AMENDMENT_0002_Attachment.pdf

Aircraft Maintenance Instructional Building 793AMIB

RTA SUBMITTAL

1.8 WARRANTY

Furnish manufacturer's no-dollar-limit warranty for the metal wall panel system. The warranty period is to be no less than twenty (2) years from the date of Government acceptance of the work. The warranty is to be issued directly to the Government. The warranty is to provide that if within the warranty period the metal wall panel system shows evidence of corrosion, perforation, rupture or excess weathering due to deterioration of the wall panel system resulting from defective materials and correction of the defective workmanship is to be the responsibility of the metal wall panel system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal wall panel system is under warranty are to be performed within 24 hours after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 24 hours of notification will constitute grounds for having emergency repairs performed by others and not void the warranty.

PART 2 PRODUCTS

2.1 PANEL MATERIALS

2.1.1 Steel Sheet

Roll-form steel wall and liner panels to the specified profile, minimum 22 gauge thickness for all steel sheet panel materials. Material must be plumb and true, and within the tolerances listed:

a. Galvanized Steel Sheet conforming to ASTM A653/A653M and AISI SG03-3.

c. Individual panels to have continuous length to cover the entire length of any unbroken wall area with no joints or seams and formed without warping, waviness, or ripples that are not part of the panel profile and free of damage to the finish coating system.

e. Provide panels with thermal expansion and contraction consistent with the type of system specified.

1. Profile shall be mfr. standard flush panels with reveal joints.

Size and layout to match drawings.

2. Smooth, flat surface texture.

2.1.2 Foam-Insulation Core Wall Panel

Provide factory-formed steel wall panel assembly fabricated from two sheets of metal with modified polyisocyanurate or polyurethane foam insulation core foamed-in-place during fabrication with joints between panels designed to form weather-tight seals. Include accessories required for weather-tight installation. Insulated metal panels shall serve as integrated air and vapor barrier, and shall include all flashing, pressure equalized seal plates and accessories required for an airtight and watertight installation.

a. Closed-Cell Content: 90 percent when tested according to ASTM D6226.

b. Density: 2.0 to 2.6 lb/cu. ft. when tested according to

ASTM D1622/D1622M.

c. Compressive Strength: Minimum 20 psi when tested according to

SECTION 07 42 63 Page 11

2.5.3 Sealants

Elastomeric type containing no oil or asphalt. Exposed sealant must cure to a rubberlike consistency. Concealed sealant must be the non-hardening type. Seam sealant must be factory-applied, non-skinning, non-drying, and must conform to the roofing manufacturer's recommendations. Silicone-based sealants must not be used in contact with finished metal panels and components unless approved otherwise by the Contracting Officer.

2.5.4 GASKETS AND INSULATING COMPOUNDS

Nonabsorptive and suitable for insulating contact points of incompatible materials. Insulating compounds must be nonrunning after drying.

2.6 RIGID INSULATION

Provide polyisocyanurate insulation to meet thickness and r-value indicated on drawings. Refer to PVC roofing specification for insulation and cover board requirements.

2.7 UNDERLAYMENT FOR WOOD SUBSTRATES

ASTM D226/D226M, Type I perforated, covered by water-resistant rosin sized building paper.

2.8 LINER PANELS

Fabricate liner panels of the same material as roof panels, and formed or patterned to prevent waviness and distortion. Liner panels must have a factory applied, one mil thick minimum painted coating on the inside face and a prime coat on the liner side.

2.9 SNOW GUARDS

General: Prefabricated, noncorrosive units designed to be installed without penetrating sheet metal roofing; complete with predrilled holes, clamps, or hooks for anchoring. Seam-Mounted, Bar-Type Snow Guards: Rail- or fence-type assembly consisting of stainless-steel rods, bars, or pipe held in place by stainless-steel clamps attached to vertical ribs of standing-seam sheet metal roofing.

a. Stainless-Steel finish.

PART 3 EXECUTION

Do not install building construction materials that show visible evidence of biological growth.

3.1 EXAMINATION

Examine surfaces to receive standing seam metal roofing and flashing.

Ensure that surfaces are plumb and true, clean, even, smooth, as dry and free from defects and projections which might affect the installation.

3.2 PROTECTION FROM CONTACT WITH DISSIMILAR MATERIALS

3.2.1 Cementitious Materials

Paint metal surfaces which will be in contact with mortar, concrete, or

SECTION 07 61 14.00 20 Page 13

a. Treads: Machine wheel treads concentric with bearing seats. The clear distance between flanges shall not exceed the width of the rail by more than 1/8 inch at the tread nor more than 1/4 inch at the edge of the flange. Machine internal bearing seats accurately for a press fit.

Heat treat wheels 18 inches or greater in diameter to obtain a rim hardness of 320 Brinnel.

b. Wheel bearings: Provide tapered roller or spherical bearings, either internal or cartridge type, arranged so that both horizontal and vertical loads shall be transferred to the rail only through the bearing. Bearings shall be tightly sealed and equipped with high-pressure grease fittings.

2.1.7.2 Fixed Pancake Top Guide Rollers

Horizontal type; each with single or double steel rollers of a suitable diameter and thickness for satisfactory performance under the designated load conditions and top guide system used. Provide permanently lubricated bearings. Rollers shall be stainless steel.

2.1.8 Weather Stripping

Provide adjustable and readily replaceable material. Provide as indicated and on vertical edges, sills, and heads to afford a weathertight installation.

2.1.8.1 Neoprene

Use flap-type, two-ply, cloth-inserted neoprene or extruded, double flap, single or dual opposed solid neoprene material on vertical edges and sills.

The two-ply material shall have a minimum thickness of 1/8 inch and shall be retained continuously for its full length and secured with rust-resistant fasteners 12 inches o.c. Extruded weather stripping with heavy center section shall be attached at 12 inches o.c., but continuous bar may be omitted. Clearance between metal parts on vertical edges of leaves and between leaves and jambs which are to be weather-stripped shall be as indicated.

2.1.8.2 Metallic

Form head weather stripping material between each leaf and the top guide system of not lighter than 18 gage galvanized sheet steel or flap-type, cloth-inserted neoprene, as indicated.

SECTION 08 34 16.10 Page 5

2.1.7.3 Vertical Floating Head Top Guide Rollers - DELETED

2.1.8.3 Hanging Head Flashing

Provide with the top guide system specified in Section 05 12 00 STRUCTURAL STEEL. Provide cloth-inserted neoprene weathering fastened to top of door leaves to engage the head flashing when doors are closed.

2.1.9 Fasteners

Either zinc-coated or cadmium-plated steel.

2.1.10 Sealant

Single-component or multicomponent elastomeric type conforming to ASTM C920, Type S or M, Grade NS, Class 12.5, Use NT. Provide a sealant that has been tested on the types of substrate to which it will be applied.

2.1.11 Primer

Red iron oxide, zinc oxide type, SSPC Paint 25.

2.1.12 Starters

Provide magnetic reversing starters in NEMA ICS 1, Type 12 enclosures equipped with access door-controlled, fused safety disconnect switches.

Starters shall be factory wired with overload and undervoltage protection, mechanical and electrical interlocks, auxiliary contacts, relays and timing devices as required, control circuit transformers, and a numbered terminal strip. The control circuit transformer shall reduce the voltage in the control circuits to 115 volts or less, and shall conform to UL 506.

2.1.13 Electrical

Provide conduit, wire, flexible cables, boxes, devices, and accessories, and install trolley duct,under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM. If permanent electrical power is not available when door installation is complete, provide temporary power under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, for testing and adjusting the doors.

2.2 FABRICATION

2.2.1 Doors

2.2.1.1 Frames and Framing

Door leaves shall be of welded or bolted construction. Joints shall develop 100 percent of the strength of the framing members. Vertical members shall be continuous throughout the height of the door. When required, prepare splices to facilitate field assembly in accordance with standard practice. Frames and framing members shall be true to dimensions and square in all directions; no leaf shall be bowed, warped, or out of line in the vertical or horizontal plane of the door opening by more than 1/8 inch in 20 feet. Provide diagonal bracing so that the completed leaf assembly will be braced to withstand shipping, assembly, and operational loads. Exposed welds and welds which interfere with the installation of various parts such as cover sheets shall be ground smooth.

SECTION 08 34 16.10 Page 6

2.2.1.2 Exterior Covering and Interior Liner Sheets

Flat sheets shall be fastened to the frame either by edge welding, plug welding, or threaded fasteners 12 inches o.c. Where flat sheets are attached as either exterior covering or interior liner sheets, the clear unsupported area shall not exceed 25 square feet. Make edges of exterior sheets weathertight with sealant.

