FAKZ182355 Type B-3 Drawings SIGNED.pdf

Sheet Number

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T1.0

TITLE SHEET &

DRAWING INDEX

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JUNE 2021

DCD

DCD

DRAWING INDEX

SHEET NO. SHEET NAME

03 ELECTRICAL

E0.1 ELECTRICAL LEGEND & NOTES

E1.1 SITE PLAN -ELECTRICAL

E2.1 PANELBOARD SCHEDULES DETAILS & NOTES

E3.1 ELECTRICAL SINGLE LINE DIAGRAMS & NOTES

E4.1 GROUNDING DETAILS & NOTES

04 Phasing

P1.0 PHASING PLAN

P1.1 LIGHTED BARRIER REQUIREMENTS

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET & DRAWING INDEX

01 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE PLAN

C3.1 SITE DETAILS

C4.1 SITE DETAILS

02 ARCHITECTURAL

A0.1 SITE PLAN

A0.2 SHELTER ROOF PLAN, REFLECTED CEILING PLAN, AND SECTION

A0.3 DETAILS

A0.4 TYPICAL SHELTER PAINTED MARKINGS DIAGRAM

A0.5 DETAILS

F-35: ALLIED SUPPORT AIRCRAFT SHELTER

MONTGOMERY, AL

FAKZ182355

187TH FIGHTER WING, DANNELLY FIELD, AL ANG

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

ABI #3

Schedule of Additive Bid Items:

NA

ABI #2 NA

ABI #1 NA

ABI #4 NA

ABI #5 NA

Architect:

Design Team:

Consulting Engineers:

Electrical:

Structural:

Civil:

No. Revision Date

LEGEND:

PRIMARY/THROUGH TAXI LANE

SECONDARY/INTERIOR PERIPHERAL TAXI LANE

EDGE OF APRON PAVEMENT

DENOTES EXTENTS OF PAVEMENT CLEANING

C26

SHELTER

NOTES:

1. REMOVE EXISTING APRON PAVING IN THIS

LOCATION AS REQUIRED TO INTSTALL

DIRECTIONAL BORE RECEIVING PIT AS REQUIRED

TO INSTALL NEW ELECTRICAL AND

COMMUNICATIONS SERVICE. INSTALL NEW

CONCRETE PAVING AFTER INSTALLATION OF NEW

SERVICES. REFER TO CIVIL AND ELECTRICAL

DRAWINGS.

2. STRIPING SHOWN ON THIS DRAWING IS FOR

THE GOVERNMENT'S USE ONLY. REFER TO CIVIL

DRAWINGS AND SHEET A0.4 FOR DETAILED

REQUIREMENTS FOR NEW STRIPING.

3. REMOVE EXISTING APRON PAVING AS

REQUIRED TO INSTALL NEW FOOTINGS FOR

SHELTER FOUNDATION. REFER TO DETAIL

3/A0.3. TYPICAL AT ALL NEW SHELTER FOOTING

LOCATIONS.

4. REFER TO SHEET A0.4. REMOVE EXISTING

APRON PAVING AS REQUIRED TO INSTALL NEW

GROUNDING/MOORING POINTS.

EXISTING SHELTERS TO REMAIN

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SEE NOTE 1

A0.2

A0.2

SEE NOTE 3

SEE NOTE 4

SEE NOTE 2

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A0.1

SITE PLAN

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JUNE 2021

DCD

DCD

1" = 40'-0"A0.1

1 SHELTER SITE PLAN

70' - 0"

5' - 0"

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LIGHT FIXTURE

(SEE ELECTRICAL)

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PAINT SHELTER COORDINATES ON

INTERIOR VERTICAL FACE OF STEEL

STRUCTURE. EXACT COORDINATES

AND LOCATION OF MARKING TO BE AS

DIRECTED ON SITE

PAINT "C" ON EXTERIOR VERTICAL

FACE OF STEEL STRUCTURE

12 12 3/8" 3/8"

EXISTING SHELTER

TO REMAIN

SLOPE SLOPE

3/8" 12"

EXISTING SUN SHELTERS

5' - 0"

3/8" 12"

A0.3

A0.3

M

IN

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A0.2

SHELTER ROOF

PLAN, REFLECTED

CEILING PLAN,

AND SECTION

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JUNE 2021

DCD

DCD

1/8" = 1'-0"A0.2

2 REFLECTED CEILING PLAN

1/8" = 1'-0"A0.2

1 ROOF PLAN

1/8" = 1'-0"A0.2

3 SHELTER SECTION

DESIGN PARAMETERS:

• INTERNATIONAL BUILDING CODE 2015

• RISK CATEGORY IV

• WIND DESIGN:

