BLOCKING

AS REQ'D. TO SHIM SUPPORT

FOR PARAPET CAP FLASH, TYP.

CONT. METAL PANEL CLIP,

EA. SIDE, OF PARAPET TYP.

ROOF DRAIN ASSEMBLY,

SEE SPECS., TYP.

152MM DIA. DRAIN PIPE,

SEE MECH. DWGS., TYP.

1/2" GLASS MAT

GYPSUM SHEATHING

INSULATION

PROTECTION BOARD

24" X 48" METAL

DECKPLATE DRAIN

SUPPORT. FASTEN TO

METAL ROOF DECKING

3" METAL

ROOF

DECKING

RIGID BOARD

INSULATION

PVC

MEMBRANE

ROOFING

PVC MEMBRANE

ADHERED TO ROOF

SYSTEM , TYP.

PT BLOCKING AS

REQ'D., TYP.

PT BLOCKING AS

REQ'D., TYP.

CONT. BENT PLATE @

OPNG., SEE STRUCT., TYP.

US Army Corps of Engineers ®

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1 : 10A-510

ROOF EXHAST DETAIL2

1 : 10A-510

PARAPET WALL DETAIL3

1 : 5A-510

ROOF DRAIN1

SCALE:

0 400200

1 : 5

SCALE:

0 800400

1 : 10

E N

A U G

HG N

L FG FWD FHMFGWDNL FR

DOOR PANEL TYPE

P21 NLHM

P21 NLWD

P21HM NLHM FR

P21WD NLWD FR

P10HM HGHM

P10WD HGWD

P00HM FHMP30HM FGHM P30HM FGWD P00WD FWD

P21 NL P21 NL FR

435 240

200 100

200 100 1, EQ 593 EQ

1, EQ 593 EQ

GLAZING SCHEDULE

G-1 INSULATING LAMINATED, LOW-E

G-2 INSULATING LAMINATED - TEMPERED, LOW-E

G-3 INSULATED LAMINATED -TEMPERED

G-4 INSULATED LAMINATED

G-5 CLEAR TEMPERED

G-6 FIRE GLAZING

G-8 INSULATED SPANDREL

G-7 CLEAR GLASS

2, 900 1,800

1,410

2, 1,016

2, F00HM

F21HM

F60STL VAULT

1, 1, COUNTER

SHUTTER

CD1

GYP WALL

FRAME

MASONRY

FRAME

2, 2, F10HM

FCW00AL

ALUMINUM

FRAME

FRAME TYPES

SCHED OPENING

50 50

SCHED OPENING

1,800 1,016

2, 2, 2, 2, 2, A-605

A-605

2, 1,969

MIN

MIN DISTANCE

UNLESS OTHERWISE NOTED

OVERHEAD COILING

DOOR, SEE

SPEC 08 33 23

V105 1/A-605 2/A-605 3/A-605VAULT1 VAULT 1016 2,100 MFR PER MRF PER MFR HW-24 SEE SPEC 08 34 59

US Army Corps of Engineers ®

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DOOR SCHEDULE - FIRST FLOOR

Door Panels Frame

Ha rd wa re

S et

CommentsNu m be r

Ra tin g (M in ut es

Gl az in g

Nu m be r o f P an els

Pa ne l 1 T yp e

Pa ne l 2 T yp e

Widths

He ig ht

Fr am e D ep th

Fr am e T yp e

He ad

D et ail

Ja m b De ta il

Th re sh ol d De ta il

Ja m b W id th

He ad

H eig ht

Pa ne l 1

Pa ne l 2

01_LEVEL_FF

101A 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 6A/A-603 7/A-603 3/A-603 50 100 HW-3 102A 45 G-6 1 P60STL 3,000 3,000 300 F60STL : RU 1/A-606 1/A-606 1A-606 0 381 HW-7

102B G-6 1 P10HM : HGHM 900 2,100 196 F10HM 6/A-603 7/A-603 50 50 HW-3

102C G-6 1 P10HM : HGHM 900 2,100 200 F10HM 6/A-603 7/A-603 50 50 HW-3

102D 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 6A/A-603 7/A-603 50 100 HW-3