2.2.2 Locking Devices

Do not provide locking devices on motor-operated hangar doors.

2.2.3 Tractor Pulls

Provide tractor pulls so that leaves can be towed by a tractor or similar equipment in the event of power failure. The tractor pull shall be designed for drive force to tow door or 5000 pounds whichever is greater.

Minimum thickness steel plate shall be 3/8 inch.

2.2.4 Track Cleaners

Provide a device to clear debris from the rail head and wheel flange grooves as the leaf is moved.

2.2.5 Cable System for Group Doors

The minimum size for the cable which interconnects the leaves shall be 3/8 inch; the cables shall be improved plow steel with lubricated hemp centers or wire rope cores. Sheaves over which the cables operate shall have a diameter of at least 18 cable diameters and either sealed ball-or roller-type bearings or graphite bronze bearings of a sufficient capacity for the operating loads. Grease fittings shall be provided for the sheave bearings unless permanently lubricated bearings are used.

2.3 OPERATION

2.3.1 Hangar Door Types

Hangar doors shall be biparting .

SECTION 08 34 16.10 Page 7

2.3.1.1 Individually Operated Doors - DELETED

2.3.1.2 Floating Group Doors - DELETED

DIVISION 3: INTERIOR CONCRETE PAINT TABLE

Primer: Intermediate: Topcoat:

MPI 77 MPI 77 MPI 77

System DFT: 4 mils

Note: Primer may be reduced for penetration per manufacturer's instructions.

DIVISION 4: INTERIOR CONCRETE MASONRY UNITS PAINT TABLE

A. New Concrete masonry (typical in GIB unless otherwise noted or specified):

High Performance Architectural Waterbased Polyeurthane

MPI INT 4.2D-G4 (Satin) Filler Primer: Intermediate: Topcoat:

MPI 4 N/A MPI 140 MPI 140

System DFT: 11 mils

Fill all holes in masonry surface

B. New Concrete masonry units in high bay (AMIB) and storage building (GSE) and other high humidity areas unless otherwise specified:

Epoxy MPI INT 4.2G-G6 (Gloss) Filler: Primer: Intermediate: Topcoat:

MPI 116 N/A MPI 77 MPI 77

System DFT: 10 mils

Fill all holes in masonry surface

DIVISION 5: INTERIOR METAL, FERROUS AND NON-FERROUS PAINT TABLE

INTERIOR STEEL / FERROUS SURFACES

A. Metal, not otherwise specified except floors, hot metal

DIVISION 6: INTERIOR WOOD PAINT TABLE

A. New Wood and plywood not otherwise specified:

High Performance Architectural Water Based Polyurethane

High Performance Architectural Water Based Polyurethane - (Basis of design - Scuffmaster - Scrubtough)

SECTION 09 90 00 Page 22 surfaces, and new prefinished equipment:

1. High performance Architectural Latex MPI INT 5.4F-G2 (Flat)

Primer:

MPI 95

Intermediate:

MPI 138

Topcoat:

MPI 138

System DFT: 5 mils

DIVISION 6: INTERIOR WOOD PAINT TABLE

New; (Eggshell) Primer, Intermediate, and Topcoat required as per manufacturer's recommendation.

* Product shall meet ASTM D2486 and have a a durability of a minimum of 8,000 scrubs.

* Product shall have a Low VOC with a minimum content of 142 g/l.

* Paint shall have a natural or additive that inhibits growth of mold, mildew, and bacteria on the dried paint film.

B. New Wood Doors; Stained:

Stained, oil-modified polyurethane New; MPI INT 6.3E-G4 / Existing; MPI RIN 6.3E-G4 Stain: Primer: Intermediate: Topcoat:

MPI 90 MPI 57 MPI 57 MPI 57

System DFT: 4 mils

Note: Sand between all coats per manufacturers recommendations.

DIVISION 9: INTERIOR PLASTER, GYPSUM BOARD, TEXTURED SURFACES PAINT TABLE

A. New Wallboard not otherwise specified:

High Performance Architectural Water Based Polyurethane - High Traffic Areas (Basis of design - Scuffmaster - Scrubtough)

New; (Eggshell) Primer, Intermediate, and Topcoat required as per manufacturer's recommendation.

* Product shall meet ASTM D2486 and have a a durability of a minimum of 8,000 scrubs.

* Product shall have a Low VOC with a minimum content of 112 g/l.

* Paint shall have a natural or additive that inhibits growth of mold, mildew, and bacteria on the dried paint film.

B. New Wallboard in toilet rooms, stairwells, and other high humidity areas not otherwise specified:

High Performance Architectural Water Based Polyurethane - (Basis of design - SCuffmaster - Armor)

New; (Eggshell) Primer, Intermediate, and Topcoat required as per manufacturer's recommendation.

* Product shall meet ASTM D2486 and have a a durability of a minimum of 25,000 scrubs.

* Product shall have a Low VOC with a minimum content of 142 g/l.

* Paint shall have a natural or additive that inhibits growth of mold, mildew, and bacteria on the dried paint film.

-- End of Section --

SECTION 09 90 00 Page 23

C. Gypsum ceiling not otherwise specified:

New: MPI INT 9.2A-G3 (Eggshell) / Existing: MPI RIN 9.2A-G3 (Semigloss)

Primer:

MPI 50

Intermediate:

MPI 52

Topcoat:

MPI 52

System DFT: 4 mils

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GRAVEL PARKING

AREA TO BE REMOVED

PAVERS TO BE REMOVED

SANITARY PIPE TO

BE REMOVED BY OTHERS

PS

LIMITS OF CONSTRUCTION

DRAINAGE PIPE

TO BE REMOVED

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REMOVE CONCRETE SLAB TO

REMOVE RAILROAD

TRACKS AND

REPAIR CONCRETE

AS NEEDED

UNDERGROUND TANKS, PIPING AND

CONCRETE SLAB TO BE REMOVED

(TANKS INCLUDE 2-25,000 GAL.

FIBERGLASS HEATING OIL TANKS)

SANITARY PIPE TO BE REMOVED BY OTHERS

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EXISTING JOINT

LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

NOTE: BLDG.853 IS A MASONRY STRUCTURE WITH A WOOD FRAME AND SHINGLE ROOF.

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PARKING AREA

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TREES TO BE

PRESERVED

TREES TO BE

PRESERVED

REMOVE

BOLLARDS

STEEL TANKS TO

BE REMOVED

(SEE INSET THIS

SHEET)

REMOVE CONCRETE

PEDESTAL

LIMITS OF CONSTRUCTION

SANITARY PIPE TO BE REMOVED

BY OTHERS

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TP

8'-4"

24'-4"

3'-4"

8" (TYP)

8'-7"Ø 8'-7"Ø

SIMPLEX

AUTO-FILLER

1" STEEL

PIPE

2" STEEL

PIPE.

1" STEEL

PIPE.

BLDG 2116

4,000 U.S. GALLON

SINGLE WALL

STORAGE TANK

(TYP OF 2).

STEEL ACCESS STAIRWAY

WITH LANDING AND SAFETY

RAILINGS (TYP OF 2). TOP

LANDING IS APPROXIMATELY

5-FT ABOVE TOP OF SLAB.

TOP OF DIKE WALL

APPROXIMATELY 1'-4"

ABOVE TOP OF SLAB.

TOP OF DIKE WALL

APPROXIMATELY

3'-0" ABOVE GRADE.

STEEL

LOUVER

2" STEEL

PIPE.

2" STEEL

PIPE.

US Army Corps of Engineers ®

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DEMOLITION PLAN (BLDG. 653)

SCALE: 1"=40'

DEMOLITION PLAN (BLDG. 801)

SCALE: 1"=40'

DEMOLITION PLAN (BLDG. 853)

SCALE: 1"=40'

40' 80'0

N

DEMOLITION PLAN (BLDG. 2116)

SCALE: 1"=40'

LEGEND:

LINEAR FEATURE REMOVAL

STRUCTURE AND PAVEMENT DEMOLITION

NOTES:

1. FOR BLDG. 2116 REMOVE TWO (2) ABOVE GROUND STEEL STORAGE

TANKS (4000 GAL. EACH). BOTH TANKS HAVE BEEN CLEANED AND

CLOSED (12 MAY 2011).

2. REMOVE ASSOCIATED TANK PIPING AND ACCESSORY EQUIPMENT.

(BLDG. 801 & BLDG. 2116)

3. REMOVE GALVANIZED STEPS. (BLDG. 2116)

4. REMOVE CONCRETE SPILL CONTAINMENT STRUCTURE. (BLDG. 2116)

5. COORDINATE WITH VIRGINIA NATURAL GAS FOR REMOVAL OF GAS

LINE, MARCIE BEVINS AT M.J. BEVINS @ SOUTHERNCO.COM OR

757-438-0459.

