ATTACHMENT 3 DRAWINGS.pdf

PDF 10 MB Posted Oct 10, 2017

Attached to: CONSTRUCTION: Hangar 08 & 09 Mechanical Upgrades at the Mike Monroney Aeronautical Center, Oklahoma City, OK
Solicitation number: DTFAAC-17-R-00023
Issued by: Department of Transportation Federal Aviation Administration Aeronautical Center

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ATTACHMENT 3 DRAWINGS (pdf)

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SIR/RFO DTFAAC-17-R-00023.pdf	PDF	Oct 10, 2017
Attachment 22 - Title Sheet.pdf	PDF	Oct 10, 2017
ATTACHMENT 8 OPERATIONAL CONTROL DOCUMENTS.pdf	PDF	Oct 10, 2017
Attachment 18 - M4-01 - Hangar 8 Details & Schedules.pdf	PDF	Oct 10, 2017
Attachment 13 - Addendum 2.pdf	PDF	Oct 10, 2017
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Attachment 20 - Section 237313 - Central Station Air Handling Units.pdf	PDF	Oct 10, 2017
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Pre-Proposal Conference Sign-In Sheet.pdf	PDF	Oct 10, 2017
ATTACHMENT 3 DRAWINGS.pdf	PDF	Oct 10, 2017
ATTACHMENT 4 CHAPTER 33.pdf	PDF	Oct 10, 2017
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ATTACHMENT 12 CLIENT AUTHORIZATION LETTER.docx	DOCX document	Oct 10, 2017
ATTACHMENT 10 PAST PERFORMANCE EXPERIENCE FORM.pdf	PDF	Oct 10, 2017
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Attachment 29 - Hangar 9 E Addendum 3.pdf	PDF	Oct 10, 2017
ATTACHMENT 5 SF25.pdf	PDF	Oct 10, 2017
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Attachment 19 - Section 232113-Hydronic Piping.pdf	PDF	Oct 10, 2017
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Attachment 24 - 16-044 Addendum #3.pdf	PDF	Oct 10, 2017
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Attachment 24 - 16-044 Addendum #3.pdf	PDF	Oct 10, 2017
Attachment 26 - 232123 FL Hydronic Pumps.pdf	PDF	Oct 10, 2017
ATTACHMENT 5 SF25.pdf	PDF	Oct 10, 2017
Attachment 30 - Hangar 9 M Addendum 3.pdf	PDF	Oct 10, 2017
ATTACHMENT 8 OPERATIONAL CONTROL DOCUMENTS.pdf	PDF	Oct 10, 2017
ATTACHMENT 4 CHAPTER 33.pdf	PDF	Oct 10, 2017

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C O NC .

G ATE

7' 3- B AR B SECU R I TY

FEN C E

6' CH LI N K W / 3- W

B ARB

SO U TH W ESTER N

B ELL

EASEM EN T

G ATE

C H

L K

C E

B .W

G ATE

G A T E

G ATE

L K

F E N C E

B W

G ATE

4' C H. LK .

FENC E

4' CH . LK .

FENC E

G ATE

C H

L K

F E N C E

C H

L K

F E N C E

6' CH . LK . FENC E AR OU N D O I L PU M P

JACK

6' CH . LK .

FENC E

3' CH . LK .

FENC E

6' CH . LK .

FENC E

C H

L K

F E N C E

G ATE

6' CH . LK .

G ATE

7' CH . LK .

FENC E

C H L K

F E N C E

C H

L K

F E N C E

B W

G A T E

G ATE

C H

L K

F E N C E

C H

L K

F E N C E

G ATE

C H

L K

F E N C E

8' CH . LK .

FENC E

G A T E

C H

L K

F E N C E

B W

6' C H . LK . FEN C E W / 3

B . W .

6' C H . LK . FEN C E W / 3

B . W .

G A T E

G ATE

7' C H. LK

. FENC E W /3

B .W .

C H

L K.

F E

B .W

7' C H. LK. FEN C E W / 3

B . W .

6' C H . LK . FEN C E W / 3

B . W .

7' C H. LK. FEN C E W / 3

B W

G ATE

G A T E

7' CH . LK .

FENC E

7' C H. LK. FEN C E W / 3

B . W .

C H

L K

F E

B .W

7' C H. LK. FEN

C E W /3

B .W .

C H

L K

F N E C E

G ATE

C H

L K

F E N C E

B W

G A T E

L K.

FEN

C E W

B .W

G A T E

G ATE

G A T E

G ATE

STAI R S

POND

U N D ER G RO U ND UTI LI TY

D I TC H

O VER HAN G

R AMP

EDDIE AVE.

S .W T H

S T

S .W T H

S T

S .W T H

S T

S .W S T

S T

HALABY DR

DENNING AVE.

S .W T H

S T

S .W T H

S T

S .W T H

S T

S .W

R D

S T

S. DUKE AVE.

S .W S T

S T

CHRISTIAN AVE.

S .W

T H

S T

S .W T H

S T

S .W R D

S T

S .W N D

S T

S .W S T

S T

S. Mac ARTHUR BLVD.

DENNING AVE.

S .W T H

S T

EDDIE AVE.

S .W T H

S T

QUESADA

DR.

H E L M S

S T

M c L U C A S

S T

HALABY DR

FOSTER DRIVE

S. Mac ARTHUR BLVD.

S. DUKE AVE.

HALABY DR

QUESADA DR.

M O N R O N E Y

B L V D

E M O N R O N

HALABY DR.

POWER TRAINING

SUPPORT FACILITY

(#232)

ENROUTE

SUPPORT

FACILITY

(#227)

SECURITY

COMMAND

CENTER

(#230)

SCC

GUARD

STATION

(#234)

ACADEMY

INSTRUCTOR

MODULAR

(#226)

VAU LT

R AMP

TI LE

R AMP

E L E V A T O R

C O NC .

R AMP

R A M P

R AMP

R AMPR AMP

R AMP

R AMPR AMP

R AMP

R AMPR AMP

R AMP

R AMPR AMP

R AMP R AMP

R AMP

TI LE

R AMP

R A M P

P I T

R AMP

R A M P

R AMPR AMP

C O N C RETE

R AMP

R A M P

R AMP

WEATHER

STATION

POWER SUB

STATION

SHED

PORTABLE

SHED

LINE MAINT. (#16)

AVIATION

RECORDS

(#22)

CAFETERIA

(#22)

MULTI-PURPOSE

(#24)

AIR NAVIGATION

FACILITIES No. 2

(#12)

SYSTEMS TRAINING

(#23)

SYSTEMS

TRAINING

ANNEX

(#26)

SOUTH GUARD

SHACK (#198)

TECHNICAL

SUPPORT

FACILITY

(#215)

LSF GUARD

SHACK (#293)

LOGISTICS SUPPORT FACILITY

(#2)

CAFETERIA

(#7)

HEADQUARTERS

(#1)

AIR NAVIGATION

FACILITIES No. 1

(#5)

AIR TRAFFIC

BUILDING

(#3)

RADAR TRAINING

FACILITY

(#25)

ACADEMY

HEADQUARTERS

(#14)

FLIGHT

INSPECTION

(#4)

FLIGHT

STANDARDS

(#6)

A N

N N A

INT

. S

D (#2 1)

HANGAR No. 8 (#9)

HANGAR No. 9 (#10)

LINE SHED No. 4 (#17)

LINE SHED No. 1 (#20)

LINE SHED No. 2 (#19)

LINE SHED No. 3 (#18)

INDUSTRIAL

WASTE

TREATMENT

(#186)

COLLECTION

SYSTEM

(#190)

ASDE-3

(#174)

ASDE-3

STORAGE

(#222)

SPECIAL

PURPOSE

(#172)

H A Z A R D O U S

W A S T E

CIVIL AEROMEDICAL INSTITUTE

(#13)

CAMI

ANNEX

(#13)

CAMI

STORAGE No. 2

(#160)

GENERAL

OFFICE

(#147)

CAMI

STORAGE No. 1

(#158)

CHILD

CARE

CENTER

(#175)

MATERIAL

STORAGE

(#28)

BASE MAINTENANCE

(#15)

BUILDING FIFTY

(#50)

THOMAS P.