103 G-5 1 P21HM : NLHM 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-14

104A G-3 1 P21HM : NLHM 900 2,100 200 F00HM 6/A-603 7/A-603 3/A-603 50 100 HW-2

104B 1 P00HM : FHM 900 2,100 200 F00HM 1/A-604 2/A-604 50 100 HW-14

106 G-5 1 P21HM : NLHM 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-14

107 G-5 1 P21HM : NLHM 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-14

108 G-3 1 P10HM : HGHM 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-4

109A G-5 1 P21HM : NLHM 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-14

109B 1 P00HM : FHM 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-3

110A 45 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 3/A-604 4/A-604 50 50 HW-6 110B 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8/A-603 9/A-603 3/A-603 50 50 HW-5

111 45 G-6 1 P21HM : NLHM FR 900 2,100 190 F00HM 3/A-604 4/A-604 50 50 HW-23

112B 45 1 P60STL 2,400 3,000 300 F60STL : RU 2/A-606 2/A-606 2/A-606 0 381 HW-8

112C 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-11

112D G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 3/A-603 50 100 HW-2

113 45 2 P00HM : FHM P00HM : FHM 900 900 2,100 322 F00HM 3/A-604 4/A-604 50 100 HW-6

114A G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 3/A-603 50 100 HW-2

114B 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-11

114C 45 G-6 1 P60STL 2,400 3,000 300 F60STL : RU 2/A-606 2/A-606 2/A-606 0 381 HW-8

115A 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-11

115B G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 3/A-603 50 100 HW-2

115C 1 P00HM : FHM 900 2,100 200 F00HM 1/A-604 2/A-604 50 50 HW-14

116 1 P00HM : FHM 900 2,100 200 F00HM 1/A-604 2/A-604 50 100 HW-13

117A 45 G-6 2 P21HM : NLHM FR P21HM : NLHM FR 900 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-6

117B G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 3/A-603 50 100 HW-2

118 1 P00HM : FHM 900 2,100 190 F00HM 1/A-604 2/A-604 50 100 HW-18A

119A G-5 1 P21WD : NLWD 900 2,100 190 F00HM 1/A-604 2/A-604 50 100 HW-14

119B G-3 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-5

120 1 P00WD : FWD 900 2,100 206 F00HM 15/A-604 16/A-604 7A-605 50 50 HW-16

121 1 P00WD : FWD 900 2,100 146 F00HM 11/A-604 12/A-604 7A-605 50 50 HW-16

122 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 5/A-604 6/A-604 50 100 HW-11

123 1 P00WD : FWD 900 2,100 190 F00HM 5/A-604 6/A-604 50 100 HW-9

124 1 P00WD : FWD 900 2,100 190 F00HM 5/A-604 6/A-604 50 100 HW-14

125 G-5 1 P30HM : P30HM FGHM 900 2,100 146 F21HM 13/A-604 14/A-604 50 50 HW-9

126A 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-11

126B G-3 1 P10HM : HGHM 900 2,100 200 F10HM 4/A-603 5/A-603 3/A-603 50 100 HW-2

127 G-5 1 P30HM : P30HM FGHM 900 2,100 146 F21HM 13/A-604 14/A-604 50 50 HW-9

128 1 P00WD : FWD 900 2,100 146 F00HM 11/A-604 12/A-604 50 50 HW-18

129A G-5 1 P30HM : P30HM FGHM 900 2,100 146 F21HM 11/A-604 12/A-604 50 50 HW-29

129B 60 G-6 1 P21WD : NLWD FR 900 2,100 300 F00HM 9/A-604 10/A-604 50 100 HW-29

130 G-6 1 P21WD : NLWD 900 2,100 190 F00HM 5/A-604 6/A-604 50 100 HW-9

131 60 G-6 1 P21WD : NLWD FR 900 2,100 300 F00HM 9/A-604 10/A-604 50 100 HW-11

132 60 G-6 1 P21WD : NLWD FR 900 2,100 146 F00HM 13/A-604 14/A-604 50 100 HW-11

133 1 P00WD : FWD 900 2,100 146 F00HM 11/A-604 12/A-604 50 50 HW-9

134 1 P00WD : FWD 900 2,100 146 F00HM 11/A-604 12/A-604 50 50 HW-9

135 1 P00WD : FWD 900 2,100 146 F00HM 11/A-604 12/A-604 50 50 HW-9

C101A G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 5A/A-603 50 100 HW-3

