AMENDMENT 02 - PLANS (2).pdf

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Attached to
MF-0004-17 3rd SFG(A) Isolation Kennel Federal contract opportunity
Solicitation number
W912PM20B0020
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

About this file

This document contains details for a federal contract solicitation to construct an isolation kennel at Fort Bragg, North Carolina. The U.S. Army Corps of Engineers, Wilmington District is seeking a firm-fixed price contract for construction of a pre-engineered metal building to house Military Working Dogs in temporary quarantine. The approximately 1,260 square foot building will include individual kennel runs divided by CMU walls for six dogs, along with associated electrical, lighting, and HVAC systems. The concrete slab floor will have a resinous epoxy finish sloped to a continuous trough, and CMU walls will be finished with epoxy paint up to the ceiling. The contract NAICS code is 236220 with a size standard of $39.5 million, and the construction magnitude is estimated between $500,000 to $1 million. The proposal due date will be specified in the forthcoming solicitation. This is a 100% small business set-aside requiring registration in the System for Award Management. Interested contractors should monitor the identified solicitation number on beta.sam.gov for additional details and amendments.

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Other files for this federal contract opportunity

Other files attached to MF-0004-17 3rd SFG(A) Isolation Kennel, newest first.
File Type Posted
TECHNICAL SUMMARY OF CHANGES.pdf PDF
W912PM20B0020 Amendment 0002 Conformed Copy.pdf PDF
Amendment 02 Specifications.pdf PDF
W912PM20B0020 Amendment 0002.pdf PDF
MF-00004-17 SDite Visit Attendance Roster.pdf PDF
W912PM20B0020 Amendment 01 CC.pdf PDF
W912PM20B0020 Amendment 01.pdf PDF
MF-00004-17_RTA_PLANS.pdf PDF
FINAL RTA_SPECS_MF-00004-17 3rd SFG Isolation Kennel.pdf PDF
W912PM20B0020 MF-0004-17 3rd SFG Isolation Kennel.pdf PDF

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Text version

TYP. ASUS

POINT OF DEMARCATION.

CLEAN OUT.

4" - 271.5 INV

WATER AND SEWER LINES

SHOWN FOR REFERENCE

ONLY. SIZING, ALIGNMENTS

AND LOCATION TO BE

DESIGNED AND CONSTRUCTED

BY ASUS

WWW

BID OPTION:

ADDITIONAL HYDRANT BY ASUS WILL BE REQUIRED

IF BID OPTION OF FIRE SPRINKLERS IS

EXERCISED.

BID OPTION:

FIRE BFP AND SERVICE

LATERAL TO SPRINKLER SYSTEM

PER ASUS

WATER METER AND

BACKFLOW PREVENTER

IN HEATED ENCLOSURE

PER ASUS

EXISTING HYDRANT

EXISTING HYDRANT

EXISTING SS MH

(278.8) RIM

(266.69) 8" INV IN

(266.59) 8" INV OUT

BASED ON ASUS RECORD

DRAWINGS DATED 6/13/18

S

A

N

S

A

N

S

A

N

S

A

N

W

WWWWWW

G

GAS LINE AND METER

SHOWN FOR REFERENCE

ONLY. SIZING, ALIGNMENTS

AND LOCATION TO BE

DESIGNED AND CONSTRUCTED

BY PIEDMONT

HVAC EQUIPMENT ON CONCRETE PAD

(SHOWN FOR REFERENCE,

SEE MECHANICAL DWGS FOR DETAILS)

PROPOSED

ISOLATION

KENNELS

EXISTING SANDHILLS

TRANSFORMER

ROOM 101

I F

B

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

O

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P S

F

E

N G

I N

E E

R S

D R

A W

I N

G

C

O D

E

F B

UTILITY NOTES:

1. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING

UTILITIES BEFORE BEGINNING WORK. CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN THE FIELD LOCATED UTILITIES

AND THE UTILITIES SHOWN ON THE PLANS. UTILITIES

SHOWN ON PLAN ARE BASED ON AS-BUILT DRAWINGS BY

ASUS DATED JUNE 13, 2018 AND PLANS TITLED "SOF

MILITARY WORKING DOG KENNEL FT. BRAGG, NORTH

CAROLINA" BY BURNS & MCDONNELL DATED OCTOBER 12,

2009.

2. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

CONTINUATION OF LINES WITHIN THE BUILDING.

3. ALL DOMESTIC WATER MAINS SHALL BE A MINIMUM OF

3-FEET BELOW GRADE. ALL FIRE WATER MAINS SHALL BE A

MIN OF 3.5' BELOW GRADE.

4. ALL EXPOSED PIPE SHALL BE HEAT TRACED AND

INSULATED.

5. ASUS STANDARD DETAILS SHALL BE USED FOR THE

INSTALLATION OF THE WATER AND SANITARY SEWER

SERVICES.

6. CONTRACTOR SHALL COORDINATE WITH SANDHILL UTILITY

SERVICES, PIEDMONT NATURAL GAS AND ASUS FOR ALL

SITE UTILITIES. SITE UTILITIES WILL BE DESIGNED AND

CONSTRUCTED BY PRIVATE UTILITY COMPANIES AND ARE

SHOWN FOR REFERENCE ONLY ON THIS SHEET.

7. ALL PRESSURIZED PIPES SHALL HAVE THRUST BLOCKS OR

MECHANICAL RESTRAINT JOINTS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASE OF

MATERIALS AND INSTALLATION OF WATER AND SANITARY

SEWER SERVICES FROM THE BUILDING TO THE POINT OF

DEMARCATION (5-FEET FROM BUILDING FACE). ASUS WILL

BE RESPONSIBLE FOR DESIGN, PURCHASE OF MATERIALS

AND INSTALLATION OF WATER AND SANITARY SEWER

SERVICES FROM THE POINT OF DEMARCATION TO THE

POINT OF CONNECTION TO THE EXISTING UTILITIES.

N

SCALE 1" = 30'

LEGEND:

POINT OF CONNECTION/DEMARCATION

150' RADIUS AROUND EXISTING HYDRANT

DOMESTIC/ FIRE WATER LINE BY ASUS

SANITARY SEWER LINE BY ASUS

NATURAL GAS LINE BY PIEDMONT

BID OPTION

Feet

0 60 120

SAN

W

CU101

U T

I L

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Y

P

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W I L M

I N

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AutoCAD SHX Text

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PP

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PP

AutoCAD SHX Text

BL

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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BL

AutoCAD SHX Text

BL

AutoCAD SHX Text

BL

AutoCAD SHX Text T

AutoCAD SHX Text

CHICKEN ROAD

AutoCAD SHX Text

AF

AutoCAD SHX Text

AF

AutoCAD SHX Text

CP

AutoCAD SHX Text

FIRE BREAK

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3:1 SLOPE

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(TYP)

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151' - 24" RCP @ 0.85%

AutoCAD SHX Text

87' - 30" RCP @ 0.58%

AutoCAD SHX Text

44' - 30" RCP @ 0.50%

AutoCAD SHX Text

94' - 30" RCP @ 0.50%

AutoCAD SHX Text

87' - 24" RCP @ 0.51%

AutoCAD SHX Text

128' - 18" RCP @ 0.51%

AutoCAD SHX Text

94' - 18" RCP @ 0.70%

AutoCAD SHX Text

54' - 18" RCP @ 0.70%

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

SLOPE

DEN

5'-4" CMU WALLS

KENNEL

STAINLESS STEEL

GRILLS ABOVE

STAINLESS

STEEL GRILLS

HALLWAY

TRENCH

DRAIN

EXTERIOR

CMU WALL

STAINLESS STEEL ACCESS DOOR

ATTACHED TO TOP OF BLOCK

WALL W/ STAINLESS STEEL

PIANO HINGE

3'-4" CMU WALLS

STAINLESS STEEL

PIANO HINGE

A-401 2

GATE

SWING

GATE

SWING

2"x7"x1/4" THICK

STAINLESS STEEL

BASE PLATE (TYP.)

7'

4" C

L

TO

C L

PO

ST

CONC. CURB BELOW

5'-4" CMU WALLS (TYP.)