STAFFORD

(#27)

REGISTRY

(#29)

WATER

TOWER

BUILDING "K"

CREDIT UNION

(#106)

BUILDING "L"

(#107)

TSI LAB

(#120)

TSI COMPRESSOR

(#108)

FORKLIFT

STATION #2

(#119)

INSTRUMENT

LANDING

SYSTEMS

(#109)

A R S R D

FPS-66

(#116)

FORKLIFT

STATION #1

(#115)

G R O U N D S

M A

T E N A N C E

PLANT

ENGINEERING

(#122)

ARSR-7

TRAINING LAB

(#145B)

ENVIRONMENTAL

SYSTEMS

SUPPORT

(#152)

GNAS

(#195)

ASR-8

TRAINING LAB

(#159)

MODULAR

BLDG No. 1

(#223)

MODULAR

BLDG No. 2

(#224)

MODULAR

BLDG No. 3

(#225)

ARSR-3

TOWER

EQUIPMENT

(#161)

ARSR-3

TOWER

(#163)

SAND

STORAGE

(#169)

G R O U N D S

M A

T E N A N C E

A R S R

R A D A R

T O W E R

) ARSR-4

SUPPORT

MARK 1A

(#170)

TDRW #1

(#187)

TEMPORARY

ADMINISTRATION

(#189)

AOS

ANNEX

(#193)

HAZARDOUS

MATERIALS

(#192)

SYSTEMS

SUPPORT

FACILITY

(#196)

PROGRAM

SUPPORT

FACILITY

(#201)

TDWR #2

EQUIPMENT

(#203)

ARSR-3

STORAGE

(#202)

ASR-9

MODE-S

(#173)

ASR-9

STORAGE

(#210)

DIGITAL

REMOTE

SWITCHING

(#214)

RADAR

SUPPORT

FACILITY

(#217)

DASR-11

(#219)

TO W ER B ASE

C AB LE

W EATH ER

TO W ER

JC T. FO R

AN TEN N A

VTD GUARD

SHACK (#220)

G ATE

G A T E

R AMP

R AMPR AMP

R AMP

R A M P

747 EVAC

TEST

FACILITY

(#507)

I.W.T.

STORAGE

(#240)

R A M P

U P

R A M P

SCREENING FACILITY

SECURITY CONTROL

(#235)

SCREENING

FACILITY

(#229)

S .W T H

S T

.BLDG. THIRTY

(#30)

ATTITUDE

POSITIONER

(#150)

ARSR-3

ENGINE

GENERATOR

(#162)

RADIO

FREQUENCY

INTERFERENCE

(#194)

MOTORCYCLE

TDWR #2

TOWER

(#205)

ASR-11

(#231)

ASR-9

TOWER

(#181)

UMBRELLA

ANTENNA

(#184)

ASDE-3

TOWER

(#182)

R AMP

ASR-11

TOWER

(#231D)

ASR-11

EMERGENCY

GENERATOR

(#231B)

ASDE-X

TOWER

(#233B)

ASDE-X

STORAGE

(#233)

ARSR-7

TRNG. LAB & MAINT.

(#145A)

ARSR-7 TOWER

(#145C)

TDRW #1

STORAGE

(#187B) TDRW #1

TOWER

(#187C)

TSI

STORAGE

BLDG

(#241)

AMAS

STORAGE

(#238)

AMASASDE

STORAGE

ASR-8

STOR BLDG

(#213)

ASR-8

TOWER

(#155)

PRM

VEHICLE

INSPECTION

GUARD

(#242)

ADDITION

(#26A)

SLEP

TRAILER

(#244)

AMASASDE

TOWER

40' X 130' AML

8' X 15'

AFS-600

40' X 130' AML

23' X 10'-6"

AMC

40' X 130' AML

CCC

SHELTER

(#265)

REGINA AVE.

MODULAR

BUILDING #5

(#256)

MODULAR

BUILDING #6

(#257)

MODULAR

BUILDING #7

(#264)

VAN

BUILDING 212

(#212)

CHEMICAL

STORAGE

(#168)

G ATE

G ATE 159

(FAA 14)

G ATE 158

(FAA 12)

G ATE 157

(FAA 11)G ATE 156

(FAA 10)

G ATE

G ATE 154

(FAA 3)

G ATE (FAA

G ATE

163?

H Q

A F F S A

H Q

A F F S A

H Q

A F F S A

H Q

A F F S A

A A

H Q

A F F S A

A S

H Q

A F F S A

G O V

V E H

P T H

C U

C U M A N A G E R

C U

T H

H G

O R

A V N A F

T H

H G

A J W

P T H

G O V

V E H

M O T O R C Y C L E

30 MI NUTE

CREDI T UNION

30 MI NUTE

CREDI T UNION

30 MI NUTE

CREDI T UNION

A J W

T H

H G

T H

A V N

H G

T H

H G

A V N

H G

T H

A V N

N A

H G

G O V

V E H

G O V

V E H

O R

H R

E M P

H R

E M P

H R

E M P

G O V

V E H

L S F

T H

S F

G O V

V E H

HQ 17

HQ 18

HQ 19

HQ 20

HQ 21

HQ 23

HQ 24

HQ 25

CFC 1

HQ 26

AMH EMP

HQ 27

HQ 30

HQ 31

HQ 32

HQ 33

HQ 34

HQ 35

HQ 36

PTH 16

MOTORCYCLE

TH 18

PTH 62

TH 19

TH 54

TH 69

HQ 38

VISITOR HC

HQ 40

2 HR EMP

PTH 11

PTH 5

HQ 39

PTH 15

HQ 37

MOTORCYCLE

SHQ 15

HQ 14

HQ 13

HQ 12

HQ 11

HQ 9

HQ 8

HQ 7

HQ 6

HQ 5

HQ 4

HQ 3

HQ 2

HQ 1

HQ 10

NEW 5' SI DEW ALK

RE: DETAI L A/ A7

AR3

TOWER

(#290)

HQ 26

AMH EMP

C 3

C 4

C 7

C 1

C 5

C 3

B 1

C 5

C 7

P 1

C 2

C 1

H 1

VISITOR

Z 1

Z 2

C 2

P 2

AJW

GOV

RTF 5

RTF 6

RTF 1

RTF 2

RTF 3

RTF 4

RTF 7

RTF 8

PAA

CE REP

CONCRE TE

FLUME

MATERIAL

STORAGE

FACILITY

(#267)

SW 74TH

GUARD SHACK

(#294)

U N

G ATE

AST

(#296)

M.F.

CFC-11

AJW-14

CFC-4

AMZ-2

AMC-700

AMB-1

AMZ-1

CFC-7

CFC-2

CFC-5

AMC-VIS.

CFC-13

CFC-16

M.F.

AMC VIS.

AMC-5

AMC-7

AMP-1

AMC-2

AMH-1

AMC-3

AMP-2

AMC-1

C O N C RETE

C O N C RETE C O N C RETE

C O N C RETE

ASP H ALT

C O N C RETE

C O N C RETE C O N C RETE

C O N C RETE

ASP H ALT

D R A I N

P I P E

D R A I N

P I P E

ALU M .

