BRKR172012 Type B3 Drawings SIGNED.pdf

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

. 3 . 5

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TITLE SHEET &

DRAWING INDEX

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18098.00/BRKR172012

APRIL 2025

DCD

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET & DRAWING INDEX

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT PLAN

C3.1 SITE GRADING & DRAINAGE PLAN

C4.1 SITE UTILITIES PLAN

C5.1 SITE EROSION & SEDIMENTATION CONTROL PLAN

C6.1 SITE DETAILS

C7.1 SITE DETAILS

04 ARCHITECTURAL

A0.1 APRON REFERENCE PLAN

A0.2 BLAST DEFLECTOR PLAN SPOT 8

A0.3 BARRICADE AND ACCESS PLAN

A0.4 LIGHTED BARRIER REQUIREMENTS

A0.5 CHAIN LINK FENCING PLAN AND DETAILS

04 BLAST DEFLECTOR DETAILS

M001 PLAN DRAWING MODEL G14M-3EW

M002 INFORMATIONAL DRAWING MODEL G14M-3EW 14' NOMINAL HEIGHT

05 ELECTRICAL

E1.0 SITE PLAN - ELECTRICAL

ADAL BLAST FENCE

117TH AIR REFUELING WING

SUMPTER SMITH JOINT NATIONAL GUARD BASE

BIRMINGHAM, AL

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Architect:

Design Team:

Consulting Engineers:

Civil:

TYPE B-3 (100%) SUBMITTAL

VICINITY MAP

PROJECT LOCATION

No. Revision Date x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x hb conc mon ec ush

AC

ob m

36" OAK

CP

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BUILDING 141

BUILDING 142

B U

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BUILDING 45

BUILDING 391

BUILDING 137

BLDG. No. 139

GAZEBO

GAZEBO

BUILDING 148

TACAN TOWER

"A S T R E E T

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D .A0.2

1 Sim

TAXIWAY ACCESS TO RUNWAY

TAXIWAY ACCESS TO RUNWAY

EXISTING ASPHALT PAVING (SEE CIVIL)

EXISTING CONCRETE PAVING (SEE CIVIL)

LEGEND:

PROPOSED LOCATIONS OF NEW BLAST FENCE

EXISTING BLAST FENCES TO REMAIN

EXISTING TAXI LINES

EXISTING BUILDINGS

NEW ASPHALT PAVING (SEE CIVIL)

NEW CONCRETE PAVING (SEE CIVIL)

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

4.

. 5

W

W W

.S

SL

A R

C H

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M

A

RC

H

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100%

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A0.1

APRON

REFERENCE PLAN

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18098.00/BRKR172012

APRIL 2025

DCD

1" = 100'-0"A0.1

1 BLAST DEFLECTOR REFERNCE PLAN

EXISTING

"VAULT" TO

REMAIN

EXISTING

FUEL SHUT

OFF TO

REMAIN

EXISTING BLAST FENCE TO

REMAIN

NEW BLAST FENCE

NEW BLAST FENCE

EXISTING BLAST FENCE TO

REMAIN

RE-ALIGN EXISTING ACCESS

ROAD AS REQUIRED - SEE CIVIL

NEW CONCRETE PAVING (SEE CIVIL)

AIRCRAFT INTENDED TO DEPICT THAT REQUIRED WINGTIP

CLEARANCE IS NOT IMPEEDED BY NEW BLAST FENCE.

AIRCRAFT WOULD NOT TAXI IN THIS DIRECTION IF AN

AIRCRAFT ENGINE RUN-UP WAS BEING CONDUCTED

EXISTING SECURITY SYSTEM FIELD DISTRIBUTION

BOX TO REMAIN. PROTECT EXISTING BOX FROM

DAMAGE DURING CONSTRUCTION EFFORTS

REMOVE AND RE-LOCATE EMERGENCY POWER (EPO) SHUTOFF BUTTON.

REFER TO ELECTRICAL DRAWINGS

RELOCATE EXISTING FLIGHT LINE SECURITY LIGHTING AND POLE - SEE

ELECTRICAL

A0.5 1 Sim

NEW CHAIN LINK FENCING - SEE DETAILS

EXISTING ASPHALT PAVING (SEE CIVIL)

EXISTING CONCRETE PAVING (SEE CIVIL)

LEGEND:

PROPOSED LOCATIONS OF NEW BLAST FENCE

EXISTING BLAST FENCES TO REMAIN

EXISTING TAXI LINES

EXISTING BUILDINGS

NEW ASPHALT PAVING (SEE CIVIL)

NEW CONCRETE PAVING (SEE CIVIL)

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

4.