6. SEE SHEET CD907 AND CD908 FOR RECORD DRAWINGS. (BLDG. 2116)

7. UTILITIES SHOWN ON THIS SHEET ARE FROM INSTALLATION GIS

RECORDS AND WERE NOT FIELD VERIFIED.

8. ITEMS TO BE DEMOLISHED IN INSET ARE NOTED BY DASHED LINE.

9. TREES ADJACENT TO BLDG 2116 TO BE PRESERVED. COORDINATE

WITH 733 CED/ACOE CONCERNING POTENTIAL TREE TRIMMING AND

ROOT IMPACTS.

TREE PROTECTION

LIMITS OF CONSTRUCTION

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PERMANENT SEEDING

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SCALE: 1" = 40'

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MULCHING

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KEYED DEMOLITION NOTES

TOP OF GRADE VARIES ALONG LENGTH OF WALL FROM

3'-0" (AS NOTED ON THE PLAN) T0 APPROXIMATELY 1'-10"

AT THE POINT INDICATED BY THIS KEY NOTE.

STEEL ACCESS STAIRWAY WITH CROSSOVER LANDING.

TOP OF LANDING IS APPROXIMATELY 4'-0" ABOVE GRADE.

PIPING HAS BEEN PREVIOUSLY DISCONNECTED AT THE

POINT INDICATED AND ABANDONED IN PLACE.

INSET FOR STEEL TANKS REMOVAL (BLDG. 2116)

SCALE: NTS

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AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

JACKSON AVE

AutoCAD SHX Text

WILLIAMSON LOOP

AutoCAD SHX Text

WILLIAMSON LOOP

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

LEE BLVD

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

KELLS DRIVE

AutoCAD SHX Text

TREES

AutoCAD SHX Text

TREES

AutoCAD SHX Text

AutoCAD SHX Text

WILSON AVE

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

59' - 6"

AMIB - ROOF TRUSS

RIDGE

MEMBRANE FLASHING

ROOFING ADHESIVE 80 MIL THERMOPLASTIC

SINGLE PLY ROOFING

MEMBRANE

R-36 RIGID INSULATION

1/2" GWB SHEATHING

1/2" ANCHOR BOLT

PREFINISHED ROOF

EDGE METAL

CONTINUOUS

CLEAT

TREATED WOOD

BLOCKING

MTL. FASCIA

MTL. DECK, SEE STRUCTURAL

MEMBRANE

AIR BARRIER

CLOSURE

ANGLE

CONTINUOUS

CLEAT

PRE-FINISHED

MTL. TRIM

BUTYL SEALANT

AIR BARRIER

FLASHING

SEAL PLATE

I.M.P. CLIP SYSTEM

BUTYL SEALANT

3" INSULATED METAL

PANEL

STEEL GIRT

A

SPRAY FOAM INSULATION

0"

TOP OF GROUND FLOOR

SLAB

-2' - 8"

TOP OF FOUNDATION

10' - 0"

AMIB - TOP OF MASONRY

WALL

A

R-22 INSULATED METAL WALL

PANEL

CONT. AIR BARRIER MEMBRANE

TRANSITION MEMBRANE W/ BUTYL

SEALANT TYP.

RIGID INSULATION, R-16.8

FLUID APPLIED AIR BARRIER

2" X 6" CFMF

PRECAST CONCRETE W/

WEEP HOLE (PC-4)

1" RAD. BULLNOSE TOP

COURSE OF CMU

1" TECTUM PANEL, TYP @

AMIB EXTERIOR WALLS

2" X 3 5/8" CFMF

5/8" GYP SHEATHING

TUBE FRAMING, SEE

STRUCT.

FACE OF STRUCT COLUMN

PRECAST WATER TABLE

(PC-1)

BRICK VENEER (FB-1)

8" SPLIT FACE CMU

MORTAR MESH

THROUGH WALL FLASHING

W/ WEEP HOLE AT 32" O.C.

GROUT SOLID

ADJUSTABLE WALL TIE

AIR SPACE

-5' - 8"

TOP OF DROPPED GB

1/2" EXPANSION JOINT

GRADE

R-15 RIGID INSULATION

AT 2'-0" FROM EDGE OF

FOOTING

MIN. 10 MIL VAPOR

BARRIER

MIN. 6" CAPILLARY

BARRIER

1" RIGID INSULATION

R-22 INSULATED METAL WALL

PANEL

AIR BARRIER

CLOSURE FLASHING

2" X 6" CFMF

1" TECTUM PANEL, TERMINATES AT 20'-0"

A.F.F. TYP. @ AMIB EXTERIOR WALLS.

2" X 3 5/8" CFMF

5/8" GYP SHEATHING

TUBE FRAMING, SEE

STRUCT.

METAL PANEL STACK JOINT W/

WEEP HOLES

FACE OF STRUCT. COLUMN

SEALANT, TYP.

20' - 0"

GSE - GIRT - 2

36' - 8"

STACKED JOINT

10' - 0"

AMIB - TOP OF MASONRY

WALL

1' - 4"

R-22 INSULATED METAL WALL

PANEL

AIR BARRIER MEMBRANE

TRANSITION MEMBRANE W/ BUTYL

SEALANT TYP.

RIGID INSULATION, R-16.8

FLUID APPLIED AIR BARRIER

2" X 6" CFMF

PRECAST CONCRETE W/

WEEP HOLE (PC-4)

1" TECTUM PANEL

2" X 3 5/8" CFMF

5/8" GYP SHEATHING

A-501

CONT. AIR BARRIER MEMBRANE

SEAL PLATE

FLUID APPLIED AIR

BARRIER

5/8" GYP SHEATHING

BUTYL SEALANT

COLD FORMED METAL

FRAMING

CMU BLOCK

METAL FLASHING

BUTYL SEALANT

AIR BARRIER SEALANT

BUTYL SEALANT

BACKER ROD AND

SEALANT

PRECAST (PC-4)

1" RIGID

INSULATION

US Army Corps of Engineers ®

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648294

12" 24"

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

0'

6" 12"

SCALE: 3" = 1' - 0"

0'

SCALE: 1 1/2" = 1'-0"1 TYP. HIGH BAY EAVE DETAIL

A-311

SCALE: 1 1/2" = 1'-0"3 MASONRY BASE DETAIL AT AMIB

A-311

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

A-311

2 TYPICAL STACKED METAL PANEL DETAIL (AMIB WALL)

SCALE: 1 1/2" = 1'-0"4

METAL PANEL TRANSITION DETAIL (AMIB

EAST/WEST WALL)

SCALE: 6" = 1'-0"5 WEATHER BARRIER TRANSITION

A-501

3" 6"

SCALE: 6" = 1' - 0"

0'

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22 2423

A-631

A-631

A-631

A-631

A

B

BRICK VENEER

BACKER ROD AND

SEALANT

FLAT PROFILE INSULATED METAL

PANEL WITH IMPACT / ABRASION

RESISTANT EXTERIOR FINISH. SEE

HANGAR DOOR ELEVATIONS DOOR

FINISH COLORS.

1/8" X CONT. NEOPRENE GASKET

FASTENED W/ GALVANIZED

RETAINER BAR PER MFR

RECOMMENDATIONS

METAL CLOSURE TRIM

HEAVY DUTY METAL JAMB

FLASHING / RUB PLATE

ROLLING HANGAR DOOR BOTTOM RAIL PER

DOOR MFR, INSTALL HEAT TRACE WIRE FOR

FREEZE PROTECTION, SEE ELECTRICAL

CMU STRUCTURAL WALL

STEEL COLUMN, REFER TO

STRUCTURAL DRAWINGS

1'

4" 1'

0"

1" 3'

0"

2'

0"

METAL WALL PANEL JAMB

COVER PER MFR

GYP SHEATHING

AIR BARRIER MEMBRANE

A

RIGID INSULATION, R-16.8

1/8" X CONT. NEOPRENE GASKET

FASTENED W/ GALVANIZED

RESTRAINER BAR PER MFR

RECOMMENDATIONS.

HEAVY DUTY METAL

JAMB FLASHING /

RUB PLATE

FORGED EYEBOLT FOR

TRACTOR PULL PER MFR

STEEL HANGAR DOOR

FRAME

PREFORMED METAL

PANEL, TYP.

FORGED EYEBOLT FOR TRACTOR

PULL PER MFR.

HEAVY DUTY METAL JAMB FLASHING/

RUB PLATE

FASTENER PER METAL PANEL MFR.TRIM WEATHER SAFETY SEAL PER

HANGAR DOOR MFR.