C101B 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-15

C102A 45 G-6 1 P21HM : NLHM FR 900 2,100 290 F00HM 1/A-603 2/A-603 3/A-603 50 100 HW-3

C102B 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-15

C103A 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-15

C103B 60 G-6 1 P21WD : NLWD FR 900 2,100 300 F00HM 9/A-604 10 & 11/A-605 50 100 HW-15

C104A 60 G-6 1 P21WD : NLWD FR 900 2,100 190 F00HM 5/A-604 6/A-604 50 100 HW-15

C104B G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 5A/A-603 50 100 HW-3

C105A 45 G-6 1 P21HM : NLHM FR 900 2,100 200 F00HM 3/A-604 4/A-604 50 100 HW-15

C105B 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8AA-603 9/A-603 5A/A-603 50 100 HW-17

E101 1 P00HM : FHM 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 50 HW-4

E102 1 P00HM : FHM 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 50 HW-4

E103 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-5

E104 1 P00WD : FWD 900 2,100 190 F00HM 3/A-604 4/A-604 50 100 HW-18

E105 1 P00WD : FWD 900 2,100 190 F00HM 3/A-604 4/A-604 50 100 HW-18

H101 1 P00WD : FWD 900 2,100 324 F00HM - - - 50 50 HW-22

H102 1 P00WD : FWD 900 2,100 324 F00HM - - - 50 50 HW-22

L101 2 P30AL P30AL 900 900 2,400 121 FCW00AL 2/A-609 1/A609 4/A-609 50 50 HW-1

M101 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-5 M102 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-5

M103 1 P00WD : FWD 900 2,100 200 F00HM 8A/A-603 9/A-603 50 100 HW-4

M104 1 P00WD : FWD 900 2,100 146 F00HM 13/A-604 14/A-604 51 51 HW-18

M105 1 P00WD : FWD 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-4

M106 2 P00HM : FHM P00HM : FHM 900 900 2,100 200 F00HM 8A/A-603 9/A-603 3/A-603 50 100 HW-5 S101A G-3 1 P10HM : HGHM 900 2,100 200 F10HM 8/A-603 9/A-603 5A/A-603 50 100 HW-3

S101B 60 G-6 1 P21HM : NLHM FR 900 2,100 190 F00HM 1/A-604 2/A-604 50 100 HW-12

D O

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TYPE

A1 IHR FR

TYPE

B1 IHR FR

TYPE

C1 IHR FR

A-520

TYPE

D1 IHR

TYPE

E1 IHR FR

TYPE

F1 IHR FR

STRUCTURE

ABOVE

200 MM CMU

FINISH AS SCHEDULED

TYPE

G STC 45

G1 IHR FR

TYPE

CHASE

TYPE

CHASE

TYPE

200 MM CMU 200 MM CMU 300 MM CMU

FINISH AS SCHEDULED

300 MM CMU 300 MM CMU

16 MM GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE C

16 MM GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE D

16 MM GYP BD

ON 63 MM FURRING

EACH SIDE

FINISH AS SCHEDULED

WALL TYPE E

16 MM GYP BD ON

92 MM MTL STUDS

@ 400 MM O.C.,

FINISH AS

SCHEDULED

CEILING

AS SCHED..