. 5

W

W W

.S

SL

A R

C H

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A

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IN

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RI

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D E

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NOT FOR

CONSTRUCTION

USE

100%

SUBMITTAL

A0.2

BLAST DEFLECTOR

PLAN SPOT 8

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18098.00/BRKR172012

APRIL 2025

DCD

1" = 40'-0"A0.2

1 BLAST DEFLECTOR PLAN - SPOT 8

No. Revision Date

GENERAL NOTES:

• THIS DRAWING IS FOR REFERENCE ONLY. NOT ALL REQUIRED

SCOPE OF WORK IS INDICATED ON THIS SHEET. REFER TO CIVIL

AND ELECTRICAL DRAWINGS FOR ADDITIONAL WORK ITEMS

REQUIRED WITHIN THE PROJECT SCOPE.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

S x x x x x x xx x x x x x x x x x x xx x x x x x x x x x x x hb

RIPRAP

conc mon tel ped hb ff

2"met conduit cor conc+sp hb rd ff hb ec v c edge mem sto ne edge mem st one edge mem st onecor mem s tone cor mem s tone cor brar mem cor brar mem co r br ar mem cor brar mem ed ge m em st on e edge mem stone edge mem stone edge mem stone edge m em stone edge mem stone edge m em stone edge mem st onee dge m em stone ush

A C

A C

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GRAVEL

GRAVEL

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CONCRETE

CONCRETE

CONCRETE

C O N C R E T E

C O N C

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TE

CONCRETE

R A M P

CONC

CONC

CO

NC

SD

SD

CONC

CONC

CONC

BUILDING 141

BUILDING 142

B U

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BUILDING 45

BUILDING 149

BUILDING 391

BUILDING 151

BUILDING 550

BUILDING 700

BUILDING 710

BUILDING 630

B U

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D

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BUILDING 750

MAIN GATE

SERVICE STATION

CONTE LOOP RO

AD

B

AC

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A

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G U A R D

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BUILDING 137

B U

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BUILDING 205

BUILDING 495

BUILDING 214

BUILDING 204

BUILDING 202

BUILDING 190

BUILDING 201

BUILDING 200

BUILDING 174

BUILDING 175

BLDG. No. 139

GAZEBO

GAZEBO

B U

IL

D

IN

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BUILDING 148

BUILDING

(BRICK)

615a

TACAN TOWER

SMITH CIRCLE

"A S T R E E T

B

S T R E E T

"B" STREET

E A S T

LA

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BUILDING 190

ASPHALT

ASPHALT

ASPHALT

ASPHALT

EXISTING BLAST

FENCE TO REMAIN

NEW BLAST FENCE

NEW BLAST FENCE

EXISTING 8'-0" HIGH BLAST

FENCE TO REMAIN

M

INIM

UM

100' - 0"

INDICATES REQUIRED LOCATION

OF LIGHTED BARRICADES

FIELD VERIFY

R 150' - 0"

MINIMUM

R 250' - 0"

ALL CONTRACTOR ACCESS

TO AIRCRAFT APRON SHALL

BE FROM THIS DRIVE - SEE

ACCESS PLAN

EXTENTS OF CONTRACTOR

WORK AREA

MINIM

UM100' -

0"

EXISTING ASPHALT PAVING (SEE CIVIL)

EXISTING CONCRETE PAVING (SEE CIVIL)

LEGEND:

PROPOSED LOCATIONS OF NEW BLAST FENCE

EXISTING BLAST FENCES TO REMAIN

EXISTING TAXI LINES

NEW ASPHALT PAVING (SEE CIVIL)

NEW CONCRETE PAVING (SEE CIVIL)

LOCATION OF LIGHTED BARRICADES

SEE A 0.4 FOR REQUIREMENTS

A0.3 1 Sim

DEPCITS CONTRACTOR'S

REQUIRED HAUL ROUTE AND

ACCESS TO AIRCRAFT

APRON WORK AREA

ACCESS THE BASE THROUGH THE

PRIMARY ENTRY CONTROL POINT AT

EAST LAKE BOULEVARD

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

4.

. 5

W

W W

.S

SL

A R

C H

.C O

M

A

RC

H

IT

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U

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IN

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RI

O R

D E

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NOT FOR

CONSTRUCTION

USE

100%

SUBMITTAL

A0.3

BARRICADE AND

ACCESS PLAN

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18098.00/BRKR172012

APRIL 2025

DCD

1" = 60'-0"A0.3

1 LIGHTED BARRIER PLAN

1" = 300'-0"A0.3

2 ACCESS PLAN

WORK AND SECURITY NOTES:

• A GOVERNMENT PROVIDED ESCORT WILL BE REQUIRED AT ALL TIMES THAT WORK IS BEING ACCOMPLISHED WITHIN THE RESTRICTED AREA.