PANEL ACTS AS AIR BARRIER AND

VAPOR RETARDER, SEAL JOINT

BETWEEN PANELS PER MFR

INSTRUCTIONS

FLAT PROFILE INSULATED METAL PANEL WITH IMPACT /

ABRASION RESISTANT EXTERIOR FINISH, SEE HANGAR

DOOR ELEVATIONS FOR FINISH COLORS

STEEL HANGAR DOOR FRAMING PER

MFR, PROVIDE AS NECESSARY TO

INSTALL EXTERIOR METAL PANELS

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648314

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

ENLARGED HANGAR DOOR PLAN

SCALE: 1 1/2" = 1'-0"2 HANGAR DOOR JAMB DETAIL

A-631

SCALE: 1 1/2" = 1'-0"3 HANGAR DOOR MEETING DETAIL

A-631

SCALE: 1 1/2" = 1'-0"4 HANGAR DOOR JAMB MEETING

A-631

4' 8' 12'

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

0'

12" 24"

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

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SCALE: 1 1/2" = 1'-0"5 HANGAR DOOR PANEL TRANSITION

A-631

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FINISH LEGEND

ACT ACOUSTICAL CEILING TILE

ALUM ALUMINUM

AWP ACOUSTICAL WALL PANEL

CLR CLEAR

CONC CONCRETE

CPT CARPET

EXIST EXISTING

EXP EXPOSED

FF FINISHED FLOOR

FIN FINISH / FINISHED

FLR FLOOR

GL GLASS

GR GROUT

LAM LAMINATE

LIN LINOLEUM

MTL METAL

PAT PATTERN

PNT PAINT (PAINTED)

POL POLISHED

PT PORCELAIN TILE

PREFIN PREFINISHED

PWD PLYWOOD

RB RESILIENT BASE

RBR RUBBER

REC RECESSED

RM RECESSED MAT

RLG RAILING

RTF RUBBER TILE FLOOR

SC SEALED CONCRETE

SDT STATIC DISSIPATIVE TILE

SM SHEET METAL

SS SOLID SURFACE

SST STAINLESS STEEL

TP TOILET PARTITION / TILE PATTERN

TRTD TREATED

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WB WINDOW BLIND

WD WOOD

WSCT WAINSCOT

FINISH LEGEND NOTES

1. MANUFACTURES REFERENCED ARE INTENDED TO

ESTABLISH COLOR, PATTERN, AND FINISH ONLY AND ARE

NOT INTENDED TO LIMIT SELECTION FROM OTHER

MANUFACTURES. SUBSTITUTE PRODUCTS SHALL BE

SUBMITTED ALONG WITH SAMPLES TO THE INTERIOR

DESIGNER FOR APPROVAL.

2. MATCH FINISH OF COVERS FOR RETURN DUCTS, VENTS

AND REGISTERS IN DRYWALL CEILINGS AND WALLS TO

ADJACENT SURFACE.

3. IN STAIRWELLS, EXPOSED CEILING STRUCTURE, METAL

DECKING, DUCTWORK TO BE PAINTED (PNT2). IN ALL OTHER

LOCATIONS, PAINT PNT1.

4. NOT USED.

5. ALL DOOR HARDWARE FINISH TO BE ALUMINUM/ SATIN

STAINLESS FINISH.

6. ALL ELECTRICAL PLATE AND LIGHT SWITCH COVERS TO

BE SATIN NICKEL.

7. APPLY ADA COMPLAINT TRANSITION STRIPS AT ALL

FLOOR CHANGES. CENTER UNDER DOOR. RESILIENT

TRANSITION STRIPS SHALL MATCH FLOOR COLOR OR

RUBBER BASE. METAL TRANSITIONS STRIPS SHALL MATCH

COLOR OF CLEAR ANODIZED ALUMINUM OR STAINLESS

STEEL. TRANSITION STRIPS SHALL BE SCHLUTER, RENO-

AEVT,COLOR: ALUMINUM". PROVIDE AT CHANGE OF FLOOR

MATERIAL TYPE. CENTER UNDER DOOR.

8. INSTALLED STAINLESS STEEL EDGE PROTECTOR ON

TOP OF EXPOSED EDGES OF PORCELAIN TILE ON WALLS

INSTALLATIONS..

9. PROVIDE EPOXY MORTAR AND GROUT THROUGHOUT

THE BUILDING.

10. DO NOT PAINT PRE-FINISHED ITEMS, FINISHED

METAL SURFACES, OPERATING PARTS, OR LABELS.

11. HORIZONTAL WINDOW BLINDS SEGMENTS RUN

MULLION TO MULLION IN EACH EXTERIOR WINDOW

EXCEPT THE STAIRWELLS.

12. SEE SHEET I-501 FOR FLOOR FINISH DETAILS AND TILE

PATTERNS AND SHEET I-502 FOR WALL FINISH DETAILS.

13. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR

APPROVAL FROM CONTRACTING OFFICER FOR ANY

MATERIAL OR COLOR AS SHOWN ON THE PLANS AND

SPECIFICATIONS.

14. CENTER TILE PATTERNS VERTICALLY AND

HORIZONTALLY OVER TILED AREA U.O.N.

15. NO CUT TILES IN PATTERN FIELD. TRIM UNITS,

MATCHING BEADS, AND CORNER SHAPES TO BE

COORDINATED WITH FIELD TILE.

16. BULL NOSE ALL EXPOSED EDGES AND OUTSIDE

CORNERS OF CERAMIC WALL TILE AND PORCELAIN TILE

BASE.

17. FLUSH MOUNT WINDOW SILLS AT EACH WINDOW AS

DETAILED IN ARCHITECTURAL SHEETS. WINDOW SILLS

TO BE SS2.

18. ALL WALL TILE TO BE FROM TOP OF BASE TO FINISHED

CEILING.

19. ALL GWB CEILINGS TO BE PAINTED PNT1.

20. PROVIDE A CONTINUOUS POLY WATER BARRIER

MEMBRANE BEHIND CEMENT BOARD.

21. SIGNAGE, U.O.N., SHALL BE EQUAL TO

MANUFACTURER: SYSTEM 2/90 SIGN SYSTEMS,

COLLECTION: ARC - ADA COMPLIANT, BACK

PLATE/SUBSTRATE COLOR: 704 BLACK, COPY COLOR:

704 BLACK , FONT STYLE: HELVETICA, TOP/ BOTTOM

EDGE/END CAP COLOR: 704 BLACK; SIDE EDGE CAP

PROFILE: ROUND; SIDE EDGE CAP COLOR: 101 SATIN

NATURAL; PAPER INSERTS: 408 SOFT WHITE.

22. WOOD DOORS SHALL BE FACTORY FINISHED TO

MATCH MANUFACTURER: WILSONART LAMINATE,

COLOR: WILD CHERRY 754-60. ALL WOOD DOORS

SHALL BE STAINED (WS1). ALL WOOD DOORS SHALL BE

SLICED/SLIP MATCHED WOOD VENEER.

23. ELECTRICAL PANELS, ACCESS PANELS AND EXPANSION

JOINTS TO BE SPRAY PAINTED TO MATCH ADJACANT

WALL COLOR. PANELS PAINTED BY BRUSH SHALL NOT

BE ACCEPTABLE.

24. THERMOSTATS TO BE PLACED NEAR LIGHT SWITCHES.

DO NOT INSTALL IN THE CENTER OF WALLS.

25. ALL INTERIOR FINISHES MUST COMPLY WITH NFPA 101

SECTION 10.2.3.4 AND BE EITHER CLASSIFICATION A,, B,

OR C (VERIFY WITH LIFE SAFETY SHEET).

26. ALL EXTERIOR WINDOWS ON SECOND FLOOR

EXCEPT STAIRWELLS SHALL HAVE WINDOW

BLINDS(WB1) INSTALLED. NO WINDOW BLINDS ARE

REQUIRED ON THE FIRST FLOOR.

27. ALL SINKS SHALL BE INTEGRATED INTO COUNTERTOPS

AND SHALL BE CORIAN GLACIER WHITE OR EQUAL.

28. ALIGN EXPANSION JOINTS AT MORTAR JOINTS WHERE

TILE IS INSTALLED.

29. PAINT WALL LOUVERS TO MATCH ADJACENT WALL

COLOR.

