Amendment 0002 Concept Drawings FTC DoDEA CSO Roof and RTU Replacement_ RFP_25.12.1.pdf

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FTC CSO DoDEA Roof and RTU Replacement
Solicitation number
W912QR-52803153
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About this file

These are construction design documents for a roof and rooftop unit (RTU) replacement project at Building 84 for the Department of Defense Education Activity (DoDEA) located at Fort Campbell, Kentucky. The project involves comprehensive roof system replacement, including demolition of existing roofing materials, installation of new polyiso insulation, cover board, PVC roofing membrane, and replacement of multiple rooftop mechanical units. The design includes base bid and optional bid items, such as full roof replacement (Bid Option 1), new metal gutters, downspouts, and expansion joints. Mechanical and electrical work includes removing existing natural gas piping, replacing air handling units, exhaust fans, and reworking electrical circuits and photocell installations. The project is designed to meet IECC Climate Zone 4A insulation requirements with an R-30 roof insulation specification.

The design documents provide detailed plans for the demolition and replacement process, including specific notes on roof slopes, curb heights, drainage requirements, and transition methods between existing and new roofing systems. The project scope covers multiple roof sections with varying dimensions, and includes provisions for maintaining existing roof structure elements while upgrading the overall roofing and mechanical systems. The US Army Corps of Engineers has prepared these concept documents, which are marked "CONCEPT, NOT FOR CONSTRUCTION", indicating they are preliminary design plans subject to potential modifications before final construction implementation.

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PROJECT SITE

PROJECT SITE

AREA OF

CONSTRUCTION

ACCESS

GATE

ACCESS ROUTEACC

ESS R

O U

TE

PROJECT SITE

MAP ENLARGEMENT

.ARCHITECTURAL.

AD1.0 ROOF - CONCEPT DEMOLITION PLAN

A1.3 ROOF PLAN

.GENERAL.

G1.1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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FORT CAMPBELL, KENTUCKY

FTC CSO DoDEA ROOF AND RTU REPLACEMENT

CONCEPT, NOT FOR CONSTRUCTION

DRAWING INDEX

.MECHANICAL.

M1.0 MECHANICAL PLAN

.ELECTRICAL.

E-1.0 ROOFTOP POWER EQUIPMENT PLAN

E-2.0 DODEA Rooftop HVAC Power

BUILDING ID: 84

NORTHNORTH

CONSTRUCTION LAYDOWN AREAVICINITY MAP ENLARGEMENTVICINITY MAP

NORTH

118' - 2" 60' - 1 1/8" 110' - 4 1/8"

66' - 1 1/4" 43' - 0 3/8"

/8

/8

3' - 6 5/8"

3' - 5 1/2"

18' - 0 1/8" 73' - 1 1/2" 16' - 11 7/8" 33' - 0 3/4"

/4

/8

D-22.1

D-22.1

E07-01

D-23.1

E07-02

E07-02

E07-02

D-23.1

D-22.1

D-23.1

D-22.1D-22.1

D-23.1

D-22.1

D-22.1

D-23.1

D-22.1

D-23.1

D-22.1

D-22.1

D-23.1

D-22.1D-22.1

D-23.1

D-22.1

D-23.1

D-22.1

D-22.1

D-07.1

D-22.1

D-23.1

D-07.1

D-07.1D-07.1

D-07.1D-07.1

D-07.1D-07.1

D-07.1D-07.1

E07-01

E07-01

D-10.1

D-07.3

D-07.2

D-07.3

D-07.3

D-07.3

D-07.3

D-07.3 D-07.3

D-07.3

D-07.3

D-07.3 D-07.3

D-07.3

D-07.3

A1.3

A1.3

REFERENCE KEYNOTES

EXISTING ROOF STRUCTURE JOISTS

EXISTING GYPSUM FORM BOARD

TO REMAIN

EXISTING POURED GYPSUM,

THICKNESS VARIES FROM 2" TO 2.5"

TO REMAIN

EXISTING NAILED FIBERGLASS

BASE SHEET TO BE DEMO'D

SPRAYED POLYURETHANE FOAM

TO BE DEMO'D

SILICONE COATING TO BE DEMO'D

SKIM COAT / PATCH POURED GYP

AFTER CUTTING BULB TEES N

E

W

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SCALE: 1" = 10'-0"

CONCEPT ROOF DEMO PLAN

SCALE: 1" = 1'-0"

EXISTING ROOF CONCEPT DEMO

NORTH

D-07.1 BID OPTION 1: DEMO EXISTING ROOFING SYSTEM TO

DECK. PATCH DECK WHERE DAMAGED BY DEMO AND

PREVIOUS BULB TEE FASTENERS.