P O ST

FLAG P O LE

TAN K

AQS-250

40'x8'

ST ORAGE CO NT AI NE R

R AMP

AQS-250

40'x8'

ST ORAGE CO NT AI NE R

R AMP

A F S

R R A M P

A F S

R R A M P

A M Z

C A R S

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

F U

R E

R R A M P

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

FUTURE

40'x8'

STORAGE CONTAINER

RAMP

G R AVEL

G R A V E L

G R AVEL

P LAN TER

G R AVEL

P LAN TER

G R AVEL

TER

P LAN TER

P L A N T E R

P LAN TER

P L A N T

P LAN TER

RIP

RAP

RIP

RAP

RIP

RAP

RIP

RAP

RIP

RAP

SAN D SAN D SAN D

RIP

RAP

RIP

RAP

RIP

RAP

R A P R

R A P

R A P R

R A P

RIP

RAP

RIP

RAP

R A P

P LAN TER P LAN TER

P LAN TER

G R AVEL

RIP

RAP

G R AVEL G R AVEL

G R AVEL

RIP

RAP

GRAVEL

R A P

C O N C R E T E

G R AVEL

BRASS CAP

1275.81XY COORDS NOT

VERIFIED!

N=147753.766 E=2081690.945

N E W P O R T H E I G H T S A D D N . W / 2 , N E / 4 V A C A T E D O R D I N A N C E 1 2 6 3 3 , 5 - 2 7 - 7 0 B K .

3 9 3 7 , P G . 1 3 4 8 . A L S O V A C A T I O N O F P L A T B K . 5 9 3 2 , P G . 1 4 6 5 D A T E D 4 - 4 - 8 9

NW PROPERTY

CORNER@ BRASS CAP IN

CONC.

N=143,207.134 E=2,079,052.441

NE PROPERTY

CORNER@ BRASS CAP IN

CONC.

N=143,208.435 E=2,079,272.437

CORNERSEC.

28@ 1/2" IRON

N=142,795.698

E=2,082,192.719(GROUP

CORNER,SW 1/4, SEC

28@ PK NAIL &

SHINER

N=142,780.198

E=2,079,571.568(GROUP

SW PROPERTY

CORNER@ PK NAIL &

SHINER

N=142,777.154

E=2,079,056.596(GROUP

SE PROPERTY

CORNER@ PK NAIL &

SHINER

N=142,778.455 E=2,079,276.572

MARATHON

OILAIRPORT TRUST D24-1,

J24-1

SECTION

CORNER

@ BRASS PLATE

N=142,791.52 E=2,082,193.42

AIRPORT

TRUST

28-1 RATLIFF

EXPLORATION

CO.

M A R A T H O N O I L C O .

A I R P O R T T R U S T " B - 2 8 - 1 "

BRASS CAP

1275.81XY COORDS NOT

VERIFIED!

N=147753.766 E=2081690.945

N E W P O R T H E I G H T S A D D N . W / 2 , N E / 4 V A C A T E D O R D I N A N C E 1 2 6 3 3 , 5 - 2 7 - 7 0 B K .

3 9 3 7 , P G . 1 3 4 8 . A L S O V A C A T I O N O F P L A T B K . 5 9 3 2 , P G . 1 4 6 5 D A T E D 4 - 4 - 8 9

NW PROPERTY

CORNER@ BRASS CAP IN

CONC.

N=143,207.134 E=2,079,052.441

NE PROPERTY

CORNER@ BRASS CAP IN

CONC.

N=143,208.435 E=2,079,272.437

CORNERSEC.

28@ 1/2" IRON

N=142,795.698

E=2,082,192.719(GROUP

CORNER,SW 1/4, SEC

28@ PK NAIL &

SHINER

N=142,780.198

E=2,079,571.568(GROUP

SW PROPERTY

CORNER@ PK NAIL &

SHINER

N=142,777.154

E=2,079,056.596(GROUP

SE PROPERTY

CORNER@ PK NAIL &

SHINER

N=142,778.455 E=2,079,276.572

MARATHON

OILAIRPORT TRUST D24-1,

J24-1

SECTION

CORNER

@ BRASS PLATE

N=142,791.52 E=2,082,193.42

AIRPORT

TRUST

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R AI L

W O OD

P O LE

STAI R S

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J E T

W A S H B L A S T

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P O LE

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P I T

P I PE

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VEN T

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FLAG P O LE

STAI R S

B AR RI ER

P I T

TAN K

R A M P

P I PEP I PE

STORM SHELTER

POWER TR AINING

SUPPORT FACILITY

(#232)

SECURITY

COMMAND

CENTER

(#230)

ACADEMY

INSTRUCTOR

MODULAR

(#226)

GUARD

STATION

C O O

LIN

WEATHER

STATION

TOWER

COOLING

POWER SUB

STATION

SHED

PORTABLE

SHED

C O O

N G

W E R

TUNN

(094

(0 1-

T U N N E L (0 91 -

T N H

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(0 5-

ERH

EA D

AL K

W A Y

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AVIATION

RECORDS

(#22)

CAFETERIA

(#22)

MULTI-PURPOSE

(#24)

AIR NAVIGATION

FACILITIES No. 2

(#12)

SYSTEMS TRAINING

(#23)

SYSTEMS

TRAINING

ANNEX

(#26)

SOUTH GUARD

SHACK (#198)

TECHNICAL

SUPPORT

FACILITY

(#215)

FOSTER ROAD

GUARD SHACK

(#221)

LSF GUARD

SHACK (#293

LOGISTICS SUPPORT FACILITY

(#2)

CAFETERIA

(#7)

HEADQUARTERS

(#1)

AIR NAVIGATION

FACILITIES No. 1

(#5)

RADAR TRAINING

FACILITY

(#25)

ACADEMY

HEADQUARTERS

(#14)

AIR TRAFFIC

BUILDING

(#3)

FLIGHT

INSPECTION

(#4)

FLIGHT

STANDARDS

(#6)

LINE MAINT.

(#16)

S H

HANGAR No. 8 (#9)

HANGAR No. 9 (#10)

LINE SHED No. 4 (#17)LINE SHED No. 1

(#20)

LINE SHED No. 3 (#18)

LINE SHED No. 2 (#19)

R A D A R

N N A

INDUSTRIAL

WASTE

TREATMENT

(#186)

C O

E C

O N

S Y S

ASDE-3

(#174)

ASDE-3

STORAGE

(#222)

SPECIAL

PURPOSE

(#172)

HAZARDOUS

WASTE

(#207)

CIVIL AEROMEDICAL INSTITUTE

(#13) CAMI

ANNEX

(#13)

CAMI

STORAGE

No. 2 (#160)

GENERAL OFFICE

(#147)

CHILD

CARE

CENTER

(#175)

MATERIAL

STORAGE BUILDING

(#28)

BASE MAINTENANCE

(#15)

BUILDING FIFTY

(#50)

THOMAS P.