4'

4"

4' - 8" 5' - 8"

WIRE MESH GATE

WIRE MESHCEILING

EPOXY PAINTED CMU

A-401

THUMB TURN

LATCH

STAINLESS STEEL

ACCESS DOOR

OVER DEN - SEE

1/A-401

A-401

A-401

2' - 0"3' - 0"

5' - 0"

2'

DISHWASHER

- SEE A-101

4'' HEIGHT SOLID SURFACE

INTERGRAL COVE BACKSPLASH

WALL - SEE A-101

SOLID SURFACE ON 3/4"

PLYWOOD. (REFER TO

FINISH SCHEDULE).

4'' HEIGHT SOLID SURFACE

INTERGRAL COVE BACKSPLASH

WALL - SEE A-101

SINK

0'

4" 2'

2' - 0"

PLASTIC LAMINATE

ON 3/4" PLYWOOD

FAUX DRAWER

FRONT

SOLID SURFACE COUNTERTOP

(REFER TO FINISH SCHEDULE).

2'

6" 0'

4"

BASE. (REFER TO

FINISH SCHEDULE).

BOND BEAM -

SEE STRUCT

PLANS

CONCRETE SLAB

3'

4"

3' - 4"

STAINLESS STEEL

PIANO HINGE

CMU WALL

BEYOND

CMU LINTEL -

SEE STRUCT

SCHED FOR

REINF

CMU WALLS

TO 5'-4" A.F.F.

WIRE MESH ABOVE BOND

BEAM AND BEYOND

CEILING

STAINLESS STEEL

ACCESS DOOR

STAINLESS STEEL

OPERATING CABLE

2"X2" STAINLESS STEEL

POST, TYPICAL.2"X2" STAINLESS STEEL

POST, TYPICAL.

TRENCH

DRAIN -

SEE PLAN

2"

CONC.

SLOPE

CONC. CURB BELOW

5'-4" CMU WALLS (TYP.)

T/GROUND

FLR = 0'-0"

2" 5' - 6" 2"

2"X2" STAINLESS STEEL

HORIZ. BRACE, TYPICAL.

STAINLESS STEEL

WIRE MESH

2"X7"X1/4" THK

STAINLESS STEEL

BASE PLATE EA. SIDE

CONC. CURB EXTENSION

US Army Corps of Engineers ®

SHEET ID

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3/4" = 1'-0"1 ENLARGED TYPICAL ISOLATION KENNEL

3/4" = 1'-0"2 INTERIOR ELEVATION 101A

3/4" = 1'-0"4 INTERIOR ELEVATION 101B

3/4" = 1'-0"5 CABINET SECTION W/ D.W.

3/4" = 1'-0"6 CABINET SECTION W/ SINK

DRYER - SEE A-101

WASHER - SEE A-101

DISHWASHER

- SEE A-101

BACK SPLASH

SINK CABINET

SINK

1" = 1'-0"3 SECTION THRU KENNEL

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4.

1. CONTRACTOR SHALL COORDINATE ALL COLOR AND

FINISH SELECTIONS WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO ORDERING.

2. ALL FINISHES SHOWN ARE USED AS A BASIS OF

DESIGN. THE CONTRACTOR IS ALLOWED TO USE

OTHER MANUFACTURERS MEETING EQUIVALENT

SPECIFICATIONS. ALL FINISHES SHALL BE

APPROVED BY THE GOVERNMENT PRIOR TO

INSTALLATION.