• ULTIMATE WIND SPEED - 122 MPH

• LOADING CRITERIA

• 20 PSF LIVE LOAD

• 5 PSF SNOW LOAD

• SUPERIMPOSED DEAD LOAD ALLOWANCES

• ROOFING AND INSULATION - 6PSF

• SEISMIC DESIGN

• SITE SOIL C

• SEISMIC CATEGORY D

• SDS = 0.116

• SD1 = 0.076

STEEL FRAME (BEYOND)

PAINT

STEEL 'Z" PURLINS

PAINT

EAVE TRIM

METAL FLASHING

AND CLEAT

EAVE STRUT

METAL ROOF PANEL

STEEL FRAME (BEYOND)

PAINT

STEEL "Z" PURLINS

PAINT

RIDGE VENT

RIDGE VENT COVER

2' - 3" 2' - 3"

0' - 9" 0' - 9"

AS REQ. TO INSTALL NEW FOOTING

+/- 3' - 6"

SEE CIVIL DOWEL AND

JOINT SEAL DETAIL

3/4" PEJ WITH JOINT SEALANT (ALL SIDES)

NEW 4' - 6" x 4' - 6" x 12"

CONCRETE FOOTING WITH (5) #5

BARS EACH WAY TOP & BOTTOM

ALDOT SECTION 825, TYPE A

CRUSHED AGGREGATE BASE 100%

COMPACTION, ASTM D698

18" x 18" PIER WITH (8) #8 HOOK BARS

AND #4 STIRRUPS AT 6" O.C. WITH TWO

IN THE TOP 6" OF PIER

(4) 1" DIAMETER ANCHOR BOLTS WITH 24"

EMBEDMENT

NEW AIRCRAFT APRON PAVING - SEE CIVIL

AS REQ. TO INSTALL NEW FOOTING

+/- 3' - 6"

SAW CUT EXISTING CONCRETE APRON SAW CUT EXISTING CONCRETE APRON

COORDINATE EXACT EXTENTS OF NEW CONCRETE WITH BUILDING LAYOUT AND EXISTING APRON JOINTS - REFER TO A0.3

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DETAILS

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JUNE 2021

DCD

DCD

1 1/2" = 1'-0"A0.3

1 EAVE DETAIL

3" = 1'-0"A0.3

2 SHELTER SECTION1 - Callout 2

1" = 1'-0"A0.3

3 Column Footing Detail

70' - 0"

6' - 0"

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35' - 0" 35' - 0"

10' - 0" 17' - 6" 17' - 6" 10' - 0"

TAXI LINE

0' - 6"

0' - 6"

3' - 0"

EDGE OF SHELTER ROOF ABOVE

10' WINGTIP CLEARANCE

INDICATION LINE (6" WIDE,

RETRO-REFLECIVE YELLOW)

SUPPORT EQUIPMENT MARKING -

SEE OVERALL PLAN FOR

LOCATIONS (6" WIDE, YELLOW,

RETRO-REFLECTIVE)

CONTINUE MARKING TO INTERSECT WITH

ADJACENT SHELTER 10' WINGTIP

CLEARANCE INDICATION LINE WHERE

MARKINGS ARE REQUIRED

10' WINGTIP CLEARANCE

INDICATION LINE

EXISTING APRON JOINT AND

JOINT SEAL TO REMAIN (TYPICAL)

GROUNDING/MOORING POINT -

SEE DETAIL ON A0.5

NOTE:

1) ALL EXISTING APRON TIE DOWN LOCATIONS

WILL REMAIN. PROVIDE NEW

MOORING/GROUNDING POINTS

INDICATED ON THIS SHEET AT NEW

AIRCRAFT SHELTER ONLY.

2) CONTRACTOR SHALL PROVIDE TEMPORARY

MARKING FOR APPROVAL BY

GOVERNEMNT PRIOR TO INSTALLATION

OF PERMANENT STRIPING.

F-35

F-16

STENCIL "F-16" IN WHITE LETTERING

WITHIN YELLOW STOP BAR

STENCIL "F-35" IN WHITE

LETTERING WITHIN YELLOW

STOP BAR

ENGINE INLET

DANGER AREA

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4" HIGH RED RETRO-REFLECTIVE

LETTERING, WHITE RETRO-

REFLECTIVE BACKGROUND, 2"

WIDE RED RETRO-REFLECTIVE

BOUNDARY (TYPICAL)

R 25' - 0"

6" RETRO-REFLECTIVE RED STRIPING

6" WIDE, RETRO-REFLECIVE

YELLOW LEAD-IN/TAXIWAY LINE

10' WINGTIP CLEARANCE

INDICATION LINE (6" WIDE,

RETRO-REFLECIVE YELLOW)