D-07.2 BASE BID: REMOVE 4FT PERIMETER SECTION OF

ROOFING AROUND THE RTU REPLACEMENTS TO ALLOW

PROPER FLASHING AND PUT BACK OF ROOFING

SYSTEMS. (NOT APPLICABLE IF BID OPTION 1 ACCEPTED)

D-07.3 BID OPTION 1: DEMO SECTION AROUND ROOF DRAIN

PENETRATION TO ALLOW FOR CAPPING OF PIPE AND

PATCH BACK OF ROOFING. NOTE LOCATIONS WHERE

DRAIN BODY IS WITHIN 4FT DISTANCE OF RTU

REPLACEMENT; IN THIS INSTANCE ONLY DRAINS TO BE

REMOVED AND CAPPED WITH BASE BID SCOPE.

D-10.1 BID OPTION 3: REMOVE EXISTING FABRIC AWNING AND

FRAME.

D-22.1 BID OPTION 1: DEMO EXISTING ROOF DRAINS. REMOVE

DRAIN BODY AND PIPING BELOW DECK. CAP ABANDONED

LINES AND LABEL LINES WHERE UNABLE TO REMOVE.

D-23.1 BASE BID: DEMO EXISTING ROOF TOP UNITS TO PREPARE

FOR NEW REPLACEMENT OF UNITS, COORDINATE WITH

MECHANICAL INFO FOR REMOVAL.

D-23.2 BASE BID: DEMO ABANDONED GAS LINES ON ROOF.

E07-01 EXISTING ROOF EDGE

E07-02 EXISTING ROOF EXPANSION JOINT TO BE REMOVED AND

REPLACED.

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ROOF PLAN GENERAL NOTES

A. ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN

SHEETS.

B. ROOF SLOPES ARE CREATED BY TAPERED IN INSULATION.

C. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/2-INCH

PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED

OTHERWISE.

D. ALL ROOF CURBS TO BE A MINIMUM OF 8 INCHES ABOVE

ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF

SADDLES AT ROOF CURBS TO PROVIDE DRAINAGE AROUND

CURB.

COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS

FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS

NOT SHOWN ON THIS DRAWING.

E. FLASH PENETRATION, CURBS, VENTS AND STACKS PER

MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN

ON DRAWINGS.

/2

1/2" / 1'-0"

/2

1/2" / 1'-0"

/8

" / 1 '-0

/8

A-10.1

A-7.2

A-7.3

A-7.21 A-7.4

A-7.5

A-7.5

A-7.5

A-7.2

A-7.21

A-7.4

A-7.4

A-7.2

A-7.2

A-7.21

A-7.2

A-7.21

A-7.2

A-7.21

A-7.21

A-7.3

A-7.3 A-7.4

A-7.6 A-7.6 A-7.6 A-7.6 A-7.6

A-7.6 A-7.6 A-7.6 A-7.6 A-7.6 A-7.6 A-7.6 A-7.6 A-7.6

A-7.7

A-7.6

A-7.7

A-7.8

/2

/2

/2

/2

A-7.9

A-7.9 A-7.10

A-7.10 A-7.9 A-7.9

A-7.9

A-7.9

A-7.9

RIDGERIDGE RIDGE RIDGE RIDGE

RID

GE

RIDG

E

RID

GE

RIDG

E

A-7.11

A-7.11

A-7.11

2' - 6" TYP.

/8

5' - 0"

2' - 6"

2' - 6"1

A1.3

TYP.

A1.3

TYP.

"4' - 0"

4' - 0"

PRE-FINISHED METAL DRIP EDGE

WITH HEMMED EDGE

ROOFING MEMBRANE.