STAFFORD

(#27)

BUILDING THIRTY

(#30)

REGISTRY

(#29)

WATER

TOWER

BUILDING "L"

(#107)

BUILDING "K"

CREDIT UNION

(#106)

TSI LAB

(#120)

TSI COMPRESSOR

(#108)

FORKLIFT

STATION #2

(#119)

INSTRUMENT

LANDING

SYSTEMS

(#109)

A R S R D

FPS-66

(#116)

FORKLIFT

STATION #1

(#115)

GROUNDS

MAINTENANCE

(#51)

PLANT

ENGINEERING

(#122)

ENVIRONMENTAL

SYSTEMS

SUPPORT

(#152)

ASR-8

TRAINING

LAB

(#159)

MODULAR

BLDG No. 1

(#223)

MODULAR

BLDG No. 2

(#224)

MODULAR

BLDG No. 3

(#225)

ARSR-3

TOWER

EQUIPMENT

(#161)

ARSR-3

TOWER

(#163)

SAND

STORAGE

(#169)

GROUNDS

MAINTENANCE II

(#206)

ARSR-4

SUPPORT

MARK 1A

(#170)

ARSR-4 &

RADAR TOWER

(#200)

TDRW #1

(#187)

RADIO

FREQUENCY

INTERFERENCE

(#194)

TEMPORARY

ADMINISTRATION

(#189)

AOS

ANNEX

(#193)

HAZARDOUS

MATERIALS

(#192)

GNAS

(#195)

SYSTEMS

SUPPORT

FACILITY

(#196)

PROGRAM

SUPPORT

FACILITY

(#201)

TDWR #2

EQUIPMENT

(#203)

ASR-9

MODE-S

(#173)

ASR-9

STORAGE

(#210)

RADAR

SUPPORT

FACILITY

(#217)

ASR-11

(#231)

DASR-11

(#219)

ASR-11

GENERATOR

BLDG.(#231B)

A R S R

T R A

L A B

VTD GUARD

SHACK (#220)

LDI

PORTABLE BUI LDI NG

SCREENIN G FACIL ITY

SECURIT Y CONT ROL

(#23 5)

SCREENING

FACILITY

(#229)

CAMI

COOLING

TOWER

(#13A)

CAMI

STORAGE

No. 1 (#158)

OOL ING

TOW

(#2 2A)

COOLING

TOWER

(#23A)

COOLING

TOWER

(#24A)

RTF

UPSBATTERY

STORAGE(#105)

ARSR-1D

RADAR TOWER

(#127)

ATTITUDE

POSITIONER

(#150)

A S R

R A G E

) ASR-8

TOWER

(#155)

ARSR-3

ENGINE

GENERATOR

(#162)

VISITOR

CENTER

MARK 1B

(#171)

ASR-9

TOWER

(#181)

ASDE-3

TOWER

(#182)

UMBRELLA

ANTENNA

(#184)

I.W.T.

STORAGE

(#240)

GUAR D S TAT ION

SCREENIN G FACIL ITY

(#22 9)

TDWR #2

TOWER

(#205)

ARSR-3

STORAGE

(#202)

DIGITAL

REMOTE

SWITCHING

(#214)

DASR-11

RADOME

(#219C)

DASR-11

TOWER

(#219B)DASR-11

PARKING

(#219D)

RADAR SUPPORT FACILITY

PARKING LOT

(#217B)

PROGRAM SUPPORT FACILITY

PARKING LOT

(#201B)

DASR-11

SIDEWALK

(#219E)

MODULAR

BUILDING

PARKING LOT

(#225B)

SCC

GUARD

STATION

(#234)

SCC

PAVED

PARKING

(#23O?)

747 EVAC

TEST

FACILITY

(#507)

AMAS

TOWER

(#238B)

A M A S

R A G E

A S D E

R A G E

ASDE

TOWER

(#239B)

SCC

PAVED

PARKING

(#23O?)

ASR-11

TOWER

(#231D)

ASDE-X

TOWER

(#233B) ASDE-X

STORAGE

(#233)

A R S R

T R N G

L A B

M A

A R S R

T O W E R

TDRW #1

STORAGE

(#187B)

TDRW #1

TOWER

(#187C)

TSI STORAGE BLDG

(#241)

VEHICLE

INSPECTION

GUARD

(#242)

ENROUTE

SUPPORT

FACILITY

(#227)

PRECISION

RUNWAY

MONITOR

(#243)

POWER TRNG.

SUPPORT

FACILITY

(#232)

A M A-

SYSTEMS TRAINING

ADDITION

(#26A)

MODULAR

BUILDING #5

(#256)

MODULAR

BUILDING #6

(#257)

MODULAR

BUILDING #7

(#264)

SSO

A M H

.5 'x

CHEMICAL

STORAGE

(#168)

MATERIAL

STORAGE FACILITY

(#267)

SW 74TH

GUARD SHACK

(#220)

HANGAR 8 AND 9

MECHANICAL UPGRADES

ISSUED FOR CONSTRUCTION

920 W. Main

MEP

ADG

Oklahoma City, Ok 73106

405.232.5700

205 N. W. 63rd Street, Suite 390

Structural Engineers Kirkpatrick Forest Curtis PC

Oklahoma City, Ok 73116

405.528.4596

108 South Broadway

Architects Small Architects

Edmond, Ok 73034

405.840.1111 DESIGNED

WORK ORDER NO.

DRAWN

ISSUED BY OFFICE OF: DATE:

PREPARED BY

REV DATE

APPROVED BY

DESCRIPTION APP'DCHECK

OF2014-014040

REVIEWED BY

DRAWING NO.

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

FACILITY MANAGEMENT

AMP-400

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SMALL ARCHITECTS MARK McDANIEL

SENSITIVE SECURITY INFORMATION WARNING:

This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S.