OUTLINE OF NEW FOOTING BELOW

NEW PAVING - SEE CIVIL

REROUTE PAVEMENT DRAIN AT THESE NEW FOUNDATIONS - SEE CIVIL

A0.3

5' - 0" 5' - 0"

5' - 0" 5' - 0"

0' - 6"

ENGINE INLET TY

P

4' - 6"

DANGER AREA

WHITE RETRO-REFLECTIVE

BACKGROUND

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A0.4

TYPICAL SHELTER

PAINTED

MARKINGS

DIAGRAM

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JUNE 2021

DCD

DCD

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

1 SHELTER PAINTED TYPICAL MARKING DIAGRAM

1" = 1'-0"A0.4

2 ENGINE INLET AREA SIGN

TYP.

8"

TYP.

8"

1" DIAMETER DOWELS#5 REBAR - 4 EACH WAY

CENTERED IN CONCRETE DEPTH

M

IN

MIN.

3"

42"

EXISTING APRON

TO REMAIN

NON-DEFORMED #7

BAR, AISI 8620H

EXISTING APRON

TO REMAIN

PLAN

SECTION

R=3"

NEW SILICONE JOINT SEAL. REFER TO

CIVIL DRAWINGS.

5"

/4

8" 8" 8" 8"

1" DIAMETER DOWEL

#5 REBAR, 4 EACH WAY CENTERED IN

CONCRETE DEPTH

NON-DEFORMED #7 BAR, AISI 8620H

3/4" DIAMETER x 10'-0" LONG, COPPER CLAD, GROUND ROD - DRIVE TO 6 INCHES BELOW

APRON PAVING

THERMAL WELD

THERMAL WELD

#4/0 BARE COPPER GROUNDING CONDUCTOR -

THERMALLY WELDED TO REBAR AND GROUND ROD

NOTE: BOND ALL STATIC GROUND POINTS TOGETHER USING #4/0 BARE COPPER WIRE. BOND STATIC GROUND SYSTEM TO STRUCTURAL STEEL AND BOND STRUCTURAL STEEL TO GROUND BUS AT SERVICE POINT PANELL "MSS" WITH #4/0 COPPER

CONDUCTOR IN 1" CONDUIT. REFER TO E3.1 AND E4.1 FOR FURTHER REQUIREMENTS

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A0.5

DETAILS

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JUNE 2021

DCD

DCD

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

1 MOORING/GROUNDING POINT DETAIL

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

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17135.00/FAKZ182355

JUNE 2021

JBG

JBG

No. Revision Date

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#18-337Tel: 334.285.1273

6-12-20

E0.1

ELECTRICAL

LEGEND &

NOTES

CEILING OUTLETS

ELECTRICAL LEGEND

WALL OUTLETS

WALL SWITCHES (UNLESS OTHERWISE NOTED, MOUNT 48" A.F.F.)

BRANCH CIRCUITING

PANELS AND POWER

MISCELLANEOUS EQUIPMENT

MISCELLANEOUS

GENERAL ELECTRICAL NOTES:

Project Title

Job Number

Date

Drawn By

Checked By

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17135.00/FAKZ182355

JUNE 2021

JBG

JBG

No. Revision Date

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#18-337Tel: 334.285.1273

6-12-20

E1.1

SITE PLAN -

ELECTRICAL

EXISTING SHELTERS TO REMAIN

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SCALE: 1" = 40'-0"

4040' 0 80FT

GRAPHIC SCALE

SCALE: 1"=40'-0"

SITE PLAN - SUN SHELTER POWER1

E1.1

SITE LEGEND

UNDERGROUND UTILITY NOTES:

SHEET NOTES:

SCALE: 1"=40'-0"

PARTIAL SITE PLAN - GROUNDING & LIGHTNING PROTECTION3

E1.1

8'

1/8" = 1'-0

0 8 16 FT

GRAPHIC SCALE

N.T.S.

SUN SHELTER HAZARDOUS AREA DIAGARM2

E1.1

HAZARDOUS AREA CLASSIFICATIONS

Project Title

Job Number

Date

Drawn By

Checked By

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17135.00/FAKZ182355

JUNE 2021

JBG

JBG

No. Revision Date

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#18-337Tel: 334.285.1273

6-12-20

E2.1

PANELBOARD

SCHEDULES,

DETAILS &

NOTES

PANELBOARD NOTES:

DETAIL - TYPICAL PANELBOARD NAMEPLATE

ARC FLASH WARNING LABELS

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

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17135.00/FAKZ182355

JUNE 2021

JBG

JBG

No. Revision Date

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#18-337Tel: 334.285.1273

6-12-20

E3.1

ELECTRICAL

SINGLE LINE

DIAGRAM &

NOTES

SINGLE LINE DIAGRAM

DETAIL - SERVICE ENTRANCE FAULT CURRENT NAMEPLATE

SINGLE LINE DIAGRAM NOTES: KEYED NOTES:

DETAIL-TYPICAL INDOOR INSTALLATION OF DRY TYPE TRANSFORMERS

DETAIL - TYPICAL MOUNTING OF PANEL OR DISCONNECT

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

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17135.00/FAKZ182355

JUNE 2021

JBG

JBG

No. Revision Date

3102 Highway 14

Gunn & Associates, P.C.