• WORK WITHIN THE RESTRICTED AREA WILL BE REQUIRED TO BE COMPLETED DURING NORMAL ANG WORKING HOURS, TUESDAY THROUGH FRIDAY 07:00AM TO 05:30PM. OVERTIME WORK WILL NOT

BE PERMITTED.

• CONTRACTOR SHALL PROVIDE AND INSTALL LOW-PROFILE, LIGHTED, TEMPORARY BARRICADES SEPARATING THE DIFFERENT PHASES OF WORK. BARRIERS MAY BE CONSTRUCTED OR PURCHASED

(CONTRACTOR'S OPTION). BARRIERS MUST MEET AND EXCEED THE REQUIREMENTS OF FIGURE 8-4 OF UFC 3-260-04. BARRIERS SHALL BE DELIVERED TO THE GOVERNMENT FOLLOWING

COMPLETION OF THE WORK.

• CONTRACTOR TO LIMIT CONSTRUCTION PERSONNEL TO AREAS INCLUDED WITHIN THE NOTED CONTRACTOR WORK AREA. ACCESS TO AREAS OF THE RAMP OUTSIDE OF THE DELINEATED WORK AREA

WILL NOT BE TOLERATED.

• ACCESS TO THE RESTRICTED AREA FOR CONSTRUCTION OPERATIONS WILL BE AS DEPICTED IN DRAWING 1/A0.3.

• THE EXISTING APRON WILL REMAIN OPEN DURING THE ENTIRE DURATION OF THE PROJECT. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE DIRT, DEBRIS, AND OTHER ITEMS

THAT COULD POTENTIALLY BECOME AIRBORNE ARE ROUTINELY REMOVED FROM THE SITE, SECURED IN PLACE, OR KEPT IN CLOSED LID STORAGE CONTAINERS. ITEMS CAN EASILY BECOME AIRBORNE, ENTER THE ENGINE INTAKE OF AIRCRAFT OPERATING ON THE RAMP, AND CAUSE SIGNIFICANT DAMAGE TO THE AIRCRAFT. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CONSTRUCTION RELATED MATERIALS AND DEBRIS FROM DAMAGING AIRCRAFT OPERATING ON THE APRON.

• CONTRACTOR SHALL ALSO ENSURE THAT ALL DEBRIS AND FOREIGN OBJECTS ARE CONTINUOUSLY PICKED UP AND REMOVED FROM CONSTRUCTION AREAS.

• PRIOR TO STARTING CONSTRUCTION, ALL PERSONNEL WHO WILL WORK ON THE AIRCRAFT APRON WILL BE REQUIRED TO COMPLETE THE FOD PREVENTION BRIEFING FROM THE 117TH AIRFIELD

MANAGER.

• ADDITIONALLY, THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL DIRECTIVES FROM THE AIRFIELD MANAGER AND FOD MANAGER REGARDING FOD PREVENTION FOR THE DURATION OF THE

PROJECT.

• THE CONTRACTOR SHALL INSPECT VEHICLES PRIOR TO ENTERING THE RESTRICTED AREA AND REMOVE ANY ROCK, DIRT, DEBRIS, OR OTHER POTENTIAL FOD FROM THE VEHICLE. ADDITIONAL

REQUIREMENTS AND PROTOCOLS FOR FOD INSPECTION AND REMOVAL WILL BE PROVIDED AT THE FOD PREVENTION BRIEFING.

• CONTRACTOR WILL HAVE TO COMPLETE A FLIGHT LINE DRIVING TRAINING COURSE OFFERED BY THE 117TH AIRFIELD MANAGER. ALL EMPLOYEES OF THE CONTRACTOR OR THEIR SUBCONTRACTORS

WHO WILL REQUIRE VEHICULAR ACCESS TO THE RESTRICTED AREA MUST COMPLETE THIS COURSE PRIOR TO BEING ALLOWED TO DRIVE WITHIN THE RESTRICTED AREA.