government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

G0.01

TITLE SHEET

MAY 11, 2017CSC

LSF

JBS

009-H08 & 010-H09

HANGARS 8 & 9

MECHANICAL UPGRADES

CONTRACTOR STAGING

AREA BEHIND HANGAR #8

PROJECT LOCATIONS

ALL CONTSTRUCTION

DELIVERIES SHALL

ENTER THROUGH

SCREENING FACILITY

SECURITY CONTROL

#235

LINE INDICATED HAUL

ROUTE FOR

CONSTRUCTION

DELIVERIES

ALL CONSTRUCTION

DELIVERIES SHALL

EXIT THRU GUARD

STATION #234

HAUL ROUTE

SHEET INDEX

SHEET # SHEET NAME

G0.01 TITLE SHEET

S1.01 GENERAL NOTES

S1.02 GENERAL NOTES

S2.02 HANGAR 9 TEMP CHILLER PAD PLAN

S3.02 HANGAR 8 ENLARGED FRAMING PLAN

S3.03 HANGAR 9 COOLING TOWER FRAMING PLAN

MP.01 MECHANICAL LEGEND AND ABBREVIATIONS

M3.01 HANGAR 8 ROOF PLAN

M4.01 HANGAR 8 DETAILS & SCHEDULES

M5.01 HANGAR 8 ENLARGED FIRST FLOOR MECHANICAL ROOM

M6.01 HANGAR 8 AHU DETAILS

M6.02 HANGAR 8 AHU DETAILS

M8.01 HANGAR 8 LEGEND & CONTROLS

MD3.01 HANGAR 9 ROOF AND MECH DEMOLITION FLOOR PLAN

M2.01 HANGAR 9 SITE PLAN AND FIRST FLOOR PLAN

M3.02 HANGAR 9 ROOF AND MECH FLOOR PLAN

M4.02 HANGAR 9 COOLING TOWER FLOW DIAGRAM AND SCHEDULES

M8.02 HANGAR 9 CONTROLS

E0.00 ELECTRICAL LEGENDS, ABBREVIATIONS, AND INDEX

E2.01 HANGAR 8 ELECTRICAL FIRST FLOOR PLAN

E2.03 HANGAR 8 ELECTRICAL THIRD FLOOR PLAN

E2.08 HANGAR 8 ELECTRICAL ROOF PLAN

E5.01 FEEDER SCHEDULE

E6.01 HANGAR 8 PANELBOARD SCHEDULES

E6.02 HANGAR 8 PANELBOARD SCHEDULES

E6.03 HANGAR 8 PANELBOARD SCHEDULES

E2.10 HANGAR 9 FIRST FLOOR POWER PLAN

E2.20 HANGAR 9 PENTHOUSE TO ROOF ELECTRICAL PLAN

E4.10 HANGAR 9 ELECTRICAL ROOF PLAN

E6.10 HANGAR 9 PANELBOARD SCHEDULE

N O

CONST RUCT ION

NOT FOR CONST R

C T I

O N

R E V

IEW

SET

REV

IEW

THIS

DOCUMENT IS

PRELIMINARY IN

NATURE AND IS NOT

A FINAL, SIGNED

AND SEALED

DOCUMENT

CA: #6447 Exp. 6/18

TENSION DEVELOPMENT AND LAP-SPLICE

LENGTHS FOR UNCOATED REINFORCING BARS

LAP CLASS

LENGTHS (IN.) PER CONCRETE STRENGTH

B #4

B #5

B #6

B #7

B #8

B #9

B #10

B #11

#14

#18

N/A

20 30 16 23

26 39 20 30

27 40 21 31

35 52 27 40

33 50 26 39

43 65 33 50

40 60 31 46

52 78 40 60

58 87 45 67

75 113 58 87

66 99 51 77

86 129 66 99

75 112 58 86

97 145 75 112

84 126 65 97

109 164 84 126

93 140 72 108

121 182 93 140

112 168 86 129

149 224 115 172

CASE 1 CASE 2

TOP BARS

CASE 1 CASE 2

OTHER BARS

f'c=3500 psi (NORMAL WEIGHT)

BAR SIZE

NOTES: 1 in.=25.4 mm.

1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT

CONCRETE. LENGTHS ARE IN INCHES.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP-SPLICE LENGTHS ARE CALCULATED PER ACI

318, SECTIONS 12.2.2 AND 12.15, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS

ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE

REQUIREMENTS.

3. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND

CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS: BEAMS OR COLUMNS: CASE

1-COVER AT LEAST 1.0d AND CENTER-TO-CENTER SPACING AT LEAST 2.0d AND CASE

2-COVER LESS THAN 1.0d OR CENTER-TO-CENTER SPACING LESS THAN 2.0d . ALL OTHERS:

CASE 1-COVER AT LEAST 1.0d AND CENTER-TO-CENTER SPACING AT LEAST 3.0d . CASE

2-COVER LESS THAN 1.0d OR CENTER-TO-CENTER SPACING LESS THAN 3.0d .

4. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A=1.0l AND

CLASS B=1.3l (ACI 318, SECTION 12.15.1).

5. ACI 318 DOES NOT ALLOW TENSION LAP SPLICES OF #14 OR #18 BARS. THE TABULATED

VALUES FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS.

6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 in. OF CONCRETE CAST BELOW THE BARS.

7. FOR LIGHTWEIGHT-AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.

b b b b b d d b b

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S.

government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

FACILITY MANAGEMENT

SMALL ARCHITECTS

PREPARED BY: APPROVED BY:

AMP-400

OFFICE OF

ISSUED BY

REV DATE CHECKED APPVDDATE

REVIEWED BY

DRAWN

DESIGNED DATE

MARK McDANIEL

920 W. Main

Oklahoma City, Oklahoma 73106 phone: 405.232.5700 web: www.adgokc.com

ADG P.C.

CA: #6447 Exp. 6/18

009-H08 & 010-H09

HANGARS 8 & 9

MECHANICAL UPGRADES

05/11/17BCR

MAL

GENERAL NOTES

WORK ORDER NO. 2014-014040

S1.01

SCALE: 1" = 1'-0"S1.01

1 REINFORCING LAP LENGTHS

1. GENERAL INFORMATION

A.GOVERNING BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE (IBC-2009)

WITH CITY OF OKLAHOMA CITY SUPPLEMENTS.

B.BUILDING CLASSIFICATION: THE BUILDING CLASSIFICATION ACCORDING TO

IBC-2009 TABLE 1604.5 AND ASCE 7-05 TABLE 1-1 IS CATEGORY II.

C.CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT

BETWEEN THE OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT, DRAWINGS,

SPECIFICATIONS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, OTHER

DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED AFTER

EXECUTION OF THE CONTRACT.

D.CORRELATION OF THE CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS ARE

COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF

REQUIRED BY ALL. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE

DRAWINGS, SPECIFICATIONS AND/OR THESE GENERAL NOTES, THE MORE STRINGENT

PROVISION SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING BY THE

STRUCTURAL ENGINEER.

E.ELEVATIONS: REFERENCE FINISHED FLOOR ELEVATION OF 100'-0" EQUALS ACTUAL

FINISHED FLOOR ELEVATION OF THE EXISTING BUILDING.

2.DESIGN LOADS

A.DEAD LOAD: SELF WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

B.LIVE LOADS:

1) FIRST FLOOR...............................................100 PSF

2) ROOF LIVE LOAD (NONREDUCIBLE)..............................20 PSF

C.WIND LOADS:

1) GOVERNING CODE:..........................................ASCE 7-05

2) IMPORTANCE FACTOR, Iw:........................................1.00

3) EXPOSURE CATEGORY:...............................................C

4) WIND VELOCITY, V:...........................................90 MPH

D.SNOW LOADS:

1) GOVERNING CODE:..........................................ASCE 7-05

2) IMPORTANCE FACTOR, Is:........................................1.00

3) GROUND SNOW LOAD, Pg:.......................................10 PSF

4) EXPOSURE FACTOR, Ce:...........................................1.0

5) THERMAL FACTOR, Ct:............................................1.0

6) ROOF SLOPE FACTOR, Cs:.........................................1.0

7) CALCULATED FLAT ROOF SNOW LOAD, Pf:..........................7 PSF

8) MINIMUM FLAT ROOF SNOW LOAD, I*Pf:..........................10 PSF

9) RAIN ON SNOW SURCHARGE LOAD:............................ ASCE 7-05

10) DRIFT LOADS:.............................................ASCE 7-05

E.SEISMIC DESIGN CRITERIA:

1) GOVERNING CODE:..........................................ASCE 7-05

2) IMPORTANCE FACTOR, Ie:........................................1.00

3) SOIL SITE CLASSIFICATION:........................................C

4) 0.2 SEC. MAPPED SPECTRAL ACCELERATION, Ss:. .................0.356

5) 1.0 SEC. MAPPED SPECTRAL ACCELERATION, S1:.. ................0.076

6) SITE COEFFICIENT, 0.2 SEC. PERIOD, Fa:..... ..................1.20

7) SITE COEFFICIENT, 1.0 SEC. PERIOD, Fv:..... ..................1.70

8) 0.2 SEC. DESIGN SPECTRAL ACCELERATION, Sds:. ................0.284

9) 1.0 SEC. DESIGN SPECTRAL ACCELERATION, Sd1:. ................0.086

10) SEISMIC DESIGN CATEGORY:.........................................B

3.MATERIAL DESIGN VALUES

A.CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS, NORMAL

WEIGHT U.N.O.):

1) FOUNDATIONS:.............................................3,500 PSI

2) ALL OTHER STRUCTURAL CONCRETE, U.N.O:....................4,000 PSI

B.CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)

1) ALL PLAIN AND DEFORMED BARS (ASTM A615, GRADE 60)......FY = 60 KSI

2) WELDED WIRE FABRIC (ASTM A184) ........................FY = 60 KSI

3) WELDABLE REINFORCING BARS (ASTM A706) .................FY = 60 KSI

C.STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

1) ALL WIDE FLANGE SHAPES (ASTM A992)....................FY = 50 KSI

2) STRUCTURAL TUBES (ASTM A500, GRADE C)..................FY = 50 KSI

3) PIPES (ASTM A53, GRADE B)..............................FY = 35 KSI

4) ANCHOR RODS (ASTM F1554, GRADE 55, WELDABLE) ..........FY = 55 KSI

5) DEFORMED BAR ANCHORS (ASTM A496).......................FY = 70 KSI

6) HEADED SHEAR STUDS (AWS D1.1)..............FY = 51 KSI/Fu = 65 KSI

7) ALL OTHER SHAPES AND PLATES UNLESS NOTED (ASTM A36)....FY = 36 KSI

4.DEMOLITION NOTES:

A.ALL DIMENSIONS FOR THE EXISTING STRUCTURE SHALL BE VERIFIED IN THE FIELD

PRIOR TO PROCEEDING WITH ANY DEMOLITION OR NEW WORK.