STRUCTURE

ABOVE

16 MM GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE F

16 MM GYP BD

ON 92 MM MTL STUD

@ 400 MM O.C., FINISH

AS SCHEDULED,

WALL TYPE G

1 LAYER 16 MM

GYPSUM BD EA. FACE

ON 92 MM MTL STUD @

400 MM O.C., FINISH AS

SCHEDULED

16 MM GYP BD ON 92 MM

MTL STUDS @ 400 MM O.C.,

FINISH AS SCHEDULED

1 LAYER 16 MM GYPSUM

BD EA. FACE ON 150 MM

MTL STUD @ 400 MM

O.C., FINISH AS

SCHEDULED

TOP OF FOOTING

FIN. FLR.

AS SCHED..

1 LAYER 16 MM

GYPSUM BD EA. FACE

ON 150 MM MTL STUD

@ 400 MM O.C., FINISH

AS SCHEDULED

4 "

TYPE

200 MM CONCRETE

ARMS VAULT WALL

CONCRETE STRUCTURAL DECK

105 MM THICK FIBERGLASS

BLANKET INSULATION WHERE

SCHED. ON RM FIN SCHED.

SECURITY CAGE

PARTITION SEE

SPEC 10 22 13

WIRE MESH

CAGE COVER

POST ANCHOR

TO STRUCTURE

DECK ABOVE

U C

TYPE

TOP OF FOOTING

A-520

1 4 A-520 A-520

16 MM TYPE "X" GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE C1

16 MM TYPE "X" GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE D1

16 MM TYPE "X" GYP BD

ON 63 MM FURRING

EACH SIDE

FINISH AS SCHEDULED

WALL TYPE E1

16 MM TYPE "X" GYP BD

ON 63 MM FURRING

FINISH AS SCHEDULED

WALL TYPE F1

16 MM TYPE "X" GYP BD

ON 92 MM MTL STUD @

400 MM O.C., FINISH AS

SCHEDULED, WALL

TYPE G1

SIDE OCCUPIED

EXT. 1200 MIN.

TYPE

H2 STC 50

FIN. FLR.

AS SCHED..

2 LAYERS, 16 MM GYP.

BD, ALTERNATE

TAPE JOINTS ON 64 MM

MTL STUD @ 600 MM

O.C., W/BATT INSUL.,

FINISH AS SCHEDULED

EA. SIDE OF WALL

EXT. 1200 MIN.

CEILING

AS SCHED..

CEILING

AS SCHED..

CEILING

AS SCHED..

SECURITY CAGE

PARTITION SEE

SPEC 10 22 13

2, TOP/COVER

1. ERECT PARTITIONS IN ORDER OF RATING PRIORITY BEGINNING WITH

HIGHEST FIRE RATED PARTITION. CONSTRUCTION OF HIGHER RATED

PARTITIONS SHALL BE CONTINUOUS PAST/THROUGH LOWER RATED

INTERSECTING PARTITION.

2. FIRE RATED PARTITIONS:

A. EXTEND PARTITIONS FROM TOP OF SLAB TO UNDERSIDE OF

STRUCTURE. SEAL ENTIRE PERIMETER AND VOIDS SPACES WITH

FIRESTOP MATERIAL AS SPECIFIED IN SECTION 07 84 00

FIRESTOPPING.

B. PRIOR TO CONSTRUCTION, COORDINATE WITH MECHANICAL

CONTRACTOR AND FIRE DAMPER MFR'S WRITTEN INSTALLATION

INSTRUCTIONS, SEE SECTION 07 84 00 FIRESTOPPING,

3. ALL PARTITIONS CONTAINING PLUMBING OR HAVING A FACE EXPOSED TO

AN EXTERIOR WALL OR UNCONDITIONED SPACE SHALL BE INSULATED.

4. ALL ELECTRICAL AND MECHANICAL ROOMS SHALL HAVE THEIR

PERIMETER PARTITIONS INSULATED USING THERMAL INSULATION.

5. OFFICES, BREAKROOM, TRAINING ROOM, TOILET ROOMS,

SHOWER/LOCKER ROOMS, AND WALLS CONTAINING WASTE OR DRAIN

LINES SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED WITH

SOUND ATTENUATION BATTS. SEE THE ROOM FINISH SCHEDULE SHEET

I-601 FOR STC RATINGS.

