Att12_170123-Drawings_2026.pdf

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Attached to
WWYK170123, Repair Roof, Log Facility Dep Ops B201
Solicitation number
FA8137-26-R-0035
Issued by

About this file

Summary

This is a set of construction drawings for a roof repair project at Tinker Air Force Base, Oklahoma. The project, designated WWYK170123, involves repairing the roof of Building 201 (Logistics Facility), Department of Operations, at 35% design completion as of April 8, 2026. The project is managed by the 72nd Air Base Wing Civil Engineer Directorate under Air Force Materiel Command.

The scope of work includes removal of the existing built-up roof system and installation of a new 90 mil white EPDM roof membrane system. Key work elements include demolition and reinstallation of all roof curbs (20 gauge metal, 12 inches above finished roofing), replacement of all roof drains and conductor heads/downspouts, installation of through-wall scuppers as secondary drainage, replacement of the coping cap system, removal and reinstallation of RTUs and exhaust hoods, removal of roof curbs and ducts with opening caps, replacement of gooseneck exhaust roof penetrations, and retention of the existing satellite dish. The drawings specify detailed flashing requirements for plumbing vents, roof drains, base flashings, and parapet walls with metal coping, along with requirements for compatible sealants and bonding adhesives. All mechanical equipment including exhaust fans, HVAC units, and condensing units must be de-energized before removal and energized after reinstallation, with testing and balancing performed in accordance with AABC or NEBB standards. The contractor is responsible for field verification of existing conditions, protection of construction materials, erection of fencing and barricades, and repair of any damage to existing grounds or facilities caused by construction operations.

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Solicitation - FA813726R0035.pdf PDF
Att9_170123_Liquidated Damages Signed.pdf PDF
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Text version

REVIEWED BY:

REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

INDUSTRIAL HYGIENE:

DATE:

PROJECT DRAWING INDEX SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT

GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES

OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING

MINIMUM QUALITY STANDARDS, IDENTIFICATION AND

GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF

OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED

THE SPECIFIED ITEMS IN TERMS OF PHYSICAL

PROPERTIES, INCLUDING, COLOR RANGE, FINISH,

DURABILITY, APPEARANCE, PERFORMANCE

CHARACTERISTICS, AND OTHER FACTORS. OTHER

PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE

SUBMITTED FOR EVALUATION AND

APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.

2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE

CONSIDERED AS A WHOLE IN THAT THE GENERAL

CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE

RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL

SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF

THE SPECIFICATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL

CONSTRUCTION FENCING AND BARRICADES AS REQUIRED

TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT

ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE

CONSTRUCTION SITE.

4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES

CAUSED BY CONSTRUCTION TRAFFIC OR ANY

CONSTRUCTION OPERATION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE

UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW

LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE

"EXISTING" OR "BY OTHERS".

WWYK170123

REPAIR ROOF, LOG FCLTY

DEP OPS B201

KEY PLAN:

GENERAL NOTES:

PROJECT

LOCATION

SHT.SEQ. SHEET TITLE

OF

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SHEET

SHEET NUMBER

SH

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

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01 06

DISCIPLINE

1 G-101 GENERAL NOTES & VICINITY MAP

2 R-101 AERIAL IMAGE OF B201 ROOF

3 RP-101 B201 ROOF PLAN

4 DT-101 DETAILS

5 MP-101 EXISTING MECHANICAL ROOF PLAN - B201

6 MP-102 MECHANICAL ROOF PLAN - B201

1st St.