Consulting Engineers

Millbrook, AL 36054 1200 Providence Park, Suite 200

Birmingham, AL 35242 GA#18-337Tel: 334.285.1273

6-12-20

E4.1

GROUNDING

DETAILS &

NOTES

DETAIL - TYPICAL GROUND BUS INSTALLATION

DETAIL - SERVICE ENTRANCE GROUNDING INSTALLATION

NO SCALE

DETAIL - TYPICAL GROUND BUSHING INSTALLATION 1

E4.1

DETAIL NOTES

C26

SHELTER

ACCESS POINT A

ACCESS POINT B

PHASE II BOUNDARY

PHASE I BOUNDARY

PHASE III BOUNDARY

PHASE IV

BOUNDARY

CONTRACTOR STAGING/STORAGE AREA

ARROWS DENOTE REQUIRED

DIRECTION OF APRON CLEANING

ACTIVITIES - SEE PHASING NOTES

ARROWS DENOTE REQUIRED

DIRECTION OF APRON CLEANING

ACTIVITIES - SEE PHASING NOTES

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P1.0

PHASING PLAN

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17135.00/FAKZ182355

JUNE 2021

DCD

DCD

1" = 50'-0"P1.0

1 Phasing Plan

PHASING NOTES:

• SEE SPECIFICATION SECTION 01 1000 FOR PHASING DURATIONS AND

REQUIREMENTS.

• 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 OWNER FOLLOWING

COMPLETION OF THE WORK.

• CONTRACTOR TO LIMIT CONSTRUCTION PERSONNEL TO AREAS INCLUDED

WITHIN THE PHASE OF WORK ONGOING AT EACH TIME. ACCESS TO AREAS OF

THE RAMP OUTSIDE OF THE DELINEATED PHASE WILL NOT BE TOLERATED.

PHASING NOTES (CONTINUED):

• ACCESS TO THE RESTRICTED AREA FOR CONSTRUCTION OPERATIONS WILL

BE THROUGH ACCESS POINT B NOTED ON THE PLAN ABOVE FOR PHASE I.

ACCESS TO THE RESTRICTED AREA FOR ALL OTHER CONSTRUCTION PHASES

WILL BE THROUGH ACCESS POINT A NOTED ON THE PLAN ABOVE.

• IN PHASE I, CONTRACTOR SHALL WORK APRON CLEANING ACTIVITIES FROM

THE EAST EXTENTS OF PHASE I BACK TO THE WEST EXTENTS TO PREVENT

DIRT/DEBRIS FROM APRON CLEANING FROM BEING PUSHED INTO THE AREAS

OF PHASES II AND III.

• IN PHASE II, CONTRACTOR SHALL WORK APRON CLEANING ACTIVITIES FROM

THE SOUTH AND WEST EXTENTS OF PHASE II BACK TO THE NORTH AND EAST

EXTENTS TO PREVENT DIRT/DEBRIS FROM APRON CLEANING FROM BEING

PUSHED INTO THE AREAS OF PHASES I AND III.

• IN PHASE III, CONTRACTOR SHALL WORK APRON CLEANING ACTIVITIES FROM

THE NORTH AND WEST EXTENTS OF PHASE III BACK TO THE SOUTH AND EAST

EXTENTS TO PREVENT DIRT/DEBRIS FROM APRON CLEANING FROM BEING

PUSHED INTO THE AREAS OF PHASES II AND III.

FOREIGN OBJECT DAMAGE (FOD) PREVENTION REQUIREMENTS:

• 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 187TH 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.

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 (OPTIONAL)

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

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SL

A R

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A

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D E

SI

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P1.1

LIGHTED BARRIER

REQUIREMENTS

F-

: A

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D

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A

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, A L

17135.00/FAKZ182355

JUNE 2021

DCD

DCD

1/2" = 1'-0"P1.1

1 LIGHTED BARRIER REQUIREMENTS

NOT TO SCALE 1/2" = 1'-0"P1.1

2 BARRICADE OPTION

NOT TO SCALE