B. AS DEMOLITION OR NEW WORK PROGRESSES THE CONTRACTOR SHALL MAKE WRITTEN

DOCUMENTATION IF INCONSISTENCIES OCCUR IN THE EXISTING STRUCTURE. THESE

INCONSISTENCIES SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND THE

COTR FOR REVIEW.

C.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING, PROPS, AND GUYS

REQUIRED FOR THE TEMPORARY SUPPORT OF EXISTING PIPING, STRUCTURE, ETC.

AS MAY BE NECESSARY TO COMPLETE THE REQUIRED DEMOLITION OR NEW WORK.

D.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES,

BOTH CHARTED AND UNCHARTED BEFORE COMMENCING WITH ANY EXCAVATION OR

DEMOLITION WORK. DEPTH OF CONCRETE SAW SHALL BE SET SO AS NOT TO CUT

ANY LOCAL UNDER FLOOR PIPING OR WIRING WHICH IS TO REMAIN.

E.THE PROJECT AREA SHALL BE MAINTAINED AS CLEAN AS POSSIBLE WITH DUST

BEING LIMITED AS MUCH AS PRACTICAL. DEMOLITION SHALL PROCEED AS

DIRECTED BY THE CONTRACTING OFFICER OR COTR.

F. WHEN SAW CUTTING, SPECIAL CARE SHALL BE TAKEN TO NOT OVER CUT INTO AN

EXISTING AREA OF STRUCTURE THAT WILL REMAIN. WHEN SAW CUTTING WITH

WATER, RUNOFF SHALL BE CONTAINED IN THE IMMEDIATE VICINITY OF THE SAW

CUT.

5.FOUNDATION NOTES:

A.EQUIPMENT FOUNDATIONS

1) MAT FOOTING: THE PROPOSED EQUIPMENT SHALL BE SUPPORTED ON A

CONVENTIONALLY REINFORCED MAT FOOTING FOUNDED ON EXISTING NATIVE SOIL

OR PROPERLY COMPACTED ENGINEERED FILL AS OUTLINED BELOW.

2) STRIPPING: SITE PREPARATION FOR THE EQUIPMENT PADS SHALL INCLUDE

REMOVING ANY SOFT OR UNSUITABLE MATERIALS ENCOUNTERED DURING

CONSTRUCTION. VEGETATION ROOTS, PAVEMENT, UTILITIES GRAVEL,

FOOTINGS, SLABS AND ANY TOPSOIL WILL REQUIRE REMOVAL DURING INITIAL

SITE STRIPPING. REMOVED MATERIAL CAN EITHER BE WASTED OR STOCKPILED

IN A NON-LOAD BEARING AREA FOR LATER USE. REMOVAL DEPTHS SHALL BE

DETERMINED BY A GEOTECHNICAL ENGINEER.

3) PROOF-ROLLING: AFTER MAKING REQUIRED CUTS, PAD AREA SHALL BE

PROOF-ROLLED (UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER) USING

A PORTABLE REMOTE CONTROLLED COMPACTOR OR A WALK-BEHIND TYPE

COMPACTOR DURING A PERIOD OF DRY WEATHER. SOIL OBSERVED TO RUT OR

DEFLECT EXCESSIVELY SHALL BE RECOMPACTED IN PLACE OR REPLACED WITH

PROPERLY COMPACTED ENGINEERED FILL. RECOMPACTED SOIL SHALL BE

MOISTURE CONDITION DURING PLACEMENT OR COMPACTION.

4) SCARIFICATION: AFTER STRIPPING, EXCAVATING AND PROOF ROLLING, THE

EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN

ADJUSTED TO AT OR ABOVE ITS OPTIMUM VALUE PRIOR TO BEING COMPACTED TO

AT LEAST 95 PERCENT OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE

STANDARD PROCTOR TEST METHOD (ASTM D-698).

5) ACCEPTABLE FILL: STRUCTURAL FILL MATERIALS SHALL BE FREE OF ORGANIC

OR OTHER DELETERIOUS MATTER AND BE A LOW VOLUME CHANGE SOIL OF

COHESIVE MATERIALS HAVING A LIQUID LIMIT OF LESS THAN 35 AND A

PLASTICITY INDEX BETWEEN 5 AND 18 WITH A MAXIMUM PARTICLE SIZE LESS

THAN 3 INCHES.

6) FILL PLACEMENT: AFTER IN-SITU SOIL PREPARATION AND INSPECTION IS

COMPLETE, FILL PLACEMENT MAY BEGIN. THE FILL SHALL BE PLACED IN

MAXIMUM LOOSE LIFTS OF 8 INCHES, ADJUSTED TO 1% POINT BELOW TO 3%

POINTS ABOVE OF ITS OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95

PERCENT OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AS

DETERMINED BY ASTM D-698.

7) SITE DRAINAGE: THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY

FROM THE AREAS OF EXCAVATION DURING CONSTRUCTION TO PREVENT PONDING

UNDER FUTURE FLOOR SLABS AND FOOTINGS. THE CONTRACTOR SHALL PROVIDE

POSITIVE CUTOFF IN UTILITY TRENCHES AS REQUIRED PREVENTING WATER

MIGRATION INTO THE AREAS OF EXCAVATION AND FUTURE FLOOR SLABS AND

FOOTINGS.

8) CONCRETE WASHOUT: THE CONTRACTOR SHALL PROVIDE A CONCRETE WASHOUT

FOR ALL CLEANUP ACTIVITIES ASSOCIATED WITH POURING CONCRETE.

B.MISCELLANEOUS

1) GROUNDWATER CONDITIONS: IT IS POSSIBLE THAT TRANSIENT OVER-SATURATED

GROUND CONDITIONS COULD DEVELOP AT SHALLOWER DEPTHS AT A LATER TIME

DUE TO PERIODS OF HEAVY PRECIPITATION, LANDSCAPE WATERING, LEAKING

WATER LINES, OR OTHER UNFORESEEN CAUSES. THE CONTRACTOR SHALL

DETERMINE THE ACTUAL GROUNDWATER LEVELS AT TIME OF CONSTRUCTION. IF

GROUNDWATER ISSUES ARE ENCOUNTERED DURING CONSTRUCTION, THE

GEOTECHNICAL ENGINEER SHALL BE CONTACTED.