ACCEPTABLE LIGHTED BARRIER SYSTEM

AVAILABLE FROM TRAFFIC SAFETY WAREHOUSE

www.trafficsafetywarehouse.com

ACCEPTABLE SOLAR POWERED BEACON FOR BARRIER

AVAILABLE FROM TRAFFIC SAFETY WAREHOUSE

www.trafficsafetywarehouse.com

SOLAR POWERED

BEACON - SPACE

AT MAXIMUM OF

10'-0" INTERVALS

WARNING FLAGS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

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C T

U R

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I N

T E

R

IO

R D

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G N

NOT FOR

CONSTRUCTION

USE

100%

SUBMITTAL

A0.4

LIGHTED BARRIER

REQUIREMENTS

A D

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A S T

F E

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A M

, A L

18098.00/BRKR172012

APRIL 2025

DCD

1/2" = 1'-0"A0.4

1 LIGHTED BARRIER REQUIREMENTS

1/2" = 1'-0"A0.4

2 LIGHTED BARRIER OPTION

EXISTING BLAST DEFLECTOR TO BE DEMOLISHED

EXISTING CHAIN LINK FENCE TO BE DEMOLISHED

NEW BLAST DEFLECTOR ASSEMBLY

NEW CHAIN LINK FENCING - SEE DETAILS

EXISTING CHAIN LINK FENCING TO REMAIN

CHAIN LINK FENCE LINE POST FOUNDATION

TIE NEW CHAIN LINK FENCING INTO NEW BLAST

DEFLECTOR ASSEMBLY AS DIRECTED BY SECURITY

FORCES REPRESENTATIVES ON SITE

RELOCATED EMERGENCY FUEL SHUT OFF CONTROL - SEE ELECTRICAL

RELOCATED FLIGHT LINE SECURITY

LIGHT POLE - SEE ELECTRICAL

PROVIDE BRACE PANEL PER DETAILS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

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C T

U R

E

I N

T E

R

IO

R D

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G N

NOT FOR

CONSTRUCTION

USE

100%

SUBMITTAL

A0.5

CHAIN LINK

FENCING PLAN

AND DETAILS

A D

A L

B L

A S T

F E

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B

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M

IN

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A M

, A L

18098.00/BRKR172012

APRIL 2025

DCD

1/2" = 1'-0"A0.5

4 CHAIN LINK FENCE REINFORCING ELEVATION

1 1/2" = 1'-0"A0.5

3 FENCE FABRIC DETAILS

1/2" = 1'-0"A0.5

2 TYPICAL FENCE ELEVATION

1/8" = 1'-0"A0.5

1 FENCE MODIFICATION PLAN

KC-135 (707)

K

C

K

C

NO TAIL CLOSER

180'-0" OF G14M-3EW

KC-135 (707)

M002

REVISIONS

REV DESCRIPTION DATE

BDI PROJECT NO:

DWN BY:

CHKD BY:

APRV BY:

SCALE:

DATE:

DATE:

DATE:

DWG NO:

SHEET OF

SHEET TITLE:

PROJECT TITLE:

STAMP:

CONFIDENTIAL

This drawing (and product) is copyright protected and is not to be used in whole or in part without authorization and written permission by BLAST

DEFLECTORS, INC. Reproduction or revisions other than that authorized by BLAST DEFLECTORS, INC.

is strictly prohibited and will be prosecuted to the fullest extent of the law.

8620 Technology Way Reno, NV 89521 USA

Tel: +1 775.856.1928 | www.bdi.aero

ISO 9001:2015 Registered

BLAST DEFLECTORS

117TH AIR REFUELING WING

ALABAMA AIR NATIONAL GUARD

JET BLAST DEFLECTOR

BIRMINGHAM, AL U.S.A.

PLAN DRAWING

MODEL G14M-3EW

M-BHM0718

RR 31 JUL 2018

RT 31 JUL 2018

GR 31 JUL 2018

NTS

M001 1 2

M001

PLAN VIEW

SCALE: NTS

5" MINIMUM

REINFORCING

STEEL CLEARANCE

SEE NOTE 15

9'-4"

4"

M002

G14M-3EW SUGGESTED FOUNDATION SECTION VIEW

SCALE: NTS

2'-4"

3'-0" 10'-0"

13'-0"

3" 3"

3"

3"

1' -0

1'-4"

3' -0

BLAST

FRONT

3.9K

6.0K

REAR

9.6K

3.7K

#5 REBAR @ 12" O.C.

EACH WAY (BY OTHERS)

4"Ø THREADED ANCHOR ROD SET IN

EPOXY (TYP)

#5 REBAR @ 12" O.C.

EACH WAY (BY OTHERS)

#5 REBAR @ 6" O.C.

@ TOP ROW

(BY OTHERS)

M002

SUGGESTED CONSTRUCTION JOINT DETAIL

SCALE: NTS

9"

T/

T

1"Ø X 18" SMOOTH

STEEL DOWELS @ 12" O.C.