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648333

FINISH LEGEND

CODE MATERIAL DESCRIPTION

ACT1 ACOUSTICAL CEILING TILE ARMSTRONG, SERIES:LYRA TEGULAR WITH PLANT BASED HIGH CAC #8731PB, COLOR:"WHITE", SIZE: 24" X 24" X 1-3/4"

AWP1 ACOUSTICAL WALL PANEL (HIGH BAY AREA) ARMSTRONG, SERIES:TECTUM DIRECT ATTACH #8181T10, COLOR:"WHITE", SIZE 24" X 96" X 1"

CPT1 CARPET TILE TANDUS, SERIES: AFTER MATH II 03026, COLOR:TAPESTRY 23512, SIZE: 24" X 24" WITH

FLEX-AIRE CUSHION MODULAR

GR1 GROUT MAPEI, SERIES: KERAPOXY CQ, COLOR: 27 SILVER

PL2 PLASTIC LAMINATE (HORIZONTAL

CASEWORK & ELEVATOR PANELS)

WILSONART, COLOR: WILD CHERRY 7054-60

PNT1 PAINT (CEILING) BENJAMIN MOORE; COLOR: CHALK WHITE 2126-70, FINISH: SATIN

PNT2 PAINT (GENERAL) SCUFFMASTER SCRUBTOUGH (WALLS) AND ARMOUR (TOILETS & STAIRS); COLOR TO

MATCH BENJAMIN MOORE DISTANT GRAY #2124-70, FINISH: SATIN

PNT3 PAINT COLOR TO MATCH BENJAMIN MOORE DISTANT GRAY #2124-70, FINISH: SEMI GLOSS

PNT4 PAINT (DOOR FRAMES) BLACK TO MATCH RB1

PT1 PORCELAIN TILE (FIELD) DAL TILE; SERIES: VERANDA SOLIDS; COLOR: SAPPHIRE P155(2); SIZE: 20X20 PT2 PORCELAIN TILE (ACCENT) DAL TILE, SERIES: VERANDA SOLIDS, COLOR: GUNMETAL P504 (1) SIZE: 20X20 PT3 PORCELAIN TILE (ACCENT) DAL TILE, SERIES: VERANDA SOLIDS, COLOR: STEEL P500 (1); SIZE: 20X20 RB1 RUBBER BASE JOHNSONITE, SERIES: TIGHT LOCK (STRAIGHT TOE) #TCBR, COLOR: BLACK, SIZE: 4-3/8" RM1 RECESSED ENTRANCE MAT CONSTRUCTION SPECIALTIES, SERIES: PEDIGRID, METAL, COLOR: MIDNIGHT CARPET

AND BLACK RUBBER INSERTS

RTF1 RUBBER SHEET FLOORING IN STAIRWELLS JOHNSONITE, SERIES:RAISED SQUARES :COLOR: GREY #48

SC SEALED CONCRETE CLEAR

SDT1 STATIC DISSIPATIVE TILE ARMSTRONG, SDT STATIC DISSIPATIVE TILE, COLOR: ARMOR GRAY 51951

SS STAINLESS STEEL (ELEVATOR INTERIOR

WALLS AND HANDRAIL)

SCHINDLER, BRUSHED STAINLESS STEEL

SS1 SOLID SURFACE (COUNTERTOPS) CORIAN, COLOR: SILVER BIRCH, FINISH: SATIN

SS2 SOLID SURFACE (WINDOW SILLS) CORIAN, COLOR: SILVER BIRCH, FINISH: SATIN

ST1 WOOD DOORS STAINED OR CLEAR COAT

STI STAIR TREAD JOHNSONITE, SERIES: TARKETT RUBBER TREAD WITH INTEGRATED RISER - SQUARE

NOSE, COLOR: GREY #48

TP1 TOILET PARTITION LAMINATING TECHNOLOGIES, SERIES: 2000, MATERIAL: SOLID PHENOLIC CORE, COLOR:

GREY PE-10; FNISH: ORANGE PEEL

VCT1 VINYL COMPOSITION TILE ARMSTRONG, MIGRATIONS BIO BASED TILE WITH BIOSTRIDE, COLOR: ASHEN GRAY T3503

VWC1 VINYL WALL COVERING WOLF GORDON; IMPACT RESISTANT WALL SOLUTIONS, COLLECTION: RAMPART, SPARTA SRP 5045 EUROTAS RIVER

WB1 WINDOW BLINDS BALI CONTRACT, HORIZONTAL ALUMINUM BLINDS, COLOR:386 SNOWCAP WHITE , SIZE:

1"

WS1 WOOD STAIN COLOR TO MATCH WILSONART LAMINATE WILD CHERRY 7054-60, CLEAR POLY FINISH

FOR DURABILITY

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GENERAL NOTES

1. SEE SHEET A-101 AND A-102 FOR OVERALL PLANS FOR THE

BASE BID AND SHEET A-901 FOR THE OVERALL PLAN FOR THE

BID OPTION.

2. DESIGN BASED ON SYSTEM 2/90 ARCH MODULAR SIGN

SYSTEM. "OR EQUAL" PRODUCTS WILL BE CONSIDERED.

SUBMIT SAMPLES/SHOP DRAWINGS FOR APPROVAL.

3. MECHANICALLY FASTEN GENERAL SIGNAGE TO THE WALL.

USE PRESSURE SENSITIVE TAPE WHERE MOUNTED TO

DOOR U.O.N.

4. GENERAL CONTRACTOR SHALL GENERATE AND SUBMIT

DRAWINGS, SAMPLES, AND SIGN SCHEDULE TO COR AND OWNER

FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

WORK.

5. SEE FINISH LEGEND SHEET I-002, FINISH LEGEND NOTES # 21

FOR SIGNAGE FINISH COLORS.

6. DO NOT MECHANICALLY FASTEN SIGNAGE UNITS TO

RATED AND/OR UL TESTED COMPONENTS.

7. MOUNT ROOM SIGNS PER SHEET I-310 THROUGH I-319

FOR BASE BID AND SHEET I-906 FOR BID OPTION, AS PER

INSTALLATION HEIGHTS ON SHEETS I-503 THROUGH

I-505 FOR THE BASE BID AND SHEET I-902 FOR THE BID

OPTION.

8. SUBMIT SAMPLES OF SIGNAGE AND COLORS PER

SPECIFICATIONS SECTION 10 14 00.20.

9. MOUNT EXTERIOR SIGNS WITH STAINLESS STEEL

MASONRY SLEEVE ANCHORS.

10. EXTERIOR BUILDING NUMBERS AND SIGNS ARE REQUIRED.

MOUNT WHERE INDICATED ON DRAWINGS. CONFIRM

BUILDING NUMBERS AND LOCATION WITH COR.

11. EXTERIOR SIGNAGE SHOULD BE FABRICATED WITH

NON-FERROUS MATERIALS THAT ARE WEATHER AND

UV RESISTANT. EXTERIOR SIGNAGE SHALL MATCH BASE

STANDARDS.

12. WHEN INSTALLING SIGNS ON GLASS DOORS, PLACE

SIGNS BACK TO BACK. PROVIDE A BLANK IF NO SIGN

IS REQUIRED ON BACK.

13. COORDINATE EVACUATION MAP WITH COR AND SAFETY OFFICE

PRIOR TO PRODUCTION.

14. SIGNS INDICATING CORRIDORS, LOBBY, AND ENTRANCE

VESTIBULES ARE NOT REQUIRED.