2) DRAINAGE CONSIDERATIONS: DUE TO ADVERSE EFFECT ON STRUCTURES, WATER

SHALL NOT BE ALLOWED TO COLLECT IN THE FOUNDATION EXCAVATION OR ON

PREPARED SUBGRADE OF THE CONSTRUCTION AREA EITHER DURING OR AFTER

CONSTRUCTION. UNDERCUT OR EXCAVATED AREAS SHALL BE SLOPED TOWARD ONE

CORNER TO FACILITATE REMOVAL OF ANY COLLECTED RAINWATER, OR POSITIVE

RUNOFF SHALL BE PROVIDED. THE CONTRACTOR SHALL EXERCISE CARE IN

CREATING DRAINAGE PATHS FOR WATER DURING THE CONSTRUCTION PHASE OF

THE PROJECT. TO REDUCE INFILTRATION OF SURFACE WATER AROUND THE

PERIMETER OF THE BUILDING AND BENEATH THE FLOOR SLABS, POSITIVE

DRAINAGE SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION.

3) EXCAVATION AND TEMPORARY SLOPES: THE CONTRACTOR, DESIGNATED AS

"RESPONSIBLE PERSON" IN OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS,

29 CFR PART 1926, IS SOLELY RESPONSIBLE FOR PLANNING AND IMPLEMENTING

ALL SAFETY PROCEDURES. ALL EXCAVATION HEIGHT, SLOPE, AND DEPTH MUST

ADHERE TO ALL SPECIFICATIONS OUTLINED IN LOCAL, STATE, AND FEDERAL

SAFETY REGULATIONS. KFC ENGINEERING DOES NOT ASSUME ANY

RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR ANY PARTY'S, INCLUDING

THE CONTRACTOR'S, COMPLIANCE WITH THE APPLICABLE LOCAL, STATE, AND

FEDERAL SAFETY REGULATIONS OR ANY OTHER APPLICABLE REGULATIONS.

4) CONSTRUCTION MONITORING: A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO

PROVIDE OBSERVATIONS AND TESTING OF SOILS EXPOSED DURING PROJECT

CONSTRUCTION IN ORDER TO VERIFY THAT SOIL CONDITIONS ARE AS

ANTICIPATED. CONSTRUCTION ACTIVITIES PERTAINING TO EARTHWORK,

FOUNDATIONS, AND OTHER RELATED ACTIVITIES SHALL ALSO BE OBSERVED BY

GEOTECHNICAL REPRESENTATIVES AS OUTLINED ABOVE.

6.CONCRETE CONSTRUCTION NOTES

A.ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL, UNLESS

OTHERWISE NOTED, SHALL FOLLOW ALL SECTIONS OF THE CONCRETE REINFORCING

STEEL INSTITUTE (CRSI) MANUAL OF STANDARD PRACTICE 2009.THE DESIGN OF

CONCRETE IS GOVERNED BY “BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318-08) AND COMMENTARY.” WHERE APPROPRIATE, THE LATEST

PROVISIONS OF ACI 318-14 HAVE BEEN INCORPORATED.

B.CONSTRUCTION TOLERANCES FOR MEMBER SIZE AND LOCATION SHALL BE IN

ACCORDANCE WITH ACI 117.

C.CEMENTITIOUS MATERIALS SHALL BE COMPRISED OF PORTLAND CEMENT (ASTM C150)

AMD/OR FLY ASH (ASTM C618). MAXIMUM PERCENTAGE OF FLY ASH SHALL NOT

EXCEED 25 PERCENT.

D. ALL CONCRETE MIXES SHALL BE COMPRISED OF NORMAL WEIGHT AGGREGATES

CONFORMING TO ASTM C33.

E.MIXING WATER SHALL CONFORM TO ASTM C1062. MIXING WATER, INCLUDING THAT

PORTION OF MIXING WATER CONTRIBUTED IN THE FORM OF FREE MOISTURE ON

AGGREGATES SHALL NOT CONTAIN DELETERIOUS AMOUNTS OF CHLORIDE IONS.

F. ADMIXTURES, IF USED, SHALL CONFORM TO THE FOLLOWING:

1) WATER REDUCTION AND SETTING TIME MODIFICATION: ASTM C494.

2) PRODUCING FLOWING CONCRETE: ASTM C1017.

3) AIR ENTRAINMENT: ASTM C260.

4) INHIBITING CHLORIDE INDUCED CORROSION: ASTM C1582.

G.MIX DESIGNS SHALL BE PROPORTIONED BASED ON THE FOLLOWING MIX

CHARACTERISTICS;

1) FOUNDATION MIX:

A)28-DAY CONCRETE STRENGTH: 3,500 PSI

B)MAXIMUM WATER/CEMENT: 0.55

C)MAXIMUM AGGREGATE SIZE: 2-INCHES

D)TARGET AIR CONTENT: 4 PERCENT

E)MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY

PERCENT WEIGHT OF CEMENT: 0.30

F)CEMENTITIOUS MATERIAL TYPE: NO RESTRICTION

H.MIX DESIGNS SHALL BE PROPORTIONED TO MEET THE MIX CHARACTERISTICS

DESCRIBED ABOVE. IN ADDITION THE CONCRETE SHALL BE CAPABLE OF BEING

PLACED INTO FORMS AND AROUND REINFORCEMENT UNDER ANTICIPATED PLACEMENT

CONDITIONS. CONCRETE PRODUCER SHALL DETERMINE WHETHER ADMIXTURES ARE

NECESSARY FOR WATER REDUCTION, SET TIME, OR SLUMP REQUIREMENTS.

I.UNLESS OTHERWISE NOTED, LAP SPLICES SHALL CONFORM TO ACI REQUIREMENTS

FOR CLASS B TENSION SPLICES. REFER TO LAP LENGTH SCHEDULES FOR TYPICAL

LAP REQUIREMENTS.

J.CONCRETE COVER OVER STEEL REINFORCING FOR CAST-IN-PLACE CONSTRUCTION

SHALL CONFORM TO THE FOLLOWING:

1) CONCRETE EXPOSURE: CAST AGAINST AND PERMANENTLY IN CONTACT WITH

GROUND:

A)MEMBER TYPE: ALL

B)REINFORCING RANGE: ALL

C)SPECIFIED COVER: 3-INCHES

2) CONCRETE EXPOSURE: EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A)MEMBER TYPE: ALL

B)REINFORCING RANGE: NO. 6 THROUGH NO. 18 BARS

C)SPECIFIED COVER: 2-INCHES

3) CONCRETE EXPOSURE: EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A)MEMBER TYPE: ALL

B)REINFORCING RANGE: NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER SPECIFIED

COVER: 1 1/2-INCHES

4) CONCRETE EXPOSURE: NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A)MEMBER TYPE: SLABS, JOISTS, AND WALLS

B)REINFORCING RANGE: NO. 14 AND NO. 18 BARS

C)SPECIFIED COVER: 1 1/2-INCHES

5) CONCRETE EXPOSURE: NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A)MEMBER TYPE: SLABS, JOISTS, AND WALLS

B)REINFORCING RANGE: NO. 11 BAR AND SMALLER

C)SPECIFIED COVER: 3/4-INCH

6) CONCRETE EXPOSURE: NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

A)MEMBER TYPE: BEAMS, COLUMNS, PEDESTALS AND TENSION TIES

B)REINFORCING RANGE: PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS,

AND HOOPS

C)SPECIFIED COVER: 1 1/2-INCHES

K.PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR EQUIPMENT

FURNISHED. SEE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL

DRAWINGS FOR NUMBER, SIZE, AND LOCATION OF SUCH PADS. UNLESS OTHERWISE

SHOWN, MINIMUM PAD THICKNESS SHALL BE 4" AND SHALL EXTEND A MINIMUM OF

6" BEYOND THE FACE OF THE EQUIPMENT. MINIMUM REINFORCING SHALL BE #4

BARS AT 12" O.C. EACH WAY. TOOLED OR CHAMFERED EDGES SHALL BE PROVIDED

AT ALL EQUIPMENT PADS. ANCHORAGE TO SUPPORTING SLAB SHALL BE MADE.