GENERAL SHEET NOTES

LEGEND

ACT = ACOUSTIC CEILING TILE

CB = CERAMIC TILE BASE

CMU = CONCRETE MASONRY UNIT

CONC = CONCRETE

CPT = CARPET

CT = CERAMIC TILE

(E) or EXIST= EXISTING TO REMAIN

EXP = EXPOSED

FF = FACTORY FINISH

GR = GROUT

GWB = GYPSUM WALL BOARD

HDWR = CABINETRY HARDWARE

HPL = HIGH PRESSURE LAMINATE

MB = MINI BLINDS

MR = MOISTURE RESISTANT

MR/GWB = MOISTURE RESISTANT BYPSUM WALL

BOARD

P-# = PAINT

PLAM = PLASTIC LAMINATE

QT = QUARRY TILE

RAF = RAISED ACCESS FLOORING

RB = RUBBER BASE

RES = RESILIENT

S-# = STAIN

SC = SEALED CONCRETE

STR = OPEN TO STRUCTURE ABOVE

VCT = VINYL COMPOSITION TILE

WT = WALL TILE

WR/CBB = WATER RESISTANT CEMENT BACKER

BOARD

WC = WINDOW COVERING

INTERIOR FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME FLOOR

FINISH

WALL

BASE

WALL

FINISH

CEILING

MATERIAL HEIGHT

REMARKS

FINISH KEY

DESCRIPTION MANUFACTURER

FINISH

PATTERN

FLOORING

BASE

WALLS

CEILING

DOORS

EPF-1 GYP-1PT-1

VCT-1 EPOXY POURED FLOORING WITH TRACTION GRIT

EPF-1 EPOXY POURED FLOORING INTEGRAL BASE

PT-1

PT-3

GYP-1

EPOXY PAINT

STONHARD

STONHARD

SHERMAN WILLIAMS

PAINT

STONCLAD GS WITH STONKOTE HT4 AND TEXTURE #2 PEWTER

HIGH PERF. COATING SW7517 CHINA DOLL

NOTES

EPF-1

SC PT-2

EPF-1

EXP

PT-1 GYP-1

OPEN

8'-0"

8'-0"

EPF-1

NONE

MILLWORK

SS-1 SOLID SURFACE CORIANDUPONT

ELECTRICAL ROOM

STORAGE/LAUNDRY

ISOLATION KENNEL

FINISH KEY NOTES:

1. CONTRACTOR SHALL COORDINATE ALL COLOR AND FINISH SELECTIONS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO ORDERING.

2. PATCH AND REPAIR FINISHES AS NEEDED TO MAKE NEW. PRODUCT IDENTIFIED IS POSSIBLE OPTION. FINAL SELECTION MUST MATCH EXISTING SITE

FINISHES AND PRODUCTS, AND AS APPROVED BY THE GOVERNMENT.

3. ALL FINISHES SHOWN ARE USED AS A BASIS OF DESIGN. THE CONTRACTOR IS ALLOWED TO USE OTHER MANUFACTURERS MEETING EQUIVALENT SPECIFICATIONS. ALL FINISHES SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO INSTALLATION.

SIZE COLOR

FINISH

EXP

P-1

PT-1

CODE

STONCLAD GS WITH STONKOTE HT4 AND TEXTURE #2 PEWTER

PT-2 PAINT SHERMAN WILLIAMS HIGH PERF. COATING

SW6040 LESS BROWNSHERMAN WILLIAMS HIGH PERF. COATING DOORS/ FRAMES

MOISTURE RESISTANT GYPSUM WALLBOARD, EPOXY PAINTED SW7006 EXTRA WHITESHERMAN WILLIAMS HIGH PERF. COATING

COTTAGE LANE WINDOW SILLS /

COUNTER TOPS

PLAM PLASTIC LAMINATE HIGH PRESSURE LAMINATEWILSONART HARVEST MAPLE CADINETS

US Army Corps of Engineers ®

SHEET ID

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4.

6 6

TYP.

TYP.1

TYP.

TYP.

TYP.

ab a11

A a11

A a11

A a11

A a11

A a11

A

A b

B b

B b

B b

B b

B b

B

A ab

C12

X1

C

C

C

C

C12C12

Storage/Laundry

Elect. Room

Isolation Kennel d

Ad

MECH.

CHASE

d

TYP.10

TYP.

ATTIC

ACCESS

1. THE CONTRACTOR SHALL COMPLY WITH THE LATEST

EDITION OF NFPA 70 (NATIONAL ELECTRICAL CODE)

AND ALL APPLICABLE LOCAL CODES.

2. THE CONTRACTOR SHALL COORDINATE WITH THE

ARCHITECTURAL, MECHANICAL, STRUCTURAL

DRAWINGS AND SPECIFICATIONS FOR EXACT

LOCATION OF EQUIPMENT.

