RFP Atch 3d(ii) - Bldg 1121 LPS Drawings.pdf

PDF 3 MB Posted

Attached to
Multiple Award Construction Contract (MACC), Moody AFB Federal contract opportunity
Solicitation number
FA483024R0007
Issued by
Department of the Air Force Air Combat Command

About this file

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This document is a set of drawings for the lightning protection system (LPS) for Building 1121 at Moody Air Force Base in Georgia. The drawings include demolition and new installation plans for the LPS, as well as below-grade grounding and details for the catenary wire system and light pole bonding.

The key details include:

  • The existing LPS components to be removed, including overhead ground wires, air terminals, and down-conductors
  • Installation of new copper counterpoise conductor, grounding electrodes, and overhead ground wires with catenary wire system
  • New 2-ft copper air terminals and aluminum air terminals on light poles
  • Bonding of new overhead ground wires, down-conductors, and light poles using appropriate connectors and jumpers
  • Requirements to meet NFPA 780 and UL 96A standards for lightning protection systems

The drawings are part of Attachment 3d(ii) for Solicitation FA483024R0007, a Multiple Award Construction Contract for general construction at Moody AFB and surrounding areas.

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J G le n n G r e g o r y

A s s o c i a t e s

A r c h i t e c t s P

C

QSEU 23-0118, BLDG 1121

MAFB PROJECT

DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

C-1

DRAWING INDEX

C-1 BUILDING 1121 COVER SHEET

E-1 BUILDING 1121 LPS DEMOLITION DRAWING

E-2 BUILDING 1121 LPS ABOVE GRADE PLAN

E-3 BUILDING 1121 LPS BELOW GRADE GROUNDING PLAN

E-4 BUILDING 1121 DETAILS

E-5 BUILDING 1121 DETAILS

BUILDING 1121

RFP FA483024R0007

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MOODY AIR FORCE BASE, GEORGIA

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347 CIVIL ENGINEER SQUADRON

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CHIEF ENGINEER

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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DESIGN FILE NO:

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

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1807 N PATTERSON STREET

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VALDOSTA, GA 31603

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PHONE (229) 249-8833

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FAX (229) 249-9002

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QSEU 23-0118, BLDG 1121

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MAFB PROJECT

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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

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DD & DW

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BUILDING 1121 COVER SHEET

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DH

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(THIS SHEET ONLY)NOTES:

SCALE: NONE

LPS DEMOLITION DRAWING

NORTH

NEW GROUND TEST WELL AND GROUNDING ROD

EXISTING GROUND TEST WELL AND GROUNDING ROD

NEW POLE

EXISTING POLE

EXISTING LIGHT POLE

CATENARY WIRE JUMPER

LEGEND

COUNTERPOISE

GUY WIRE ANCHOR

GROUNDING JUMPER

EXISTING

POLE #4

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POLE #3

EXISTING

POLE #2

EXISTING

POLE #1

EXISTING

POLE #5

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POLE #8

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LIGHT POLE 1

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LIGHT POLE 3

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LIGHT POLE 2

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POLE #7

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POLE #6

1 CONTRACTOR SHALL REMOVE ALL EXISTING OVERHEAD GROUND WIRES.

2 CONTRACTOR SHALL REMOVE ALL AIR TERMINALS AND AIR TERMINALS BASES .

3 CONTRACTOR SHALL DEMO EXISTING DOWN-CONDUCTORS FROM TOP OF EACH POLE DOWN TO

COUNTERPOISE CONDUCTOR.

4 CONTRACTOR SHALL EXCAVATE, CUT, AND REMOVE THE EXISTING COUNTERPOISE CONDUCTOR.

5 CONTRACTOR SHALL DEMO THE EXISTING GROUND RODS AND GROUNDING TEST WELLS.

6 CONTRACTOR SHALL LEAVE THE EXISTING POLES AND GUY WIRES IN PLACE.

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RFP FA483024R0007

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MOODY AIR FORCE BASE, GEORGIA

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347 CIVIL ENGINEER SQUADRON

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DEPARTMENT OF THE AIR FORCE

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DESIGN FILE NO:

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

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1807 N PATTERSON STREET

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VALDOSTA, GA 31603

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PHONE (229) 249-8833

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FAX (229) 249-9002

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QSEU 23-0118, BLDG 1121

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MAFB PROJECT

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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

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DD & DW

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1 THE COMPLETED CATENARY WIRE LIGHTNING PROTECTION SYSTEM INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST ADOPTED VERSION OF THE NFPA'S "STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS" (NFPA 780) INCLUDING CHAPTER 8 (PROTECTION OF STRUCTURES HOUSING EXPLOSIVE MATERIALS), THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL 96A" OF UNDERWRITERS LABORATORIES INC, AND AIR FORCE INSTRUCTION 32-1065 "GROUNDING SYSTEMS". THIRD PARTY CERTIFICATION SHALL BE FURNISHED TO OWNER UPON COMPLETION IF REQUIRED.