"C

" A ve

R U

N W

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8/

RUNWAY 13/31

TA

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TAXIW

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TAXIWAY B

TAXIWAY C

TAXIWAY M

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TAXIWAY E

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TAXIWAY F

TAXIWAY D

TAXIWAY E

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TAXIWAY A

TAXIW

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TAXIWAY C

TAXIWAY D

TAXIWAY EE

TAXIWAY F

Elm C reek

Crutcho Creek

Kuhlman Creek

Soldier Creek

Kuhlman Creek

Elm C reek

East Crutcho Creek

Elm Creek

El m

C re ek

Elm Creek

Elm C reek

Elm CreekElm C reek

Ku hlm an C re ek

Ea st

C ru tc ho

C re ek

Elm C ree k

West Crutcho Creek

W es t C ru tc ho

C re ek

Elm Creek

Soldier Creek

Elm C reek

Soldier CreekSoldier Creek

Ea st

C ru tc ho

C re ek

Elm Creek

Ea st

C ru tc ho

C re ek

East C rutcho C reek

Soldier Creek

So ld ie r C re ek

East C rutch o Creek

Soldier C reek

Soldier C reek

So ld ie r C re ek

East Crutcho Creek

416506

21222121

59475946

11401128

62540

61089

838837

62509

62528

62523

62501X

43774

62512

62516

62525

3592135916

99999

62543

32101

71086

53902

50414

55300

56601

930G

948-E

911-E

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61019

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35913

62501

65672

930S

45134

43609

42116

62517

62515

62526

62527

62503

62513

61289

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11289

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15930

15908

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15908

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62514

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61018

71089

45134

96022

43120

41157

44045

45815

40592

43610

62522

41163

15930

15930

11824

Arnold St.

Ea st

D r.

SE 74th St

SE 59th St.

Ai r D ep ot

Patrol Rd.

St af f D r.

Reserve Rd.

5th Ave

"A " A ve

M un iti on s R d.

W ar eh ou se R d.

"B " A ve

7th St.

"H " A ve

M cN ar ne y Av e.

Mitchell Ave

Al er t R d.

Co ok

A ve

W es t D r.

"E "A ve

Extender Dr.

Sentry Rd.

34th St.

Twining Dr.

5th Ave.

Jo ne s

Globemaster Dr.

To w er R d.

Vanaman Rd.

In du st ria l B lv d.

So ut h St

1st St.

Do ol itt le

A ve

Pi cn ic R d.

Ja m es D r.

W ol fe D r.

Ai r D ep ot

Ai r D ep ot

"D " A ve

Perimeter Rd.

Rapcon Rd.

Reserve Rd

"L " A ve

Mercury Rd.

1st St.

Br ow n Dr

Po nd

R d.

O ld

A ir

De po t

Airey Dr.

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

"C " A ve

"C " A ve

Vandenberg Dr.

Hi llt op R d.

Do rm ito ry

R d.

Dormitory Rd.

"M " A ve

Chennault Dr.

M itc he ll A ve

Spaatz Dr.

Co m m od ity D r.

Doolittle Ave

W hi te D r.

3rd Ave.

"D " D riv e

Ba ll

Pa rk

R d.

Joint STARS Dr.

Ai r D ep ot

B lv d

Turbine Dr. Turbine Dr.

Central Plant Dr.

6th St.6th St.

Falco n Dr.

Blackb ird

Dr.

W ey la nd

L oo p

Pegasus Dr.

Thunderbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

Co rs ai r D r.

Ra pt or Ct

N ig ht H aw k

Ct

Ph an to m

D r.

Fr an kl in

Po w er ho us e

Dr

Sk ym as te r D r.

Spaatz Ct.

La w re nc e

M un de ll

Nabors Dr.

In tr ud er

D r.

M cN ic kl e

M ill er D r.

Ta il

Fe at he r D r.

Holden Dr.

Ai re y C ir.

Smith Ct.

Ra ve n Ct

Air Dep ot Ai r D ep ot

Vanaman Rd.

1st St.

1st St.

TAXIWAY F

Ra w li ng s A ve

Mitc he ll A ve

Mercury Rd.

Ra ily ar d

Rd

He rc ul es

R d.

"F " A ve

Pr op ul sio n Dr

Stratofortress Dr.

96021

Arnold St.

TINKER AFB, OK

VICINITY MAP

BASE

OPERATIONS

B240

CONTRACTING

B3

GOTT

GATE

TINKER GATE

PASS & ID B6611

HRUSKOCY

GATE

EAKER GATE

FIRE DEPARTMENT

B117

VANCE

GATE

LIBERATOR GATE

HOPE

GATE

LEGEND

CONTRACTOR

HAUL ROUTE

LANCER

GATE

TRUCK GATE

PIAZZA GATE

BASE CIVIL

ENGINEER

B400

(FUTURE

HAUL ROUTE)