REFER TO TYPICAL DETAILS.

L. THE SIZE AND LOCATION OF ALL FLOOR PITS, TRENCH DRAINS, AND OPENINGS FOR

ALL DUCTS AND PIPES THROUGH WALLS, FLOORS, AND FOUNDATION WORK SHALL BE

VERIFIED WITH THE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL

CONTRACTOR'S REQUIREMENTS PRIOR TO THE START OF ANY CONCRETE WORK.

M. ALL CONSTRUCTION JOINTS (VERTICAL AND HORIZONTAL) IN PITS AND TRENCHES

SHALL BE KEYED AND HAVE BENTONITE WATERSTOPS INSTALLED UNLESS NOTED

OTHERWISE. ALL PITS AND TRENCHES SHALL BE WATERPROOFED, UNLESS NOTED

OTHERWISE.

N.UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFER

ON ALL EXPOSED CONCRETE EDGES.

O.ALL HORIZONTAL CONCRETE SURFACES SHALL HAVE A TROWEL FINISH (VERIFY WITH

ARCHITECTURAL DRAWINGS).

P. A SINGLE CONCRETE POUR FOR SLABS-ON-GRADE SHALL NOT EXTEND BEYOND THE

CONSTRUCTION JOINTS (CJ'S) SHOWN ON THE FOUNDATION PLANS. REFER TO

PLANS FOR SLAB JOINT PLACEMENT.

7.STEEL CONSTRUCTION NOTES

A.ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH THE MARCH 18, 2005 EDITION OF THE AISC "CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND THE MARCH 9, 2005 EDITION

OF THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AS

SUPPLEMENTED BY THESE GENERAL NOTES IN ADDITION TO THE PROJECT

SPECIFICATIONS. INFORMATION CONTAINED WITHIN THE CONTRACT DOCUMENTS

CONSIDERS FACTORED DESIGN METHODOLOGIES.

B.STEEL CONTRACTOR SHALL FURNISH ERECTION BOLTS AS REQUIRED FOR FIELD

CONNECTIONS.

C.ALL BEAMS THAT ARE REQUIRED TO HAVE CAMBER SHALL BE FABRICATED WITH

CAMBER UPWARD. BEAMS WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SUCH

THAT AFTER ERECTION, ANY NATURAL CAMBER DUE TO ROLLING OR SHOP

FABRICATION IS UPWARD.

D.PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER SUPPORTS DURING

ERECTION TO KEEP STRUCTURAL STEEL SECURE, PLUMB, AND IN ALIGNMENT

AGAINST TEMPORARY CONSTRUCTION LOADS AND LOADS EQUAL IN INTENSITY TO

DESIGN LOADS. THE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO SECURE THE

BARE STRUCTURAL STEEL FRAMING OR ANY PORTION THEREOF AGAINST LOADS THAT

ARE LIKELY TO BE ENCOUNTERED DURING ERECTION, INCLUDING THOSE DUE TO

WIND AND THOSE THAT RESULT FROM ERECTION OPERATIONS.

E.DO NOT REMOVE TEMPORARY SUPPORTS UNTIL THE INSTALLATION OF ALL

STRUCTURAL ELEMENTS IS COMPLETE AND HAS BEEN ACCEPTED AS COMPLETE BY THE

STRUCTURAL ENGINEER. FOR THE PURPOSES OF THIS PARAGRAPH, “ALL

STRUCTURAL ELEMENTS” INCLUDES ANY OF THE FOLLOWING THAT ARE SHOWN IN THE

STRUCTURAL DRAWINGS: FOUNDATIONS, REINFORCED CONCRETE WALLS AND THEIR

CONNECTIONS TO FOUNDATIONS AND SLABS, LOAD-BEARING CMU WALLS, CMU SHEAR

WALLS, STRUCTURAL STEEL, STEEL CONNECTIONS, PERMANENT BRACING, WELDED

MOMENT CONNECTIONS, STEEL JOISTS, JOIST BRIDGING, ROOF DECK AND FLOOR

DECK.

F. ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE WITH THE ANSI/AWS

"D1.1-STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. ALL WELDING

SHALL USE LOW HYDROGEN PROCESSES.

G.ALL BOLTS SHALL BE ASTM A325 WITH SUITABLE WASHERS AND NUTS.

H. ALL ANGLE FRAMES, PLATES AND OTHER EMBEDDED ITEMS CAST INTO CONCRETE

SHALL BE GALVANIZED.

I. SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE

DRAWINGS WILL NOT BE PERMITTED.

J.CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE

SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF

HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

K. ALL EXTENSION BARS, RUN-OFF PLATES, AND BACKING BARS USED IN WELDED

CONNECTIONS SHALL BE REMOVED AND THE JOINTS SHALL BE GROUND SMOOTH WHERE

SUCH CONNECTION IS PERMANENTLY EXPOSED TO VIEW OR IS DESIGNATED AS

ARCHITECTURALLY EXPOSED STEEL.

L. ALL VISIBLE STEEL EXPOSED TO EXTERIOR WEATHER OR AN UNCONTROLLED

ENVIRONMENT SHALL BE BLAST CLEANED, PRIMED WITH A ZINC-RICH PRIMER AND

FIELD PAINTED WITH A HIGH PERFORMANCE PAINT. INTERIOR STEEL SHALL BE

SHOP PRIMED AND FIELD PAINTED.

M.SHOP PRIMER SHALL NOT BE APPLIED TO THE FOLLOWING AREAS:

1) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF PARTIALLY

EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES.

2) SURFACES TO BE FIELD WELDED.

3) SURFACES TO BE HIGH-STRENGTH BOLTED WITH SLIP-CRITICAL CONNECTIONS.

4) SURFACES TO RECEIVE SPRAYED FIRE-RESISTIVE MATERIALS.

5) GALVANIZED SURFACES.

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

FACILITY MANAGEMENT

SMALL ARCHITECTS

PREPARED BY: APPROVED BY:

AMP-400

OFFICE OF

ISSUED BY

REV DATE CHECKED APPVDDATE

REVIEWED BY

DRAWN

DESIGNED DATE

MARK McDANIEL

920 W. Main

Oklahoma City, Oklahoma 73106 phone: 405.232.5700 web: www.adgokc.com

ADG P.C.

CA: #6447 Exp. 6/18

009-H08 & 010-H09

HANGARS 8 & 9

MECHANICAL UPGRADES

05/11/17BCR

MAL

GENERAL NOTES

WORK ORDER NO. 2014-014040

S1.02

1. STATEMENT OF SPECIAL INSPECTIONS NOTES:

A.THIS STATEMENT OF SPECIAL INSPECTIONS IS INCLUDED AS REQUIRED BY SECTIONS

1704.1.1 AND 1705 OF THE 2009 INTERNATIONAL BUILDING CODE.

B.SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2009 INTERNATIONAL

BUILDING CODE AND AS SUMMARIZED HEREIN. GENERAL REQUIREMENTS ARE LISTED

BELOW AND IN THE ATTACHED INSPECTION TABLES.

C.REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION

REQUIREMENTS. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THIS

STATEMENT OF SPECIAL INSPECTIONS AND THE PROJECT SPECIFICATIONS, THE MORE

STRINGENT PROVISION SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING BY

THE STRUCTURAL ENGINEER OF RECORD.

D. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS FOR THIS PROJECT.

THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE

COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE

INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING

SPECIAL INSPECTION.

E. THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING

OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR

TRAINING. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE

DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME

TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.