6. DO NOT INSTALL GYP BD IN DIRECT CONTACT WITH THE FLOOR. ALL GYP

BD SHALL BE INSTALLED A MINIMUM OF 6 MM OFF THE FLOOR. WHERE

GYP BD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYP BD A

MAXIMUM OF 19 MM BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED.

7. NON-RATED PARTITIONS SHALL HAVE ENTIRE PERIMETER SEALED WITH

ACOUSTICAL SEALANT.

8. INSTALL METAL STUD BLOCKING IN PARTITIONS AT ALL WALL MOUNTED

EQUIPMENT. REFER TO PARTITION FRAMING DETAILS AND EQUIPMENT

SCHEDULES FOR WEIGHT OF WALL MOUNTED FIXTURES AND EQUIPMENT.

9. ALL PARTITIONS SCHEDULED TO RECEIVE TILE SHALL BE CONSTRUCTED

OF WATER-RESISTANT GYP BD AS SPECIFIED IN SECTION 09 29 00

GYPSUM BOARD.

10. DIFFERING PARTITION TYPES SHALL ALIGN SO THAT WALL PLANES

CONTINUE UNBROKEN WITHIN/ACROSS ROOMS AND/OR SPACES.

11. ALL GYP BD CEILINGS SHALL BE 16MM AND FINISHED AS SCHEDULED.

INTERIOR PARTITION NOTES:

US Army Corps of Engineers ®

SHEET ID

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AMENDMENT 0006

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US Army Corps of Engineers ®

SHEET ID

U .S

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ACT ACOUSTICAL CEILING TILE

AWC ACOUSTICAL WALLCOVERING

CONC CONCRETE

CR CHAIR RAIL OR CRASH RAIL

CPT CARPET TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

ETS EXPOSED TO STRUCTURE

FRRF FUEL RESISTIVE RESINIOUS FLOORING

GYP BD GYPSUM BOARD

GPC GROUND & POLISHED CONCRETE

IRGB IMPACT RESISTANT GYPSUM BOARD

LVT LUXURY VINYL TILE

PLYWD PLYWOOD

PNT PAINT

PLAM PLASTIC LAMINATE

P PAINT

PT PORCELAIN TILE

PWC PROTECTIVE WALLCOVERING

RB RESILIENT BASE

RT RUBBER TILE

SC SEALED CONCRETE

SD VCT STATIC DISSIPATIVE VINYL COMPOSITION TILE

SSTL STAINLESS STEEL

S STAIN

WD WOOD

WM WALK-OFF MATERIAL

XXX # MATERIAL FOLLOWED BY A NUMBER

RELATES ADDITIONAL FINISH INFORMATION

16 GA 304 SST

SUPPORT

BRACKET

SS.

POP RIVET

16 GA 304 SST

SHEET METAL SCREW

W/ ALLIGATOR ANCHOR

BLOCKING AS REQ'D

5 m m

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.

HEAVY DUTY STEEL CORNER GUARD

US Army Corps of Engineers ®

SHEET ID

U .S

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FIRST FLOOR FINISH SCHEDULE

ROOM

NO ROOM NAME

WALLS BASE MATERIAL FLOOR CEILING

REMARKS

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST MATL - CLR FIN MATL FINMATL FIN - CLR MATL

FIN -

CLR MATL

FIN -

CLR MATL FIN - CLR

101 UH-60 HANGAR BAY MTL CMU P-2 CMU P-2 - - CMU CMU - CONC FRRF ETS P-3

102 CH-47 HANGAR BAY CMU P-2 MTL CMU P-2 CMU P-2 - - CMU CMU CONC FRRF ETS P-3

103 AVN CO STORAGE CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

104 FUEL HANDLERS CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU RB RB RB RF ACT ACT-1

105 WEAPONS VAULT CONC P-2 CONC P-2 CONC P-2 CONC P-2 CONC CONC CONC CONC GPC - CONC P-3

106 HVY DET STOR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

107 MEDEVAC DET

STOR

CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

108 DECON CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU RB CMU CMU GPC - ETS P-3

109 TA 50 STOR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

110 PLL CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

111 COMPRESSOR ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

112 POWER TRAIN /

POWER PLANT

CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU CONC FRRF ETS P-3

113 PNEUDRALIC REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC FRRF ETS P-3 114 STRUCTURAL REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU CONC FRRF ETS P-3 115 AVIONICS REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SDF - ETS P-3