3. LED FIXTURES MUST BE COMPLIANT PER IESNA

LM-79 AND LM-80, HAVE 4000K LAMPS, LUMEN

OUTPUT SHALL BE WITHIN +/-10% OF LISTED, A

MINIMUM OF 70% LUMEN MAINTENANCE AT 50,000

HOURS, AND HAVE A MINIMUM 5 YEAR WARRANTY

ON LED'S AND DRIVER.

4. VERIFY TRIM REQUIREMENTS AND FINAL FIXTURE

PLACEMENT WITH ARCHITECTURAL REFLECTED

CEILING PLANS.

5. INSTALL FIXTURE PER MANUFACTURER'S

RECOMMENDATIONS.

6. ALL KENNEL CORRIDOR SWITCHES, LIGHTING AND

EXIT SIGNS SHALL BE WATERPROOF.

7. OMITTED.

8. OMITTED.

GENERAL SHEET NOTES

SHEET KEY NOTES#

1. SURFACE MOUNTED LED LIGHTING FIXTURES,

WEATHERPROOF ENCLOSURE, 120V.

2. PENDANT MOUNTED LED LIGHTING FIXTURES,

WEATHERPROOF ENCLOSURE, 120V.

3. PENDANT MOUNTED LED EMERGENCY LIGHTING

FIXTURES, WEATHERPROOF ENCLOSURE, 120V.

4. 3 WAY SWITCH, WEATHERPROOF.

5. EXIT SIGN AND EMERGENCY LIGHTS WITH BATTERY

PACK, WEATHERPROOF.

6. EXTERIOR LIGHTS, 120V.

7. SINGLE SWITCH, WEATHERPROOF.

8. PANEL BOARD - EP-101 POWER PLAN.

9. HOSE BID REEL - SEE MECHANICAL PLANS.

10. UNIT HEATER - SEE MECHANICAL PLANS.

11. EXHAUST FAN - SEE MECHANICAL PLANS.

12. HVAC SUPPPLY & RETURN - SEE MECHANICAL

PLANS.

LIGHTING FIXTURE SCHEDULE

FIXTURE

TYPE (-)

DESCRIPTION WATT

A

DRIVER/BALLAST (S) LAMP(S) FIXTURE

VOLTAGE

4' LENSED

INDUSTRIAL, LED 4000 LUMEN PACKAGE 32 LED (4000K) 120

FIXTURE

MOUNTING

PENDANT

REMARKS

HEAVY GAUGE C.R.S. HOUSING, CONTOURED FROSTED ACRYLIC DIFFUSER, UL DAMP LOCATION LISTED, BAKED WHITE ACRYLIC MATTE WHITE FINISH, PAINTED AFTER FABRICATION, 5-YEAR WARRANTY.

COORDINATE MOUNTING WITH ARCHITECTURAL PLANS PRIOR TO INSTALLATION.

B 2' VANDAL RESISTANT, LED 2000 LUMEN PACKAGE 30 LED (4000K) 120

EXTRUDED ALUMINUM BACKPLATE, DIE-CAST ROUND END CAPS, VANDAL RESISTANT STAINLESS STEEL

TORX HEAD HARDWARE, CLOSED CELL NEOPRENE GASKETED, UL WET LOCATION LISTED, WHITE

POWDERCOAT PAINT FINISH

X1 THERMOPLASTIC LED

EXIT SIGN

N/A 5 INTEGRAL

LED

120 CEILING

SURFACE

6" RED LETTERS, POLYCARBONATE HOUSING, CHEVRONS AND FACES PER PLANS, .

SURGE PROTECTION, BROWNOUT, AC LOCKOUT, LOW VOLTAGE DISCONNECT, 5 YEAR WARRANTY

C 9"W x 7"H x 4"D WALL

SCONCE, LED

2000 LUMEN PACKAGE

(BUG RATING: B2-U0-G1)

18 LED (4000K) 120 ALUMINUM HOUSING, TEMPERED GLASS LENS, STAINLESS STEEL CAPTIVE FASTENERS, IES FULL CUT OFF, WALL WASH FLOOD OPTICS, UL WET LOCATION, POWDERCOAT PAINT FINISH, 5YEAR WARRANTY

SURFACE

SURFACE

WALL 8'-0" AFF

US Army Corps of Engineers ®

SHEET ID

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1/4" = 1'-0"1 LIGHTING - CEILING PLAN

AM

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4' 02' 8' 12'4'

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

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1. ELECTRIC LOCK/EXIT DEVICE.