(F

UT

UR

E

HA

UL

R

OU

TE

FUTURE

TRUCK GATE

FUTURE

HAUL ROUTE

PROJECT

LOCATION

R-101

AERIAL IMAGE OF B201 ROOF

SCALE: NTS

B201 KEY PLAN

OF

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SHEET

SHEET NUMBER

SH

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

YK

RE

PA

IR

R

OO

F, LO

G

FC

LT

Y D

EP

O

PS

B

AP

R

IL

TH

D

R -S

R M

A

AL

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AD

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R-101

P G

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OF

B

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02 06

SECTION 3

SECTION 1

SECTION 4

SECTION 5

SECTION 6

SECTION 8

SECTION 10

NIC

RP-101

B201 ROOF PLAN

SCALE: NTS

B201 KEY PLAN

GENERAL NOTES

KEYED NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. ALL THE CURBS SHALL BE DEMOLISHED AND REINSTALLED, SHOULD BE 20 GAUGE

METAL CURB AND 12" ABOVE THE FINISHED ROOFING LEVEL.

3. CONTRACTOR TO INSTALL THROUGH WALL SCUPPERS AS SECONDARY DRAINAGE

SYSTEM.

4. ALL THE CONDUCTOR HEADS AND DOWNSPOUTS TO BE REPLACED.

5. THE COPING CAP SYSTEM TO BE REPLACED.

REMOVE EXISTING BUILT UP ROOF SYSTEM AND INSTALL NEW EPDM ROOF

SYSTEM PER SOW

RTU'S AND EXHAUST HOODS TO BE REMOVED AND REINSTALLED

REMOVE ROOF CURBS AND DUCT THEN CAP OPENING PER SOW

GOOSENECK EXHAUST ROOF TO BE REMOVED AND REPLACED

SATELLITE DISH TO REMAIN

OF

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1 2 3 4 5

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SHEET

SHEET NUMBER

SH

EE

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

YK

RE

PA

IR

R

OO

F, LO

G

FC

LT

Y D

EP

O

PS

B

AP

R

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RP-101

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PL

AN

03 06

SECTION 1

SECTION 4

SECTION 5

SECTION 6

SECTION 8

SECTION 10

LADDER

LADDER

SECTION 3

SECTION 1

SECTION 4

SECTION 5

SECTION 6

SECTION 8

SECTION 10

NIC

OF

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D

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B

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1 2 3 4 5

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B

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SHEET

SHEET NUMBER

SH

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TI

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

YK

RE

PA

IR

R

OO

F, LO

G

FC

LT

Y D

EP

O

PS

B

AP

R

IL

TH

D

R -S

R M

A

AL

AW

AD

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DT-101

P G

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C H

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\D es ig n\ s\

\2

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0_ Su pp or t\0 _3

_D ra w in gs \M od el

DE

TA

ILS

04 06

WOOD NAILER

PREFABRICATED METAL CURB

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE

OVERALL THICKNESS TO

MATCH INSULATION

REINFORCED MEMBRANE

ATTACHMENT STRIP WITH

SEAM PLATES AND FASTENERS

ADHERED 90 MIL WHITE

EPDM MEMBRANE FLASHING

FL

AS

HI

NG

H

EI

GH

T

8" M

IN

IM

UM

BONDING ADHESIVE

ROOFTOP EQUIPMENT FRAME

24 GAUGE REMOVABLE

SHEET-METALCOUNTERFLASHING

GASKETED FASTENER

MIN. TWO FASTENERS

PER SIDE

CORNER FLASHING PIECE

AT EACH CORNER

SEAL ALL EXPOSED EDGES

FASTENERS

APPROX. 8" O.C.

MIN. TWO PER SIDE

SEALANT

PRE-MANUFACTURED

MEMBRANE FLASHING

INSTALL SEALANT OR

SEALANT TAPE BETWEEN PIPE

AND PRE-MANUFACTURED

MEMBRANE FLASHING

PLUMBING VENT STACK

DRAWBAND

SEALANT

FL

AS

HI

NG

H

EI

GH

T

8'' M

IN

IM

UM

CAST-IRON DRAIN BOWL

CLAMPING RING

ROOF DECK

PROPERLY SUPPORTED AT DRAINS

ROOF DRAIN HEIGHT FROM DECK

MAY VARY

DRAIN STRAINER

TAPERED INSULATION

SUMP

INSTALL COMPATIBLE SEALANT

BETWEEN DRAIN BOWL FLANGE

AND ROOF MEMBRANE

ROUND CUT IN MEMBRANE

EXTENDED APPROX. 1" PAST

CLAMPING RING. HOLE IN

MEMBRANE SHALL BE LARGER

THAN DRAIN PIPE DIAMETER

REINFORCED MEMBRANE ATTACHMENT

STRIP WITH SEAM PLATES AND FASTENERS

ADHERED MEMBRANE FLASHING

INSTALL SEALANT BEHIND

MEMBRANE

TERMINATION BAR FASTENED

WITH APPROPRIATE FASTENERS APPROX.