116 COMSEC STORAGE CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

117 SPECIAL TOOLS CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3 SEE NOTE 5 118 NVG SHOP CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SD VCT VCT-1 ETS P-3 119 BENCH STOCK CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3 SEE NOTE 5 120 MEN PT PT PT PT PT OVER CMU PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

121 WOMEN PT PT PT PT PT PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

122 HAZMAT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 123 RECYCLE GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 124 ULLS A GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 125 QC/QA GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 126 AMCOM GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 127 PC GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 128 JANT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 RB RB RB RB GPC - GYP BD P-3 129 BREAK ROOM GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 6, 14 130 AVN CREW GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 131 HVY HEL CREW GYP BD P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 132 MEDEVAC CREW GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 133 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15 134 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15 135 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15

C101 CORR CMU VARIES CMU P-1 CMU P-1 CMU P-1 PT PT PT PT GPC S-1 ETS P-3 SEE NOTES: 8, 13 C102 CORR CMU P-2 CMU P-1 CMU VARIES CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C103 CORR IRGB P-1 IRGB P-2 CMU P-2 IRGB P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C104 CORR CMU P-2 IRGB P-2 CMU P-2 CMU P-2 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C105 CORR CMU & GYP BD CMU P-2 CMU P-2 CMU P-2 CMU & RB CMU CMU CMU GPC - ETS P-3 SEE NOTES: 8, 13 C106 CORR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 E101 COM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 SEE NOTE 11 E102 ELECT CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 SEE NOTE 11 E103 ELECTRICAL ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 E104 ELECT CMU P-2 GYP BD P-1 GYP BD P-1 GYP BD P-1 - RB RB RB SC - ETS P-3 SEE NOTE 11 E105 COMM CMU P-2 CMU P-2 GYP BD P-1 GYP BD P-1 - CMU RB RB SC - ETS P-3 SEE NOTE 11 L101 LOBBY GYP BD OVER CMU VARIES GYP BD OVER CMU VARIES GYP BD OVER OVER CMU VARIES GYP BD OVER CMU VARIES PT PT PT PT GPC S-1 ACT & ETS P-3 M101 FIRE PROTECTION CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

M102 MECH. ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 - - - - SC - ETS P-3

M103 ELEV EQPT CMU P-2 CMU P-2 CMU P-2 CMU P-2 - - - - SC - ETS P-3

M104 MECHANICAL CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU SC - ETS P-3

S101 STAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 RB RB RB RB RT GYP BD P-3 SEE NOTES: 2, 7

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

COLORS AND SERIES I-100 FOR THE FLOOR FINISH PATTERNS.

2. STAIR POST AND RAILING BRUSH ALUMINUM FINISH WITH STAINLESS STEEL

CABLING.

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

4. PROVIDE SOLID SURFACE WINDOW SILLS AT ALL WINDOWS EXCEPT CLERESTORY

IN HANGAR.

5. PROVIDE STAINLESS STEEL COUNTERTOPS AT TOOL ISSUE, WEAPONS ISSUE,

AIRCRAFT PARTS ISSUE , AND CREW CHIEF WORK ROOMS.

6. PROVIDE SOLID SURFACE COUNTER TOPS AT BREAK ROOMS, TOILETS, QC/QA,

FLIGHT OPS, COMPANY PLANNING AND WHERE SCHEDULED.

7. STAIR S101 AND IN LOBBY RM L101 PROVIDE RESILIENT FLOORING TREADS,

RISERS AND LANDINGS.

8. PROVIDE STAINLESS STEEL (SST) CRASH RAIL (CR-1) 915MM ABOVE FINISH FLOOR .

SEE DETAIL 1/I-601 AND SPEC SECTION 06 20 00.