2. 1/2" CORED PATH WITH PULL STRING TO

RECESSED 2" X 4" JUNCTION BOX.

3. 4" X 4" JUNCTION BOX WITH TAMPER

COVER. STUB 3/4" EMT FROM BOX,

FLUSH WITH TOP OF DOOR FRAME.

4. DOOR CONTACT/HIGH SECURITY

SWITCH DEVICE.

5. MULT-TECHNOLOGY CARD READER WITH

KEY PAD (BID OPTION).

6. SECURITY JUNCTION BOX (SJB) 4" X 4"

WITH COVER.

7. 2" X 4" RECESSED JUNCTION BOX FOR

LKM WIRE.

1. CONTRACTOR SHALL PROVIDE CONDUIT RACEWAY SYSTEMS AND ALL CABLING.

2. DETAIL SHALL ALSO APPLY FOR INSWINGING DOORS EXCEPT FOR NOTE 2 WHICH

IS NOT REQUIRED FOR INSWINGING DOORS.

3. CONTRACTOR MUST COORDINATE REQUIREMENTS WITH DOOR INSTALLER.

REFER TO SPECIFICATION 08 71 00 DOOR HARDWARE.

SJB

3/4" C.

3/4" C.

1" C.

3/4" C.

SJB

CEILING LINE

UNSECURED SIDE

SECURED SIDE

DC/HSSD

CR

1" EMT CONNECTED TO EXISTING

CONTROL SYSTEM PANEL IN ROOM 101

OF MAIN KENNEL BLDG OX 104.

PROVIDE A 120V POWER.

1" EMT CONDUIT TO EXISTING CONTROL

SYSTEM PANEL IN ROOM 101 OF MAIN

KENNEL BLDG OX 104.

SECURITY

JUNCTION BOX (SJB)

2"X4" JUNCTION BOX FOR DUPLEX

POWER RECEPTACLE

2"X4" JUNCTION BOX FOR POWER

DISCONNECT SWITCH

CR

NOTES:

KEY NOTES:#

" A

.F .F

TYPICAL SINGLE DOOR

PANEL NAME:

VOLTAGE:

BRANCH:

FED FROM:

NOTE:

ELECTRICAL CONTRACTOR SHALL IDENTIFY AS

SHOWN ABOVE ALL ELECTRICAL PANELS (EXISTING

AND NEW) INVOLVED IN THIS PROJECT

PANEL "XXXX"

120/208V, 3⌀, 4W

FED FROM PANEL "XXXX"

VIA T-XXX

1/2" HIGH LETTERING FOR

PANELBOARD NAME.

FASTEN WITH BRASS

SCREWS

1/4" HIGH LETTERING FOR

REMAINING TEXT

1/8" THICK WHITE PLASTIC

WITH BLACK COLORED

LETTERS PER SPECIFICATIONS

TYPICAL 120/208V PANELBOARD

US Army Corps of Engineers ®

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EP-501

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M F-

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FY

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El ec t.r vt

1/8" = 1'-0"1 DETAIL

AM

EN

D

M

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T

.1 4.

3" = 1'-0"2 PANELBOARD DESIGNATION DETAIL

12" = 1'-0"3 PANELBOARD DETAIL

LO

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CIVIL Amendment 02
CU101 Utility Plan
ARCHITECTURAL Amendment 02
A-401 - ENLARGED KENNEL PLAN & ELELVATIONS
A-602 - INTERIOR FINISH SCHEDULE & KEY
ELECTRICAL Amendment 02
EL-101 - LIGHTING - FLOOR PLAN
EP-501 - SPECIAL SYSTEMS DETAILS

File details come from the government source that posted it. Updated .