EPOXY-COATED, LUBRICATED

ONE SIDE ONLY

5" MIN

CLEARANCE

M002

DETAIL

SCALE: NTS

4" EMBED (TYP)

DEFLECTOR

FRAME

DEFLECTING

SURFACE

4"Ø THREADED

ANCHOR ROD SET

IN EPOXY (TYP)

FRONT

ANCHOR

CLIP

REINFORCEMENT

(BY OTHERS)

FOUNDATION

(BY OTHERS)

BLAST DEFLECTOR NOTES:

1. BLAST DEFLECTOR SHALL WITHSTAND FULL-POWER EXHAUST VELOCITIES OF WING-ENGINE MILITARY

TANKER AIRCRAFT. NOTE: THIS BLAST DEFLECTOR MODEL IS NOT RECOMMENDED FOR B777 AIRCRAFT

(OR OTHERS) EQUIPPED WITH GE90 ENGINES, OR B747 AND A380 OUTBOARD (#1 AND #4)

ENGINES. DESIGN LOADS ARE:

300 MPH JET BLAST PER FAA GUIDELINES 230 PSF (NOM.)

108 MPH WIND PER UFC 3-301-01 / ASCE 7-16 58.3 PSF (ULT.) = 35.0 PSF (NOM.)

2. NO AIRCRAFT SHALL BE OPERATED WITH ENGINE NOZZLE CLOSER THAN 60' AND NO TAIL CLOSER

THAN 35' TO THE LEADING EDGE OF THE BLAST DEFLECTOR.

3. THE BLAST DEFLECTOR HAS A NOMINAL HEIGHT OF 14' WITH A GREATER EFFECTIVE HEIGHT.

4. FRAME MEMBERS SHALL BE ASTM A36 STEEL AND HOT-DIP GALVANIZED TO 2 OZ/FT² PER ASTM A123.

5. DEFLECTING SURFACES SHALL BE CORRUGATED STEEL SHEETS DESIGNED TO SUPPORT LOADS IN A

MINIMUM TWO-SPAN CONDITION. SHEET THICKNESS SHALL BE 16 GA WITH A MINIMUM 2.10 OZ/FT²

(G210) HOT-DIP GALVANIZED FINISH PER ASTM A653. SHEET SECTION MODULUS SHALL BE A

MINIMUM OF 0.196 IN³/FT.

6. ALL FIELD CONNECTIONS SHALL BE BOLTED (NO FIELD WELDING PERMITTED). FASTENERS SHALL BE SAE J429 GRADE 5, ASTM A449, OR ASTM F593 (ALLOY GROUP 2) WITH AN APPROPRIATE COATING FOR CORROSION RESISTANCE (WHERE APPLICABLE). ADEQUATE LOCKING PROPERTIES SHALL BE PROVIDED

TO PREVENT FASTENERS FROM WORKING LOOSE DURING NORMAL OPERATION (SUBJECT TO

MANUFACTURER MAINTENANCE GUIDELINES).

7. ALL ANCHORAGE SHALL BE SUPPLIED BY THE BLAST DEFLECTOR MANUFACTURER AND SHALL BE INSTALLED INTO THE COMPLETED FOUNDATION DURING THE ERECTION OF THE BLAST DEFLECTOR.

8. BLAST DEFLECTOR MANUFACTURER ONSITE SUPERVISION IS REQUIRED DURING INSTALLATION FOR

PRODUCT GUARANTEE.

9. ELECTRICAL, LIGHTING, SECURITY ATTACHMENTS, ETC. (IF REQUIRED) SHALL BE BY OTHERS.

FOUNDATION NOTES:

10. FOUNDATION DESIGN SHOWN IS SUGGESTED ONLY. FINAL FOUNDATION/SUBGRADE DESIGN AND

APPROVALS ARE BY OTHERS AND SHALL BE BASED ON SERVICE ANCHOR LOADS SHOWN, SITE SOIL CONDITIONS, AND GOVERNING CODES. DESIGN SHOWN CONSIDERS JET EXHAUST CHARACTERISTICS AND INCORPORATES LOAD REDUCTIONS AT FRAMES ADJACENT TO THE ENGINE CENTERLINES. THIS

SUGGESTED DESIGN IS BASED ON THE FOLLOWING ASSUMPTIONS:

ALLOWABLE SOIL BEARING CAPACITY 1000 PSF

SOIL LATERAL (PASSIVE) PRESSURE 250 PSF/FT DEPTH

STATIC FRICTION COEFFICIENT 0.40

11. PROJECT DESIGNER SHALL VERIFY FOUNDATION SUITABILITY AND DESIGN.

12. GENERAL CONTRACTOR SHALL VERIFY CORRECT LOCATION AND ELEVATION OF THE FOUNDATION.

13. FINISHED FOUNDATION SURFACE SHALL BE A SINGLE PLANE AND MAY SLOPE UP TO 2% IN ANY

SINGLE DIRECTION TO ACCOMMODATE DRAINAGE OR TO MATCH EXISTING GRADES. THE

FOLLOWING TOLERANCES SHALL APPLY:

FINISHED FOUNDATION ELEVATION ±1/4”

FOUNDATION DIMENSIONS ±1/2"

14. PORTLAND CEMENT CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.

15. REINFORCING STEEL, OR ANY OTHER EMBEDDED COMPONENTS, SHALL NOT BE PLACED WITHIN THE

TOP 5" OF THE FINISHED FOUNDATION SURFACE FOR ANCHOR BOLT CLEARANCE.

16. CONSTRUCTION AND CONTRACTION JOINTS SHALL BE PLACED 18' O.C. (MAX.) OR PER APPROVED

DESIGN, BUT NOT WITHIN 12" OF ANY BLAST DEFLECTOR ANCHOR LOCATION.

17. BLAST DEFLECTOR MANUFACTURER SHALL FURNISH, LOCATE, AND SUPERVISE THE INSTALLATION OF

ALL ANCHORAGE AFTER FOUNDATION CONSTRUCTION HAS BEEN COMPLETED.

18. FOUNDATION CONSTRUCTION, CIVIL WORKS, GROUNDING, AND ELECTRICAL (IF REQUIRED) ARE BY

OTHERS.

19. APPROVED BLAST DEFLECTOR MANUFACTURER:

BLAST DEFLECTORS, INC.

8620 TECHNOLOGY WAY

RENO, NV 89521 USA

TEL: +1 775.856.1928

WEB: WWW.BDI.AERO

EMAIL: CONTACTBDI@BDI.AERO

180'-0" OVERALL BLAST DEFLECTOR LENGTH

9' -1

3 4"

'-1

5 16

2"81

2" 3'-6" 3'-6"

M002

G14M-3EW FRONT ELEVATION VIEW

SCALE: NTS

3'-0" FRAME

SPACING (TYP)3

M002

M002

RIGHT HAND

END WALL

LEFT HAND

END WALL

5" MIN

CLEARANCE

M002

DETAIL

SCALE: NTS

4"Ø THREADED

ANCHOR ROD SET

IN EPOXY (TYP)

DEFLECTOR

FRAME

REAR

ANCHOR

CLIP

REINFORCEMENT

(BY OTHERS)

FOUNDATION

(BY OTHERS)

4" EMBED (TYP)

M002

DETAIL

SCALE: NTS

DEFLECTING

SURFACE

NYLON INSERT

LOCK NUT

HALF OVAL

WASHER

8"Ø BOLT

FLAT WASHER

FRONT RIB

M002

M002

M002

9'-4"

4"

M002

G14M-3EW SECTION VIEW

SCALE: NTS

BLAST

9'-73 4"

REAR STRUT

HORIZONTAL

BRACE

CU

RV

ED

RI

B

DEFLECTING

SURFACEEND WALL

(BEYOND)

1'-0"

(MIN)

4' -1

0"

1'-4"

2'-4"

'-0

10"10"

1'-6"

(TYP)

M002

G14M-3EW ANCHOR BOLT LAYOUT PLAN

SCALE: NTS

2"

3'-6"1'-0"

(MIN)

2"

3'-6" 1'-0"

(MIN)

FR

AM

ES

, 4 S

PA

CE

S

'-0

" O .C

2' -0

1'-0"

5'-6"

1'-0"

(MIN)

4' -1

0"

5'-6"

4"

'-1

0"

4' -1

0"

3'-0" FRAME

SPACING (TYP)

190'-2" (MIN) OVERALL FOUNDATION LENGTH

61 FRAMES, 60 SPACES @ 3'-0" O.C. = 180'-0" OVERALL BLAST DEFLECTOR LENGTH

BL

AS

T

BL

AS

T

M002

M002

M002

M002

M002

M002

M002

M002

9' -4

CONSTRUCTION OR

CONTRACTION JOINT; SEE

& FOUNDATION NOTE 16

M002

END WALL SUGGESTED FOUNDATION SECTION VIEW

SCALE: NTS

1'-0" 3'-0"

5" MINIMUM

REINFORCING

STEEL CLEARANCE

SEE NOTE 15

4'-10"

3"

1' -0

3"

3'-0"

3" 3"

4'-10" 10'-0"

3"

17'-10"

1' -0

2' -0

3'-0" 3'-0"

BLAST

4"Ø THREADED ANCHOR

ROD SET IN EPOXY (TYP)

#5 REBAR @

12" O.C.