9. SEE DRAWING SERIES I-100 SHEETS FOR FLOOR FINISH PATTERN.

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

11. PROVIDE 19MM A/C FIRE RATED PLYWOOD THE ENTIRE LENGTH OF INDICATED

WALLS IN ROOMS E101, E102, E104, E105, E200 AND E201 TO 2,440MM AFF. FINISH

SHALL BE CLEAR SEALER , FIRE RATED STAMP SHALL BE VISIBLE.

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

13. PROVIDE STAINLESS STEEL CORNER GUARDS TO EXPOSED CORNERS ON THE

FIRST FLOOR SEE SERIES I-100, FINISH PLANS FOR LOCATIONS.

14. PROVIDE BLOCKING BEHIND WALL FINISHES TO RECEIVE WALL MOUNTED

EQUIPMENT. SEE FF&E PLANS FOR LOCATIONS AND SHEET A-408 FOR MOUNTING

DETAILS.

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

FINISH SCHEDULE NOTES:

ABBREVIATIONS:

1 : 2I-601

1 SST CRASH RAIL (CR-1)

SCALE:

0 16080

1 : 2

E N

D at e

E N D

D at e

1 : 2I-601

CORNER GUARD - 1ST FLOOR2

R O

O M

S C

R O

O M

S C

ACT ACOUSTICAL CEILING TILE

AWC ACOUSTICAL WALLCOVERING

CONC CONCRETE

CR CHAIR RAIL OR CRASH RAIL

CPT CARPET TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

ETS EXPOSED TO STRUCTURE

FRRF FUEL RESISTIVE RESINIOUS FLOORING

GYP BD GYPSUM BOARD

GPC GROUND & POLISHED CONCRETE

IRGB IMPACT RESISTANT GYPSUM BOARD

LVT LUXURY VINYL TILE

PLYWD PLYWOOD

PNT PAINT

PLAM PLASTIC LAMINATE

P PAINT

PT PORCELAIN TILE

PWC PROTECTIVE WALLCOVERING

RB RESILIENT BASE

RT RUBBER TILE

SC SEALED CONCRETE

SD VCT STATIC DISSIPATIVE VINYL COMPOSITION TILE

SDF STATIC DISSIPATIVE FLOORING

SSTL STAINLESS STEEL

S STAIN

WD WOOD

WM WALK-OFF MATERIAL

XXX # MATERIAL FOLLOWED BY A NUMBER

RELATES ADDITIONAL FINISH INFORMATION

0' - 1 1/4"

BLOCKING, SEE SHT

A-408 FOR EQUIPMENT

MOUNTING DETAILS

GYP BD

SEE WALL AND CORNER

GUARDS SPEC 10 26 13.00

1, 5M M

T O

BLOCKING, SEE SHT

A-408 FOR EQUIPMENT

MOUNTING DETAILS

GYP BD

PROTECTIVE COATING

SEE PAINT SPEC 09 90 00

RESILIENT CHAIR RAIL

WALL MOUNTED ALUM

CORNER GUARD COVER

ALUM RETAINER

FASTENERS PER CG MFR

THROUGH TO SOLID FRAME

GYP BD WALL FINISH AS SCHED

SEE WALL AND CORNER

GUARDS SPEC 10 26 13.00

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

I-602

C E

, J

-B M

O B

T K

C H

7E U

AMENDMENT 0006

O A

E, H O

N D

U R

M O

SECOND FLOOR FINISH SCHEDULE

ROOM

NO ROOM NAME

WALLS BASE MATERIAL FLOOR CEILING

REMARKS

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST MATL FIN MATL FINMATL FIN & CLR MATL FIN & CLR MATL FIN & CLR MATL FIN & CLR 202 DET ADMIN GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 203 DET SAFTY GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 204 DET CMDR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 205 DET SGT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 206 BREAK AREA GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 SEE NOTE 6, 17 207 FLIGHT OPS GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 SEE NOTE 15 208 NVG STOR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT…

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