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648336

INTERIOR AND EXTERIOR SIGNAGE SCHEDULE

SIGN

NUM

BER

SIGN LOCATION

SIGN

TYPE

SIGN

MOUNTING

LOCATION SIGN TEXT

ROOM

NUMBER ROOM NAME

91 206 OPEN OFFICE G 4 EVACUATION MAP

92 206A CORRIDOR C 2 MECHANICAL ROOM

93 206A CORRIDOR C 2 ELECTRICAL ROOM

94 206A CORRIDOR C 2 STORAGE

95 206A CORRIDOR C 2 TELECOM ROOM

96 208 CIRCULATION E 2 RESTROOM

97 208 CIRCULATION D 2 RESTROOM

98 208 CIRCULATION C 2 RECYCLING ROOM

99 208 CIRCULATION C 2 STORAGE

100 209 WOMEN'S D 1 RESTROOM

101 209 WOMEN'S C 1 SHOWER

102 210 MEN'S E 1 RESTROOM

103 210 MEN'S C 1 SHOWER

104 213 CIRCULATION C 2 DATA CENTER

105 213 CIRCULATION C 2 COPY CENTER

106 213 CIRCULATION C 2 EMPLOYEE BREAK ROOM

107 213 CIRCULATION I 2 STAIR B

108 213 CIRCULATION A 2 OFFICE

109 213 CIRCULATION A 2 OFFICE

110 214 OPEN OFFICE C 2 ELECTRICAL ROOM

111 214 OPEN OFFICE G 4 EVACUATION MAP

112 214 OPEN OFFICE G 4 EVACUATION MAP

113 220 BREAK

ROOM

G 4 EVACUATION MAP

114 225 OPEN OFFICE C 2 TELECOM ROOM

115 225 OPEN OFFICE G 4 EVACUATION MAP

116 225 OPEN OFFICE G 4 EVACUATION MAP

117 226 CIRCULATION D 2 RESTROOM

118 226 CIRCULATION E 2 RESTROOM

119 226 CIRCULATION C 2 CONFERENCE ROOM

120 227 CONFERENCE ROOM G 4 EVACUATION MAP

121 228 MEN'S E 1 RESTROOM

122 230 WOMEN'S D 1 RESTROOM

123 231 OPEN OFFICE C 2 JANITOR CLOSET

124 231 OPEN OFFICE C 2 STORAGE

125 231 OPEN OFFICE C 2 TELECOM ROOM

126 231 OPEN OFFICE C 2 ELECTRICAL ROOM

127 231 OPEN OFFICE I 2 STAIR C

128 231 OPEN OFFICE G 4 EVACUATION MAP

129 231 OPEN OFFICE G 4 EVACUATION MAP

130 SC2 STAIR C I 2 FLOOR 2

131 SA1 STAIR A I 2 FLOOR 1

132 130 MEN'S E 1 RESTROOM

133 SC1 STAIR C I 2 FLOOR 1

134 E3 5 (NO SMOKING STATEMENT)

135 E1 5 AUTHORIZED PERSONNEL ONLY - ELECTRICAL

ROOM

136 E1 5 AUTHORIZED PERSONNEL ONLY - FIRE PUMP ROOM

137 E1 5 AUTHORIZED PERSONNEL ONLY - ELECTRICAL

ROOM

138 E1 5 AUTHORIZED PERSONNEL ONLY - MAIN ELECTRICAL

ROOM

139 E1 5 AUTHORIZED PERSONNEL ONLY - MECHANICAL

ROOM

140 E1 5 AUTHORIZED PERSONNEL ONLY - MECHANICAL

YARD

141 E1 5 AUTHORIZED PERSONNEL ONLY - MECHANICAL

YARD

142 E3 5 (NO SMOKING STATEMENT)

143 E3 5 (NO SMOKING STATEMENT)

144 E3 5 (NO SMOKING STATEMENT)

145 E3 5 (NO SMOKING STATEMENT)

146 E3 5 (NO SMOKING STATEMENT)

147 E3 5 (NO SMOKING STATEMENT)

148 E3 5

149 E3 5 (NO SMOKING STATEMENT)

150 E3 5 (NO SMOKING STATEMENT)

151 E1 5 AUTHORIZED PERSONNEL ONLY - STORAGE

152 230 WOMEN'S C 1 SHOWER

153 228 MEN'S C 1 SHOWER

154 135 HIGH BAY TRAINING G 2 EVACUATION MAP

155 135 HIGH BAY TRAINING F 2 (OCCUPANCY STATEMENT)

156 135 HIGH BAY TRAINING F 2 (OCCUPANCY STATEMENT)

157 135 HIGH BAY TRAINING G 2 EVACUATION MAP

158 135 HIGH BAY TRAINING F 2 (OCCUPANCY STATEMENT)

159 135 HIGH BAY TRAINING G 2 EVACUATION MAP

161 F 2 (OCCUPANCY STATEMENT)

162 G 2 EVACUATION MAP

164 135 HIGH BAY TRAINING F 2 (OCCUPANCY STATEMENT)

165 135 HIGH BAY TRAINING G 2 EVACUATION MAP

166 101 CIRCULATION K 5 1

167 101 CIRCULATION K 5 1

168 101 CIRCULATION L 4 (ELEVATOR EGRESS)

169 213 CIRCULATION L 4 (ELEVATOR EGRESS)

170 213 CIRCULATION K 5 2

171 213 CIRCULATION K 5 2

172 101 CIRCULATION H 4 DIRECTIONAL SIGN

173 213 CIRCULATION H 4 DIRECTIONAL SIGN

INTERIOR AND EXTERIOR SIGNAGE SCHEDULE

SIGN

NUM

BER

SIGN LOCATION

SIGN

TYPE

SIGN

MOUNTING

LOCATION SIGN TEXT

ROOM

NUMBER ROOM NAME

1 101 CIRCULATION E 2 RESTROOM

2 101 CIRCULATION D 2 RESTROOM

3 101 CIRCULATION D 2 RESTROOM

4 101 CIRCULATION E 2 RESTROOM

5 101 CIRCULATION C 2 TELECOM ROOM

6 101 CIRCULATION I 2 STAIR C

7 101 CIRCULATION C 2 TELECOM ROOM

8 101 CIRCULATION C 2 JANITOR CLOSET

9 101 CIRCULATION C 2 ELEVATOR MECHANICAL ROOM

10 101 CIRCULATION C 2 COMPUTER MAINTENANCE ROOM

11 101 CIRCULATION C 2 ELECTICAL ROOM

12 101 CIRCULATION I 2 STAIR A

13 101 CIRCULATION C 2 TEF ROOM

14 101 CIRCULATION B 4 CLASSROOM #10

15 101 CIRCULATION B 4 CLASSROOM #9

16 101 CIRCULATION B 4 CLASSROOM #8

17 101 CIRCULATION B 4 CLASSROOM #7

18 101 CIRCULATION B 4 CLASSROOM #6

19 101 CIRCULATION C 2 RECYCLING ROOM

20 101 CIRCULATION C 2 STUDENT BREAKROOM

21 101 CIRCULATION B 4 CLASSROOM #5

22 101 CIRCULATION B 4 CLASSROOM #4

23 101 CIRCULATION B 4 CLASSROOM #3

24 101 CIRCULATION B 4 CLASSROOM #2

25 101 CIRCULATION B 4 CLASSROOM #1

26 101A LOBBY F 4 (OCCUPANCY STATEMENT)

27 101A LOBBY G 4 EVACUATION MAP

28 101A LOBBY M 4 (DIRECTORY DESIGN)

29 106 CLASSROOM #01 G 4 EVACUATION MAP

30 107 CLASSROOM #02 G 4 EVACUATION MAP

31 108 CLASSROOM #03 G 4 EVACUATION MAP

32 109 WOMEN'S D 1 RESTROOM

33 110 MEN'S E 1 RESTROOM

34 111 CLASSROOM #04 G 4 EVACUATION MAP

35 112 CLASSROOM #05 G 4 EVACUATION MAP

36 114 COMPUTER

MAINTENANCE

G 4 EVACUATION MAP

37 115 BREAK ROOM G 4 EVACUATION MAP

38 116 BREAK AREA G 4 EVACUATION MAP

39 101A LOBBY I 2 STAIR B

40 120 CLASSROOM #06 G 4 EVACUATION MAP

41 121 CLASSROOM #07 G 4 EVACUATION MAP

42 123 WOMEN'S D 1 RESTROOM

43 124 MEN'S E 1 RESTROOM

44 125 CLASSROOM #08 G 4 EVACUATION MAP

45 126 CLASSROOM #09 G 4 EVACUATION MAP

46 127 CLASSROOM #10 G 4 EVACUATION MAP

47 131 WOMEN'S D 1 RESTROOM

48 133 WOMEN'S D 1 RESTROOM

49 134 MEN'S E 1 RESTROOM

50 135 HIGH BAY TRAINING E 2 RESTROOM

51 135 HIGH BAY TRAINING D 2 RESTROOM

52 135 HIGH BAY TRAINING E 2 RESTROOM

53 135 HIGH BAY TRAINING D 2 RESTROOM

54 135 HIGH BAY TRAINING C 2 MECHANICAL ROOM

55 135 HIGH BAY TRAINING B 4 CLASSROOM #8

56 135 HIGH BAY TRAINING B 4 CLASSROOM #9

57 135 HIGH BAY TRAINING B 4 CLASSROOM #10

58 135 HIGH BAY TRAINING B 4 CLASSROOM #7

59 135 HIGH BAY TRAINING B 4 CLASSROOM #6

60 135 HIGH BAY TRAINING C 2 MAIN INSTRUCTIONAL BUILDING

61 135 HIGH BAY TRAINING C 2 TOOL STORAGE AND ISSUE

62 135 HIGH BAY TRAINING C 2 TOOL STORAGE AND ISSUE

63 135 HIGH BAY TRAINING B 4 CLASSEOOM #5

64 135 HIGH BAY TRAINING B 4 CLASSROOM #4

65 135 HIGH BAY TRAINING B 4 CLASSROOM #3

66 135 HIGH BAY TRAINING B 4 CLASSROOM #2

67 135 HIGH BAY TRAINING B 4 CLASSROOM #1

68 206 OPEN OFFICE I 2 STAIR A

69 SB1 STAIR B I 2 FLOOR 1

71 SA2 STAIR A F 4 (OCCUPANCY STATEMENT)

72 101 CIRCULATION C 2 STUDENT BREAKROOM

73 SB2 STAIR B I 2 FLOOR 2

82 200 LOBBY C 2 STORAGE

83 200 LOBBY A 2 CO

84 200 LOBBY A 2 1 SG

85 200 LOBBY A 2 OPS

86 200 LOBBY A 2 XO

87 200 LOBBY G 4 EVACUATION MAP

89 206 OPEN OFFICE C 2 JANITOR'S CLOSET

90 206 OPEN OFFICE G 4 EVACUATION MAP

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BASE BID AND SHEET A-901 FOR THE OVERALL PLAN FOR THE

BID OPTION.