12'' O.C.

FL

AS

HI

NG

H

EI

GH

T

8'' M

IN

IM

UM

BONDING ADHESIVE

24 GAUGE PVDF

COATED REGLET

ANCHORS 12" OC

CAULKING

ROOF TO WALL EXPANSION JOINT

APPROPRIATE SEALANT

FRICTION FIT 24 GAUGE KYNAR

500 FINISH SHEET-METAL

REGLET¾ INSERT IN RAGGLE

JOINT, WITH POLYURETHANE

CAULKING TO MATCH IN

COLOR

APPROPRIATE FASTENERS APPROX.

24'' O.C.

1 1/2" MIN.

1/2" MIN.

1" MIN.

LEAD WEDGE AT

APPROX. 24'' O.C.

SLOPE

MEMBRANE SHEET CLOSURE SECURED AND

ADHERED TO WALL

FLEXIBLE LINER WITH COMPRESSIBLE

INSULATION

BASE FLASHING AT ROOF-TO-WALL EXPANSION JOINT

ATTACHED TO SUBSTRATE--OVERALL THICKNESS

TO MATCH INSULATION

FL

AS

HI

NG

H

EI

GH

T

8'' M

IN

IM

UM SHEET-METAL EXPANSION JOINT COVER

WITH T-TYPE CLEAT

SLOPE

SEALANT

SEAM PLATES AND FASTENERS

ADHERED MEMBRANE FLASHING

1 TYPICAL BASE FLASHING DETAIL 2 3 TYPICAL PLUMBING VENT DETAIL 5 TYPICAL BASE FLASHING DETAILTYPICAL BASE FLASHING DETAIL

SHEET-METAL SCUPPER SECURED TO

WALL AND DECK OR OPTIONAL WOOD

BLOCKING--SEE NOTES 4 AND 5

TERMINATION OF MEMBRANE

FLASHING WILL VARY

NOTES:

BONDING ADHESIVE

SEALANT (IF REQUIRED FOR SPECIFIC

SYSTEM)

REFER TO SECTION 10.1--INFORMATION APPLICABLE TO ALL CONSTRUCTION DETAILS FOR ALTERNATIVE BASE SECUREMENT OPTIONS.

REFER TO SECTION 10.1--INFORMATION APPLICABLE TO ALL CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION.

REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION CONTROL AND

REROOFING--2010 FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR SCUPPERS.

THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL.

2.

5.

3.

4.

1.

ELEVATION OF SCUPPER MAY VARY.

SEALANT WATER BLOCK

ADHERED MEMBRANE FLASHING

SEALANT (IF REQUIRED FOR SPECIFIC

SYSTEM)

OPTIONAL:

WOOD BLOCKING

6 TYPICAL THROUGH WALL SCUPPER DETAIL

SEALANT WATER BLOCK

2 X 6 MIN. WOOD NAILER ATTACHED TO

SUBSTRATE OVERALL THICKNESS TO

MATCH INSULATION

SHEET-METAL GUTTER

THE FRONT OF THE GUTTER

SHOULD BE A MIN. 1'' LOWER

THAN THE BACK TO ALLOW

OVERFLOW

GUTTER BRACKET

SUPPORT

SEALANT ADHERED MEMBRANE FLASHING

PER THE MANUFACTURER'S

WARRANTY PER THE

MANUFACTURER'S

WARRANTY REQUIREMENTS

24 GAUGE PVDF

SHEET-METAL

EDGE FLASHING

18 GAUGE GUTTER SPACERS

INSTALLED 12" OC BETWEEN

GUTTER BRACKETS

BONDING ADHESIVE

FIELD SHEET OR SEPARATE

MEMBRANE SHEET EXTENDED BELOW

BLOCKING

7 TYPICAL GUTTER WITH PERIMETER EDGE METAL

4 TYPICAL ROOF DRAIN DETAIL

MEMBRANE EXTENDED

BELOW NAILER AND SECURED

FASTENERS APPROX. 12'' O.C.