2 DESIGN SHOWN IS SCHEMATIC AND INTENDED TO SHOW BASIC SYSTEM DESIGN. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS AND

PROVIDE A SYSTEM THAT COMPLIES WITH CODE REQUIREMENTS.

3 DESIGN SHOWN AND NOTES HEREIN APPLY ONLY TO CATENARY WIRE SYSTEM AND DO NOT INCLUDE THE FIXED STRUCTURE BEING PROTECTED.

4 CONTRACTOR SHALL REMOVE ALL EXISTING OVERHEAD GROUND WIRES, JUMPERS, AND CONNECTORS. EXISTING AIR TERMINALS AND SCREW-IN BASES SHALL REMAIN IN PLACE WHERE PRACTICABLE OR UNLESS DETERIORATED CONDITION OF AIR TERMINAL, BASE, OR FASTENERS WARRANTS REPLACEMENT.

5 INSTALL 2-FT, 1/2-IN DIAMETER COPPER AIR TERMINALS (HARGER 1224CUAT OR SIMILAR) WITH BRONZE SCREW-IN BASES (HARGER CUBU121 OR SIMILAR) ON TOP OF THE NEW LIGHTNING PROTECTION POLES (2) AND ANY EXISTING POLES WITH DETERIORATED AIR TERMINALS OR AIR TERMINAL BASES. AIR TERMINAL BASES

SHALL BE SECURED TO THE POLES USING CORROSION RESISTANT FASTENERS.

6 TO PROTECT LIGHT FIXTURES, INSTALL 2-FT 1/2-IN DIAMETER ALUMINUM AIR TERMINAL (HARGER 1224ALAT OR SIMILAR) ON TOP OF 3-FT, 1-IN OUTER DIAMETER ALUMINUM MAST (CIRCULAR PIPE WITH WALL THICKNESS OF AT LEAST 0.064-IN). USE HARGER PRB-STYLE VERTICAL PIPE MOUNT AIR TERMINAL BASE OR SIMILAR.

SECURE ALUMINUM MASTS AND AIR TERMINALS TO TOPS OF EXISTING LIGHT #1, LIGHT #2, AND LIGHT #3. THE BONDING CONNECTION BETWEEN THE AIR TERMINAL BASE AND LIGHT POLE SHALL BE MADE USING AN APPROPRIATE CLASS II ALUMINUM STRANDED CONDUCTOR, AND ALUMINUM BONDING PLATE HAVING AT LEAST 8 SQ-IN OF BONDING SURFACE AREA (HARGER A217 OR SIMILAR). THE SURFACE OF LIGHT POLES SHALL BE PREPARED PRIOR TO BONDING TO BE FREE OF PAINT, RUST, OR CONTAMINATES. THE BONDING PLATE SHALL BE SECURED TO THE METALLIC LIGHT POLE USING CORROSION-RESISTANT FASTENERS. THE MATING SURFACE SHALL BE PROTECTED FROM ENVIRONMENTAL INTRUSION USING AN APPROPRIATE ADHESIVE OR SEALANT.

7 POLE 3 AND POLE 7 CURRENTLY HAVE ONE PROPERLY SIZED DOWN-CONDUCTOR (CLASS I) AND ONE IMPROPERLY SIZED DOWN-CONDUCTOR. REMOVE THE IMPROPERLY SIZED DOWN-CONDUCTOR ON POLE 3 AND POLE 7. INSTALL A SECOND CLASS I STRANDED COPPER DOWN-CONDUCTOR EXTENDING FROM TOP OF POLE 3 AND POLE 7 TO GROUND LEVEL. NEW DOWN-CONDUCTORS SHALL BE POSITIONED ON OPPOSING SIDES FROM THE EXISTING PROPERLY SIZED DOWN-CONDUCTORS AND SHALL BE SECURED USING MATERIAL-COMPATIBLE CONDUCTOR CLIPS AND CORROSION RESISTANT FASTENERS.

8 ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR DOWNWARD PATH. ALL BENDS IN THE CONDUCTOR SHALL HAVE A RADIUS OF 8" OR GREATER

AND SHALL HAVE AN ANGLE BEND OF 90 DEGREES OR GREATER.

9 ENCLOSE DOWN CONDUCTORS (2 PER POLE) WITHIN SCHEDULE 80 PVC CONDUIT EXTENDING, AT MINIMUM, 6-ft ABOVE GROUND LEVEL.

SECURE PVC CONDUIT TO SUPPORT POLES.