2. DESIGN BASED ON SYSTEM 2/90 ARCH MODULAR SIGN

SYSTEM. "OR EQUAL" PRODUCTS WILL BE CONSIDERED.

SUBMIT SAMPLES/SHOP DRAWINGS FOR APPROVAL.

3. MECHANICALLY FASTEN GENERAL SIGNAGE TO THE WALL.

USE PRESSURE SENSITIVE TAPE WHERE MOUNTED TO

DOOR U.O.N.

4. GENERAL CONTRACTOR SHALL GENERATE AND SUBMIT

DRAWINGS, SAMPLES, AND SIGN SCHEDULE TO COR AND OWNER

FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

WORK.

5. SEE FINISH LEGEND SHEET I-002, FINISH LEGEND NOTES # 21

FOR SIGNAGE FINISH COLORS.

6. DO NOT MECHANICALLY FASTEN SIGNAGE UNITS TO

RATED AND/OR UL TESTED COMPONENTS.

7. MOUNT ROOM SIGNS PER SHEET I-310 THROUGH I-319

FOR BASE BID AND SHEET I-906 FOR BID OPTION, AS PER

INSTALLATION HEIGHTS ON SHEETS I-503 THROUGH

I-505 FOR THE BASE BID AND SHEET I-902 FOR THE BID

OPTION.

8. SUBMIT SAMPLES OF SIGNAGE AND COLORS PER

SPECIFICATIONS SECTION 10 14 00.20.

9. MOUNT EXTERIOR SIGNS WITH STAINLESS STEEL

MASONRY SLEEVE ANCHORS.

10. EXTERIOR BUILDING NUMBERS AND SIGNS ARE REQUIRED.

MOUNT WHERE INDICATED ON DRAWINGS. CONFIRM

BUILDING NUMBERS AND LOCATION WITH COR.

11. EXTERIOR SIGNAGE SHOULD BE FABRICATED WITH

NON-FERROUS MATERIALS THAT ARE WEATHER AND

UV RESISTANT. EXTERIOR SIGNAGE SHALL MATCH BASE

STANDARDS.

12. WHEN INSTALLING SIGNS ON GLASS DOORS, PLACE

SIGNS BACK TO BACK. PROVIDE A BLANK IF NO SIGN

IS REQUIRED ON BACK.

13. COORDINATE EVACUATION MAP WITH COR AND SAFETY OFFICE

PRIOR TO PRODUCTION.

14. SIGNS INDICATING CORRIDORS, LOBBY, AND ENTRANCE

VESTIBULES ARE NOT REQUIRED.

A-

A-

A-

A-

CLASSROOM #06

CLASSROOM #05

CLASSROOM #04

COMPUTER

MAINTENANCE

BREAK ROOM

ELEC IDF

TOOL

STORAGE/ISSUE

CIRCULATION

BREAK AREA

HIGH BAY

TRAINING

TELCOM IDF

JAN

RECYCLING

ELEV

EA1

ELEV MECH

WOMEN'S

VEST

51 D 48D

26F

27G

E3

G

G

G

G

G

G

7 C

8 C

C

C

11C

C

61C62 C

C

C

SB1

101A

B

B

B

B

B

B

28M

I

69I

C

G

F

K

K

L

H

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

F

EN

G

IN

EE

RS

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

K E

D B

Y:

AN

SI

'D

FI

LE

N A M

E:

IS

SU

E D

AT

E:

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

SHEET OF

I-311

FI

R

ST

F

L O O

R S

IG

N

A G E

PL

AC

EM

EN

T

PL

AN

AR

EA

B

AV

IA

T I O

N M

AI

NT

EN

AN

CE

T

R A

IN

IN

G

F

AC

IL

IT

Y

FO

RT

E

US

TI

S, V

A.

NO

R F O

LK

D

IS

T R

IC

T

N O

RF

O

LK

, V A.

RT

A

SU

BM

IT

TA

L

J.

W

AI

N

W R

IG

H

T

J.

W

AI

N

W R

IG

H

T

D . G

EB

LE

R

J.

W

AI

N

W R

IG

H

T

JU

N

E

PR

O

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C T

N O

C O

N

TR

AC

T

N O

IN

TE

R

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R S

I-3

648361

N

8' 16' 24'

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

0'

SCALE: NTS

KEY PLAN

'C' 'B' 'A'

'F' 'E' 'D''G'

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

FIRST FLOOR SIGNAGE PLACEMENT PLAN - AREA B

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BASE BID AND SHEET A-901 FOR THE OVERALL PLAN FOR THE

BID OPTION.

2. DESIGN BASED ON SYSTEM 2/90 ARCH MODULAR SIGN

SYSTEM. "OR EQUAL" PRODUCTS WILL BE CONSIDERED.

SUBMIT SAMPLES/SHOP DRAWINGS FOR APPROVAL.

3. MECHANICALLY FASTEN GENERAL SIGNAGE TO THE WALL.

USE PRESSURE SENSITIVE TAPE WHERE MOUNTED TO

DOOR U.O.N.

4. GENERAL CONTRACTOR SHALL GENERATE AND SUBMIT

DRAWINGS, SAMPLES, AND SIGN SCHEDULE TO COR AND OWNER

FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

WORK.

5. SEE FINISH LEGEND SHEET I-002, FINISH LEGEND NOTES # 21

FOR SIGNAGE FINISH COLORS.

6. DO NOT MECHANICALLY FASTEN SIGNAGE UNITS TO

RATED AND/OR UL TESTED COMPONENTS.

7. MOUNT ROOM SIGNS PER SHEET I-310 THROUGH I-319

FOR BASE BID AND SHEET I-906 FOR BID OPTION, AS PER

INSTALLATION HEIGHTS ON SHEETS I-503 THROUGH

I-505 FOR THE BASE BID AND SHEET I-902 FOR THE BID

OPTION.

8. SUBMIT SAMPLES OF SIGNAGE AND COLORS PER

SPECIFICATIONS SECTION 10 14 00.20.

9. MOUNT EXTERIOR SIGNS WITH STAINLESS STEEL

MASONRY SLEEVE ANCHORS.

10. EXTERIOR BUILDING NUMBERS AND SIGNS ARE REQUIRED.

MOUNT WHERE INDICATED ON DRAWINGS. CONFIRM

BUILDING NUMBERS AND LOCATION WITH COR.

11. EXTERIOR SIGNAGE SHOULD BE FABRICATED WITH

NON-FERROUS MATERIALS THAT ARE WEATHER AND

UV RESISTANT. EXTERIOR SIGNAGE SHALL MATCH BASE

STANDARDS.

12. WHEN INSTALLING SIGNS ON GLASS DOORS, PLACE

SIGNS BACK TO BACK. PROVIDE A BLANK IF NO SIGN

IS REQUIRED ON BACK.

13. COORDINATE EVACUATION MAP WITH COR AND SAFETY OFFICE

PRIOR TO PRODUCTION.

14. SIGNS INDICATING CORRIDORS, LOBBY, AND ENTRANCE

VESTIBULES ARE NOT REQUIRED.

OPEN OFFICE

STORAGE

RECYCLING

OPS

STAIR B

SB2

CIRCULATION

DATA CENTER

LOBBY

CIRCULATION

CO

OPEN OFFICE

XO

1SG

OFF

ELEC

OFF

TR

BREAK

ROOM

ELEV

EA2

A-

A-

A-

A-

C

110C

E

C

C

C

C

114 C

82 C

A

86A

83A A

A

A

G

87 G

G

G

112 G

I

73 I

L

K

K

H

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

F

EN

G

IN

EE

RS

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

K E

D B

Y:

AN

SI

'D

FI

LE

N A M

E:

IS

SU

E D

AT

E:

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

SHEET OF

I-318

SE

C

O N

D F

LO

O

R S

IG

N

AG

E

PL

AC

EM

EN

T

PL

AN

AR

EA

B

AV

IA

T I O

N M

AI

NT

EN

AN

CE

T

R A

IN

IN

G

F

AC

IL

IT

Y

FO

RT

E

US

TI

S, V

A.