EACH WAY

(BY OTHERS)

#5 REBAR @ 12" O.C.

EACH WAY (BY OTHERS)

#5 REBAR @ 12" O.C.

EACH WAY (BY OTHERS)

3'-0"

#5 REBAR @ 6"

O.C. EACH WAY

(BY OTHERS)

M002

SUGGESTED CONTRACTION JOINT DETAIL

SCALE: NTS

D

T/3 ± 14"

(SAW CUT)

4" X 14" BEVEL

W1

4" TO 38"

BACKER ROD

JOINT SEALANT

(JET FUEL RESISTANT)

4"

(MIN)

DIMENSIONS D AND W ARE

PER SEALANT MANUFACTURER

REQUIREMENTS

REVISIONS

REV DESCRIPTION DATE

BDI PROJECT NO:

DWN BY:

CHKD BY:

APRV BY:

SCALE:

DATE:

DATE:

DATE:

DWG NO:

SHEET OF

SHEET TITLE:

PROJECT TITLE:

STAMP:

CONFIDENTIAL

This drawing (and product) is copyright protected and is not to be used in whole or in part without authorization and written permission by BLAST

DEFLECTORS, INC. Reproduction or revisions other than that authorized by BLAST DEFLECTORS, INC.

is strictly prohibited and will be prosecuted to the fullest extent of the law.

8620 Technology Way Reno, NV 89521 USA

Tel: +1 775.856.1928 | www.bdi.aero

ISO 9001:2015 Registered

BLAST DEFLECTORS

117TH AIR REFUELING WING

ALABAMA AIR NATIONAL GUARD

JET BLAST DEFLECTOR

BIRMINGHAM, AL U.S.A.

INFORMATION DRAWING

MODEL G14M-3EW

14' NOMINAL HEIGHT

M-BHM0718

RR 31 JUL 2018

RT 31 JUL 2018

GR 31 JUL 2018

NTS

M002 2 2

1 UPDATED BUILDING CODE 08 JAN 2021

CONSTRUCTION OR

CONTRACTION JOINT; SEE

FOUNDATION NOTE 16. SEE

FOUNDATION NOTES FOR

MAXIMUM SPACING

BLAST DEFLECTOR NOTES:

1. BLAST DEFLECTOR SHALL WITHSTAND FULL-POWER EXHAUST VELOCITIES OF WING-ENGINE MILITARY TANKER

AIRCRAFT.

DESIGN LOADS ARE:

300 MPH JET BLAST PER FAA GUIDELINES 230 PSF (NOM.)

108 MPH WIND PER UFC 3-301-01 / ASCE 7-16 58.3 PSF (ULT.) = 35.0 PSF (NOM.)

2. NO AIRCRAFT SHALL BE OPERATED WITH ENGINE NOZZLE CLOSER THAN 60' AND NO TAIL CLOSER THAN 35' TO THE

LEADING EDGE OF THE BLAST DEFLECTOR.

3. THE BLAST DEFLECTOR HAS A NOMINAL HEIGHT OF 14' WITH A GREATER EFFECTIVE HEIGHT.

4. FRAME MEMBERS SHALL BE ASTM A36 STEEL AND HOT-DIP GALVANIZED TO 2 OZ/FT² PER ASTM A123.

5. DEFLECTING SURFACES SHALL BE CORRUGATED STEEL SHEETS DESIGNED TO SUPPORT LOADS IN A MINIMUM TWO- SPAN CONDITION. SHEET THICKNESS SHALL BE 16 GA WITH A MINIMUM 2.10 OZ/FT² (G210) HOT-DIP GALVANIZED FINISH

PER ASTM A653. SHEET SECTION MODULUS SHALL BE A MINIMUM OF 0.196 IN³/FT.

6. ALL FIELD CONNECTIONS SHALL BE BOLTED (NO FIELD WELDING PERMITTED). FASTENERS SHALL BE SAE J429 GRADE 5, ASTM A449, OR ASTM F593 (ALLOY GROUP 2) WITH AN APPROPRIATE COATING FOR CORROSION RESISTANCE (WHERE APPLICABLE). ADEQUATE LOCKING PROPERTIES SHALL BE PROVIDED TO PREVENT FASTENERS FROM WORKING LOOSE

DURING NORMAL OPERATION (SUBJECT TO MANUFACTURER MAINTENANCE GUIDELINES).