90 MIL WHITE EPDM

ROOF MEMBRANE

24 GAUGE PVDF COATED

SHEET-METAL COPING

TREATED WOOD NAILER ATTACHED TO

SUBSTRATE

AND SLOPED TO THE INTERIOR

OF THE ROOF

8'' M

IN

IM

UM

FL

AS

HI

NG

H

EI

GH

T

SLOPE

BONDING ADHESIVE

MEMBRANE ATTACHMENT STRIP

WITH SEAM PLATES AND FASTENERS.

REFERENCE MANUFACTURERS

REQUIREMENTS TO ACHIEVE THE 30 YEAR NDL

WARRANTY

8 TYPICAL BASE FALSHING AT PARAPET WALL WITH METAL COPING 9 ROOF CAP PLATE DETAIL

4" Ø CONCRETE

SCREWS W / 1"

EMBEDMENT INTO

CONCRETE DECK

@12" OC

2" PLATE

5"

OPENING DIM

FIELD VERIFY 5"

5"

OP

EN

IN

G

DI

M

FI

EL

D

VE

RI

FY

5"

NOTE:

REFER KEYED NOTE ON 1 / RP-101 FOR LOCATIONS3

MP-101

EXISTING MECHANICAL ROOF PLAN - B201

SCALE: NTS

B201 KEY PLAN

OF

TI

N

KE

R

A

IR

F O

R C

E

BA

SE

, O

KL

AH

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FO

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G R

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P:

D R

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B Y:

C H

EC

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D B

Y:

D

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B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

YK

RE

PA

IR

R

OO

F, LO

G

FC

LT

Y D

EP

O

PS

B

AP

R

IL

TE

PA

-S R

M

Q G

AU

N

A

MP-101

P G

O U

C H

ER

S

SW

IF

T

En gr

\D es ig n\ s\

\2

3\

0_ Su pp or t\0 _3

_D ra w in gs \M od el

EX

IS

TI

NG

ME

CH

AN

IC

AL

RO

OF

P

LA

N

- B

05 06

MECHANICAL KEYED NOTES

GENERAL NOTES

EXISTING ROOF DRAINS TO BE DEMOLISHED

EXISTING SCUPPER OR GUTTER AND DOWNSPOUT

EXISTING ROOFTOP MOUNTED EXHAUST FAN

EXISTING ROOF CAP

EXISTING THRU ROOF FLUE

EXISTING ABANDONED ELECTRICAL PIG TAIL

EXISTING GOOSENECK VENT CAP

EXISTING ROOFTOP GRAVITY VENT

EXISTING ROOFTOP HVAC UNIT

EXISTING CONDENSER UNITS

EXISTING EXPOSED DUCTWORK

EXISTING SATELLITE DISH

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. ALL THE CURBS SHALL BE DEMOLISHED AND REINSTALLED, SHOULD BE 20 GAUGE

METAL CURB AND 12" ABOVE THE FINISHED ROOFING LEVEL.

3. CONTRACTOR TO INSTALL THROUGH WALL SCUPPERS AS SECONDARY DRAINAGE

SYSTEM.

4. ALL EXHAUST FANS, CONDENSING UNITS, & ROOFTOP HVAC UNITS MUST BE

DE-ENERGIZED BEFORE REMOVAL AND ENERGIZED AFTER REINSTALLATION, ALL

EQUIPMENT TO BE DEMOLISHED WITH AN ELECTRICAL FEED MUST HAVE ITS

ASSOCIATED WIRE AND CONDUIT DEMOLISHED BACK TO THE POWER SOURCE.

5. TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE

ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL

BALANCING BUREAU (NEBB).TESTING ADJUSTING AND BALANCING SHALL BE

PERFORMED IN ACCORDANCE WITH THE AABC STANDARDS.

6. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED

DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED

FOR EQUIPMENT FURNISHED .

7. AFTER REPAIR THE PROJECT WORK AREA AT THE EXISTING ROOF, MOUNT ALL THE

REUSED EQUIPMENT ACCORDING TO THE MANUFACTURE REQUIREMENT.