NO

R F O

LK

D

IS

T R

IC

T

N O

RF

O

LK

, V A.

RT

A

SU

BM

IT

TA

L

J.

W

AI

N

W R

IG

H

T

J.

W

AI

N

W R

IG

H

T

D . G

EB

LE

R

J.

W

AI

N

W R

IG

H

T

JU

N

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PR

O

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C T

N O

C O

N

TR

AC

T

N O

IN

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R

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R S

I-3

648368

N

8' 16' 24'

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

0'

SCALE: NTS

KEY PLAN

'C' 'B' 'A'

'F' 'E' 'D''G'

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

SECOND FLOOR SIGNAGE PLACEMENT PLAN - AREA B

M

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E

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/2

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BASE BID AND SHEET A-901 FOR THE OVERALL PLAN FOR THE

BID OPTION.

2. DESIGN BASED ON SYSTEM 2/90 ARCH MODULAR SIGN

SYSTEM. "OR EQUAL" PRODUCTS WILL BE CONSIDERED.

SUBMIT SAMPLES/SHOP DRAWINGS FOR APPROVAL.

3. MECHANICALLY FASTEN GENERAL SIGNAGE TO THE WALL.

USE PRESSURE SENSITIVE TAPE WHERE MOUNTED TO

DOOR U.O.N.

4. GENERAL CONTRACTOR SHALL GENERATE AND SUBMIT

DRAWINGS, SAMPLES, AND SIGN SCHEDULE TO COR AND OWNER

FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

WORK.

5. SEE FINISH LEGEND SHEET I-002, FINISH LEGEND NOTES # 21

FOR SIGNAGE FINISH COLORS.

6. DO NOT MECHANICALLY FASTEN SIGNAGE UNITS TO

RATED AND/OR UL TESTED COMPONENTS.

7. MOUNT ROOM SIGNS PER SHEET I-310 THROUGH I-319

FOR BASE BID AND SHEET I-906 FOR BID OPTION, AS PER

INSTALLATION HEIGHTS ON SHEETS I-503 THROUGH

I-505 FOR THE BASE BID AND SHEET I-902 FOR THE BID

OPTION.

8. SUBMIT SAMPLES OF SIGNAGE AND COLORS PER

SPECIFICATIONS SECTION 10 14 00.20.

9. MOUNT EXTERIOR SIGNS WITH STAINLESS STEEL

MASONRY SLEEVE ANCHORS.

10. EXTERIOR BUILDING NUMBERS AND SIGNS ARE REQUIRED.

MOUNT WHERE INDICATED ON DRAWINGS. CONFIRM

BUILDING NUMBERS AND LOCATION WITH COR.

11. EXTERIOR SIGNAGE SHOULD BE FABRICATED WITH

NON-FERROUS MATERIALS THAT ARE WEATHER AND

UV RESISTANT. EXTERIOR SIGNAGE SHALL MATCH BASE

STANDARDS.

12. WHEN INSTALLING SIGNS ON GLASS DOORS, PLACE

SIGNS BACK TO BACK. PROVIDE A BLANK IF NO SIGN

IS REQUIRED ON BACK.

13. COORDINATE EVACUATION MAP WITH COR AND SAFETY OFFICE

PRIOR TO PRODUCTION.

14. SIGNS INDICATING CORRIDORS, LOBBY, AND ENTRANCE

VESTIBULES ARE NOT REQUIRED.

FINISHED

FLOOR

5'

- 0

" A

FF

3"

LOCATION 2 LOCATION 3 LOCATION 4LOCATION 1

5'

- 0

" A

FF

5'

- 0

" A

FF

ELEVATOR LOCATION

5'

- 0

" A

FF

5"

9"

TYPE B - CLASSROOM WITH 8.5"X11" INSERT

TYPE F - INTERIOR OCCUPANCY

MAXIMUM

OCCUPANCY

NOT TO EXCEED

# PERSONS

BRAILLE

1/2" HIGH

ADA

TACTILE

COPY

SLIMLINE ENDCAPS

CLASSROOM

2" HIGH

ADA

TACTILE

COPY

SLIMLINE ENDCAPS

8.5" X 11" CLEAR

INSERT WITH

COPY TO BE

PROVIDED BY

GOVERNMENT

END USER

TYPE C - PERMANENT ROOM IDENTIFICATION SIGNTYPE A - ROOM IDENTIFICATION SIGN

OPTIONAL 1 1/2 TACILE

ROOM NUMBER WITH

BRAILLE HELVETICA NEUE

ROMAN

6" SYMBOL

1" TACILE ROOM

DESCRIPTION WITH

BRAILLE

HELVETICA NEUE 55 ROMAN

TYPE D&E - RESTROOM IDENTIFICATION SIGN

OPTIONAL 1 1/2 TACILE

ROOM NUMBER WITH

BRAILLE HELVETICA NEUE

ROMAN

6" SYMBOL

1" TACILE ROOM

DESCRIPTION WITH

BRAILLE

HELVETICA NEUE 55 ROMAN

TYPE I - STAIR IDENTIFICATION SIGN

5/8" MESSAGE

TEXT

HELVETICA

NEUE 55 ROMAN

REPLACEABLE

EVACUATION

MAP

TYPE L - ELEVATOR EGRESS SIGN

2" TACTILE LEVEL

DESIGNATION WITH

BRAILLE

2" TACTILE LEVEL

DESIGNATION WITH

BRAILLE

TYPE K - ELEVATOR HOIST WAY LEVEL INDICATORS

3" MESSAGE INSERT

PANELS WITH 1 1/2

ARROWS AND 1"

MESSAGE TEXT

HELVETICA NEUE 65

MEDIUM

TYPE H - WALL MOUNTED DIRECTIONAL SIGN

1 1/2" TACTILE ROOM

NUMBER WITH BRAILLE

3/4" PRINTED

MESSAGE

HELVETICA

NEUE 55 ROMAN

REMOVABLE END CAPS

1 1/2" TACTILE ROOM

NUMBER WITH BRAILLE

3/4" PRINTED

MESSAGE

HELVETICA

NEUE 55 ROMAN

PRINTED PAPER INSERT

WITH ROOM

DESCRIPTION

REMOVABLE END CAPS

BROWN BACKGROUND

WITH

WHITE LETTERS

EMERGENCY

SHUTDOWN OF

OUTSIDE PUSH

BUTTON. PUSH TO

ACTIVATE. RED

LIGHT FLASHES IN

ACTIVATED STATE.

PULL TO

DE-ACTIVATE.

COORDINATE

INSTALLATION

LOCATION WITH COR AND

SHUT OFF BUTTON

TYPE J - EMERGENCY SHUT OFF BUTTON

EVACUATION MAP

1" HIGH TEXT

1/2" BORDER

CONTRACTOR TO

PROVIDE MAP IN

ACCORDANCE

WITH

NFPA 101

TYPE G - EVACUATION MAP

8"

8" 1' - 0"

1'

6"

9"

9"

3" 6"

9"

9"

3" 6"

9"

1'

2"

3" 8"

3"

8 1/2"

9"

1'

1/

2"

3"

1/ 2"

2"

8 1/2"

1'

6"

1' - 0"

11 1/2"

3 1/2"

3"

3"

3"

2'

6"

1' - 8"

1' - 0"

1'

0"

1' - 8"

1'

4"

TYPE M- BUILDING DIRECTORY

US Army Corps of Engineers ®

SHEET ID

US

A

RM

Y

CO

RP

S O

F

EN

G

IN

EE

RS

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

K E

D B

Y:

AN

SI

'D

FI

LE

N A M

E:

IS

SU

E D

AT

E:

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

SHEET OF

I-503

IN

TE

R

IO

R S

IG

N

AG

E

D

ET

AI

LS

AV

IA

T I O

N M

AI

NT

EN

AN

CE

T

R A

IN

IN

G

F

AC

IL

IT

Y

FO

RT

E

US

TI

S, V

A.

NO

R F O

LK

D

IS

T R

IC

T

N O

RF

O

LK

, V A.

RT

A

SU

BM

IT

TA

L

J.

W

AI

N

W R

IG

H

T

J.

W

AI

N

W R

IG

H

T

D . G

EB

LE

R

J.

W

AI

N

W R

IG

H

T

JU

N

E

PR

O

JE

C T

N O

C O

N

TR

AC

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IN

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I-5

648371

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INTERIOR SIGNAGE LOCATIONS

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SCALE: NTS

SIGNS