7. ALL ANCHORAGE SHALL BE SUPPLIED BY THE BLAST DEFLECTOR MANUFACTURER AND SHALL BE INSTALLED INTO THE

COMPLETED FOUNDATION DURING THE ERECTION OF THE BLAST DEFLECTOR.

8. BLAST DEFLECTOR MANUFACTURER ONSITE SUPERVISION IS REQUIRED DURING INSTALLATION FOR PRODUCT

GUARANTEE.

9. ELECTRICAL, LIGHTING, SECURITY ATTACHMENTS, ETC. (IF REQUIRED) SHALL BE BY OTHERS.

FOUNDATION NOTES:

10. FOUNDATION DESIGN SHOWN IS SUGGESTED ONLY. FINAL FOUNDATION DESIGN SHALL BE BASED ON SERVICE ANCHOR LOADS SHOWN, SITE SOIL CONDITIONS, AND GOVERNING CODES. DESIGN SHOWN CONSIDERS JET EXHAUST CHARACTERISTICS AND INCORPORATES LOAD REDUCTIONS AT FRAMES ADJACENT TO THE ENGINE CENTERLINES. THIS

SUGGESTED DESIGN IS BASED ON THE FOLLOWING ASSUMPTIONS:

ALLOWABLE SOIL BEARING CAPACITY 1000 PSF

SOIL LATERAL (PASSIVE) PRESSURE 250 PSF/FT DEPTH

STATIC FRICTION COEFFICIENT 0.40

11. THE CONTRACTOR SHALL PROVIDE FINAL ENGINEERED DESIGN. DESIGN SHALL BE STAMPED AND SIGNED BY A

PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF ALABAMA.

12. GENERAL CONTRACTOR SHALL VERIFY CORRECT LOCATION AND ELEVATION OF THE FOUNDATION.

13. FINISHED FOUNDATION SURFACE SHALL BE A SINGLE PLANE AND MAY SLOPE UP TO 2% IN ANY SINGLE DIRECTION TO ACCOMMODATE DRAINAGE OR TO MATCH EXISTING GRADES. THE FOLLOWING TOLERANCES SHALL APPLY:

FINISHED FOUNDATION ELEVATION ±1/4"

FOUNDATION DIMENSIONSI ±1/2"

14. PORTLAND CEMENT CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.

15. REINFORCING STEEL, OR ANY OTHER EMBEDDED COMPONENTS, SHALL NOT BE PLACED WITHIN THE TOP 5" OF THE

FINISHED FOUNDATION SURFACE FOR ANCHOR BOLT CLEARANCE.

16. CONSTRUCTION AND CONTRACTION JOINTS SHALL BE PLACED 18' O.C. (MAX.) OR PER APPROVED DESIGN, BUT NOT

WITHIN 12" OF ANY BLAST DEFLECTOR ANCHOR LOCATION.

17. BLAST DEFLECTOR MANUFACTURER SHALL FURNISH, LOCATE, AND SUPERVISE THE INSTALLATION OF ALL ANCHORAGE

AFTER FOUNDATION CONSTRUCTION HAS BEEN COMPLETED.

18. APPROVED BLAST DEFLECTOR MANUFACTURER:

BLAST DEFLECTORS, INC.

8620 TECHNOLOGY WAY

RENO, NV 89521 USA

TEL: +1 775.856.1928

WEB: WWW.BDI.AERO

EMAIL: CONTACTBDI@BDI.AERO

CONSTRUCTION JOINT DETAILEND WALL FOUNDATION SECTION VIEWG14M-3EW FOUNDATION SECTION VIEW

00000000000000000000000000000000000000000000000000000000"""""""""""""""""""

DateRevisionNo.

JBG

APRIL 2025

18098.00/BRKR172012

B

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A

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A D

A L

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F E

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E

SITE PLAN -

ELECTRICAL

E1.0 Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

W W W .S S L A R C H .C O M

NOT FOR

CONSTRUCTION

USE

100%

SUBMITTAL

A R

C H

IT

E

C T

U R

E

I N

T E

R

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R D

E S

IG

N

SCALE: 1" = 40'-0"

4040' 0 80FT

GRAPHIC SCALE

JBG

SCALE: 1"=40'-0"

SITE PLAN - ELECTRICAL1

E1.1

SHEET NOTES:

GENERAL NOTES:

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#25-088Tel: 334.285.1273

04-18-25

NO SCALE

DETAIL - ELEVATED CONCRETE POLE BASE FOR TARMAC POLES

E1.0