SECTION 3

SECTION 1

SECTION 4

SECTION 5

SECTION 6

SECTION 8

SECTION 10

NIC

SECTION 4

SECTION 6

SECTION 4

SECTION 6

1 1

1 1

7 11

10 10 4

MP-101

MECHANICAL ROOF PLAN - B201

SCALE: NTS

B201 KEY PLAN

OF

TI

N

KE

R

A

IR

F O

R C

E

BA

SE

, O

KL

AH

O M

A

PR

O

JE

C

T

IN

FO

R

M

AT

IO

N

D

ES

IG

N

F

IL

E

LO

C

AT

IO

N

R

EV

IS

IO

N S

M

AR

K

D

ES

IG

N

G R

O U

P:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35 %

DESIGN

W W

YK

RE

PA

IR

R

OO

F, LO

G

FC

LT

Y D

EP

O

PS

B

AP

R

IL

TE

PA

-S R

M

Q G

AU

N

A

MP-102

P G

O U

C H

ER

S

SW

IF

T

En gr

\D es ig n\ s\

\2

3\

0_ Su pp or t\0 _3

_D ra w in gs \M od el

ME

CH

AN

IC

AL

RO

OF

P

LA

N

- B

06 06

MECHANICAL KEYED NOTES

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. ALL THE CURBS SHALL BE DEMOLISHED AND REINSTALLED, SHOULD BE 20 GAUGE

METAL CURB AND 12" ABOVE THE FINISHED ROOFING LEVEL.

3. CONTRACTOR TO INSTALL THROUGH WALL SCUPPERS AS SECONDARY DRAINAGE

SYSTEM.

4. ALL EXHAUST FANS, CONDENSING UNITS, & ROOFTOP HVAC UNITS MUST BE

DE-ENERGIZED BEFORE REMOVAL AND ENERGIZED AFTER REINSTALLATION, ALL

EQUIPMENT TO BE DEMOLISHED WITH AN ELECTRICAL FEED MUST HAVE ITS

ASSOCIATED WIRE AND CONDUIT DEMOLISHED BACK TO THE POWER SOURCE.

5. TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE

ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL

BALANCING BUREAU (NEBB).TESTING ADJUSTING AND BALANCING SHALL BE

PERFORMED IN ACCORDANCE WITH THE AABC STANDARDS.

6. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED

DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED

FOR EQUIPMENT FURNISHED .

7. AFTER REPAIR THE PROJECT WORK AREA AT THE EXISTING ROOF, MOUNT ALL THE

REUSED EQUIPMENT ACCORDING TO THE MANUFACTURE REQUIREMENT.

DEMOLISH EXISTING ROOF DRAIN, INSTALL NEW COMBINATION ROOF AND

OVERFLOW DRAIN

REMOVE AND REPLACE GUTTERS AND DOWNSPOUTS

REMOVE AND REINSTALL EXISTING ROOFTOP MOUNTED EXHAUST FAN

DEMOLISH ABANDONED EXHAUST FAN AND ROOF CURB

REMOVE AND REINSTALL ROOF FLUE

DEMOLISH ABANDONED ELECTRICAL CONDUIT AND WIRE BACK TO THE POWER

SOURCE

REMOVE AND REPLACE GOOSENECK VENT CAP

REMOVE AND REINSTALL ROOFTOP GRAVITY VENT

REMOVE AND REINSTALL ROOFTOP HVAC UNIT, PERFORM PRE AND POST TAB ON

SYSTEM

REMOVE AND REINSTALL CONDENSING UNIT

DEMOLISH ABANDONED CONDENSING UNIT AND WOOD ROOF CURB.

DEMOLISH ABANDONED DUCTWORK TO BELOW ROOF DECK LEVEL

SECTION 3

SECTION 1

SECTION 4

SECTION 5

SECTION 6

SECTION 8

SECTION 10

NIC

SECTION 4

SECTION 6

SECTION 4

SECTION 6

1 1

1 1

10 10

01-170123-G101
Sheets and Views
G101
02-170123-R101
Sheets and Views
R-101
03-170123-RP101-RP101
Sheets and Views
RP101
04-170123-DT101-DT01
Sheets and Views
DT01
05-170123-MP101-MP-101
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MP-101
06-170123-MP102-MP-102
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MP-102

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