SHINGLE LAP OVER

EDGE PER

MENUFACTURER

WRITTEN INSTRUCTIONS

GALVANIZED ROOFING SHEET

METAL FASTERNERS AT 4" OC

STAGGERED OR PER MFG

WRITTEN INSTARTUCTIONS

RIGID POLY-ISO

ROOFING INSULATION

EXISTING ROOF

DECK SYSTEM.

TREATED WOOD NAILERS

METAL FASCIA CLEAT FASTENED

TO NAILERS 12"OC MIN

PRE-FINISHED SHEET

METAL GUTTER EXISTING EXTERIOR WALL

SELF ADHERED FLASHING

EDGE MEMBRANE

WOOD NAILER

METAL

COUNTERFLASHING

WITH DRIP EDGE,

INSTALL SELF

ADHERED FLASHING AT

POINT OF SCREW

ATTACHMENT

RTU

INSULTATED

RTU CURB

ROOF DECK ASSEMBLY

ROOFING MEMBRANE

FASTENERS AT 12" OC

WOOD NAILERS

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REFERENCE KEYNOTES

EXISTING ROOF STRUCTURE JOISTS

EXISTING GYPSUM FORM BOARD TO

REMAIN

EXISTING POURED GYPSUM, THICKNESS

VARIES FROM 2" TO 2.5"

EXISTING NAILED FIBERGLASS BASE

SHEET

EXISTING SPRAYED

POLYURETHANE FOAM

EXISTING SILICONE COATING

CUT EXISTING ROOFING SYSTEM BACK

PER PLANS

INSTALL SEPARATION BOARD AND SEALANT

JOINT AT INSTALL OF NEW ROOFING COVER

BOARD HEIGHT TRANSITION. THIS CAN BE

REMOVED AT LATER DATE TO ALLOW INSTALL

OF REMAINED OF ROOFING.

NEW ROOFING ASSEMBLY SLOPED TO DRAIN

OVER EDGE

APPLY FLEXIBLE MEMBRANE IN CONTINUOUS

BED OF SILICONE ADHESIVE BETWEEN

EXISTING ROOFING AND NEW MEMBRANE

BACKER ROD AND SEALANT OVER EXTERIOR

ROOFING BOARD TO ASSIST IN SETTING NEW

POLY ISO.

NEW EXISTING

1/2" / 1'-0"

V A

R

IE

S

ROOF SLOPE LINE FOR FULL ROOF

REPLACEMENT. CONTINUOUS

UNINTERUPTED SLOPE TO EDGES

• IF BASE BID OPTION ALONE IS ACCEPTED WITHOUT

THE FULL ROOF REPLACEMENT IN OPTION 1 THE

ROOFING MATERIAL TRANSITIONS SHALL BE

JOINTED FROM NEW TO OLD AS FOLLOWS:

• REPLACEMENT OF RTU UNITS WITH CURBS

AND FLASHINGS AS DESCRIBED ABOVE.

1. RTU VERTICAL PLACEMENT SHALL BE

SET TO THE HEIGHT OF THE NEW ROOF

SLOPE ELEVATION.

• REPLACE ROOFING SYSTEM A DISTANCE OF

4FT OFFSET FROM ALL FINISHED EDGES OF

THE RTU UNITS AS INDICATED IN THE

DRAWINGS. PROVIDE TRANSITION STRIP

AND FLASHING TO THE EXISTING ROOFING

SYSTEM FROM THE NEW.

THE INTENT OF THIS DETAIL IS TO FACILITATE AN

EASIER ROOFING SYSTEM REPLACEMENT FOR THE

MAJORITY OF THE ROOFING AT A LATER DATE BY

HAVING THE RTU UNITS SET AT THE HEIGHT OF

FULL REPLACEMENT.

EXISTING ROOF STRUCTURE JOISTS

EXISTING GYPSUM FORM BOARD

TO REMAIN

EXISTING POURED GYPSUM,

THICKNESS VARIES FROM 2" TO 2.5"

NEW THERMAL INSULATION - POLY-

ISO BASIS OF DESIGN

NEW 5/8" DENS-DECK COVER BOARD

NEW FULLY ADHERED PVC

ROOFING MEMBRANE

/8

/2

/2

/8

FT CAMPBELL IS CLIMATE ZONE 4A

IECC CODE REQUIRES R-30 ROOF

INSULATION

SKIM COAT / PATCH POURED GYP

AFTER DEMO CUTTING OF BULB TEES

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SCALE: 1" = 10'-0"

ROOF PLAN

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

Roof gutter detail

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

Roof RTU Curb with counterflashing

SCALE: 1" = 1'-0"A1.3

1 EXISTING ROOF TIE-IN TO NEW ROOF SYSTEM

NORTH

TOTALS: 8.35" 30.16

INSIDE AIR FILM 0.00" 0.92

GYP BOARD UNDERLAYMENT 0.63" 1.07 0.67

POURED GYP DECK 2.00" 1 2.00

POLY-ISO INSULATION 4.50" 5.7 25.65

COVER BOARD 0.625" 1.07 0.67

PVC ROOFING MEMBRANE 0.60" 0.00

OUTSIDE AIR FILM 0.00" 0.25

MATERIAL

DEPTH R/IN R-VAULE

SCALE: 1" = 1'-0"

REPLACEMENT ROOF ASSEMBLY

A-7.2 BASE BID: NEW RTU WITH ROOF CURB AND FLASHING.

SET RTU TO HEIGHT OF FUTURE ROOF REPLACEMENT

TAPER.

A-7.3 BID OPTION 1: NEW PREFINISHED METAL GUTTER

WITH OPEN-FACE DOWNSPOUTS

A-7.4 BID OPTION 1: REPLACE ROOF SYSTEM ENTIRELY

FROM DECKING THROUGH MEMBRANE. NOTE

SLOPING OF TAPERED INSULATION FOR DRAINAGE.

A-7.5 BID OPTION 1: NEW ROOF EXPANSION JOINT

A-7.6 BID OPTION 1: NEW PREFINISHED METAL OPEN FACE

DOWNSPOUT WITH OFFSET TO WALL FROM GUTTER.

A-7.7 BID OPTION 1: NEW METAL COPING CAP TO MATCH

WALL PANELS.

A-7.8 BID OPTION 1: NEW MEMBRANE ROOFING CRICKET TO

DIRECT WATER TO GUTTER AND DOWNSPOUT.

A-7.9 BID OPTION 1: NEW 1/2"/12" SLOPED MEMBRANE

CRICKET ON HIGH SIDE OF RTU UNITS, TYP.

A-7.10 BID OPTION 1: EXTEND ROOF SLOPE TAPERED FOAM

AND MEMBRANE TO RTU CURB, INFILL REMAINDER

WITH CRICKET.

A-7.11 BID OPTION 1: EMBOSSED TRACTION WALKING PATH,

125MIL MEMBRANE HEAT WELDED TO PRIMARY

MEMBRANE.

A-7.21 BASE BID: REPLACE ROOFING 4FT DISTANCE AROUND

RTU UNITS. PROVIDE TRANSITION STRIP AND

FLASHING. (NOT APPLICABLE IF BID OPTION 1 IS

ACCEPTED)

A-10.1 BID OPTION 3: NEW PREFINISHED GALVALUME

STANDING SEAM METAL AWNING ROOF AND FRAME

TO MATCH SIZE AND LOCATION OF EXISTING.

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REFERENCE KEYNOTES

A1.3

A1.3

118' - 2" 60' - 1 1/8" 110' - 4 1/8"

66' - 1 1/4" 43' - 0 3/8"

18' - 0 1/8" 73' - 1 1/2" 16' - 11 7/8" 33' - 0 3/4"

/4

/8

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -1

RTU-14A

R T

U -1

A

RTU-52

EF-16 IH-1

M3

M2 M1

M4 M5

M3

M3

M3

M3

M3 M3

M3

M3

M3

M6

TYP.

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M1.0

M E

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A

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M1 DEMOLISH EXISTING NATURAL GAS PIPING BACK TO MAIN

AND SEAL AND CAP. REFER TO RFP.

M2 DEMOLISH EXISTING NATURAL GAS PIPING BACK TO THE

METER AND PROVIDE CONNECTIONS TO THE NEW

ROOFTOP AIRHANDLING UNITS WITH THE NEWLY

INSTALLED NATURAL GAS PIPING. REFER TO RFP.

M3 APPROXIMATE LOCATION OF THE ROOFTOP AIR

HANDLING UNIT SHOWN FOR REFERENCE. EXISTING

UNITS TO BE DEMOLISHED AND REPLACED WITH NEW

INCOMING UNITS. ROOF CURB TO BE MODIFIED AS

NEEDED TO PROVIDE CONNECTIONS TO THE EXISTING

DUCTS BELOW. REFER TO RFP. TYPICAL.

M4 APPROXIMATE LOCATION OF EXISTING EXHAUST FANS

SHOWN FOR REFERENCE. EXISTING EXHAUST FAN TO BE

DEMOLISHED. REFER TO RFP. TYPICAL.

M5 APPROXIMATE LOCATION OF EXISTING GRAVITY HOOD

TO BE DEMOLISHED. REFER TO RFP.

M6 EXISTING FLOOR DRAINS SHOWN FOR REFERENCE ONLY.

REFER TO RFP.

NORTH

SCALE: 1" = 10'-0"

MECHANICAL PLAN

GENERAL NOTES:

1. DESIGN SPACE TEMPERATURE FOR COOLING SEASON IS 74 +/-2

DEGREE FAHRENHEIT.

2. DESIGN SPACE TEMPERATURE FOR HEATING SEASON IS 72 +/- 2

DEGREE FAHRENHEIT.

3. FOR CAPACITY DETERMINATION, 68 DEGREE FAHRENHEIT SPACE

DESIGN TEMPERATURE WILL BE USED FOR COOLING SEASON AND

78 DEGREE FAHRENHEIT DESIGN SPACE TEMPERATURE WILL BE

USED FOR HEATING SEASON.

A1.3

A1.3

118' - 2" 60' - 1 1/8" 110' - 4 1/8"

66' - 1 1/4" 43' - 0 3/8"

18' - 0 1/8" 73' - 1 1/2" 16' - 11 7/8" 33' - 0 3/4"

/4

/8

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -5

R T

U -1

RTU-14A

R T

U -1

A

RTU-52

E1

E1

E1

E1 E1

E1 E1

E1

E1

E1

EF-16 IH-1

E4

E2

E3

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E1 BRANCH CIRCUIT THAT SERVED EXISTING RTU SHALL BE

REWORKED TO THIS NEW RTU. REFER TO RFP.

E2 EXISTING FEEDER SHALL REROUTE INSIDE THE ROOF

CURB TO THIS NEW UNIT TO REMOVE UNNECESSARY

ROOF PENETRATION. REFER TO RFP FOR ALL

DISCIPLINES FOR COORDINATION.

E3 EXISTING PHOTOCELL AT THIS LOCATION SHALL BE

DEMOLISHED AND PROVIDED WITH NEW. WIRING AND

CONDUIT SHALL BE REWORKED THROUGH NEAREST

ROOF CURB TO REMOVE UNNECESSARY ROOF

PENETRATION. REFER TO RFP.

E4 CIRCUIT SERVING THIS EXISTING EF-16 UNIT SHALL BE

COMPLETELY DEMOLISHED. REFER TO RFP.

NORTH

SCALE: 1" = 10'-0"

ELECTRICAL PLAN

E6

E5

SCALE: 1 : 9

DODEA CSO Bldg. 84 Flooplan

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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N G

IN

E

E R

S

D R

A W

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Y

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IG

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N N

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3 5 7 9 11 13 15 17 19

L

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2 4 6 8 10 12 14 16 18 20

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E2.0

E L E

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A L P

L A

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E5 LOCATION OF WALL-MOUNTED DATA RACK CONNECTED

TO THE DODEA MAIN NETWORK.

E6 LOCATION OF CLOSEST 120/208V, 225A RATED

ELECTRICAL PANEL WITH PROVIDED SPACES.

NORTH

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