10 BI-METALLIC LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL BE USED TO AVOID GALVANIC CORROSION WHERE APPLICABLE.

REFER TO NFPA 780, ARTICLE 4.3.

11 ALL OVERHEAD GROUND WIRES (CATENARY WIRE SYSTEM) SHALL BE ½-IN OUTER DIAMETER COPPER-CLAD STEEL CONDUCTORS PER

NFPA 780, ARTICLE 4.6.

12 INSTALL NEW OVERHEAD GROUND WIRES BETWEEN POLE #1 AND POLE #2, AND BETWEEN POLE #2 AND POLE #4.

13 INSTALL NEW OVERHEAD GROUND WIRES BETWEEN POLE #5 AND POLE #6, AND BETWEEN POLE #6 AND POLE #8.

14 INSTALL NEW OVERHEAD GROUND WIRE BETWEEN POLE #3 AND POLE #7.

15 INSTALL ½-IN OUTER DIAMETER COPPER-CLAD STEEL JUMPERS BETWEEN NEW OVERHEAD GROUND WIRE BETWEEN POLE #3 AND POLE #7 TO THE NEW OVERHEAD GROUND WIRE BETWEEN POLE #2 AND POLE #4 AND TO THE NEW OVERHEAD GROUND WIRE BETWEEN POLE #6 AND POLE #8. CABLE CONNECTIONS SHOULD BE MADE BETWEEN THE NEW JUMPERS AND NEW OVERHEAD

GROUND WIRES WITH HIGH-COMPRESSION BRONZE CONNECTORS (HARGER B1BC OR SIMILAR).

16 INSTALL ½-IN OUTER DIAMETER COPPER-CLAD STEEL JUMPER BETWEEN LIGHT POLE #1 AND THE NEW OVERHEAD GROUND WIRE BETWEEN POLE #2 AND POLE #4. THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND NEW OVERHEAD GROUND WIRE SHALL BE MADE WITH A HIGH-COMPRESSION BRONZE CONNECTOR (HARGER B1BC OR SIMILAR). THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND LIGHT POLE #1 SHALL BE MADE WITH A BI-METALLIC BONDING PLATE HAVING AT LEAST 8 SQ-IN OF BONDING SURFACE AREA (HARGER BMBP OR SIMILAR). THE SURFACE OF LIGHT POLE #1 SHALL BE PREPARED PRIOR TO BONDING TO BE FREE OF PAINT, RUST, OR CONTAMINATES. THE BONDING PLATE SHALL BE SECURED TO THE METALLIC LIGHT POLE USING CORROSION-RESISTANT FASTENERS. THE MATING SURFACE SHALL BE PROTECTED FROM ENVIRONMENTAL INTRUSION USING AN

APPROPRIATE ADHESIVE OR SEALANT.

17 INSTALL ½-IN OUTER DIAMETER COPPER-CLAD STEEL JUMPER BETWEEN LIGHT POLE #2 AND THE NEW OVERHEAD GROUND WIRE BETWEEN POLE #6 AND POLE #8. THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND NEW OVERHEAD GROUND WIRE SHALL BE MADE WITH A HIGH-COMPRESSION BRONZE CONNECTOR (HARGER B1BC OR SIMILAR). THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND LIGHT POLE #2 SHALL BE MADE WITH A BI-METALLIC BONDING PLATE HAVING AT LEAST 8 SQ-IN OF BONDING SURFACE AREA (HARGER BMBP OR SIMILAR). THE SURFACE OF LIGHT POLE #2 SHALL BE PREPARED PRIOR TO BONDING TO BE FREE OF PAINT, RUST, OR CONTAMINATES. THE BONDING PLATE SHALL BE SECURED TO THE METALLIC LIGHT POLE USING CORROSION-RESISTANT FASTENERS. THE MATING SURFACE SHALL BE PROTECTED FROM ENVIRONMENTAL INTRUSION USING AN

APPROPRIATE ADHESIVE OR SEALANT.

18 INSTALL ½-IN OUTER DIAMETER COPPER-CLAD STEEL JUMPER BETWEEN LIGHT POLE #3 AND THE NEW OVERHEAD GROUND WIRE BETWEEN POLE #5 AND POLE #6. THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND NEW OVERHEAD GROUND WIRE SHALL BE MADE WITH A HIGH-COMPRESSION BRONZE CONNECTOR (HARGER B1BC OR SIMILAR). THE BONDING CONNECTION BETWEEN THE NEW JUMPER AND LIGHT POLE #3 SHALL BE MADE WITH A BI-METALLIC BONDING PLATE HAVING AT LEAST 8 SQ-IN OF BONDING SURFACE AREA. THE SURFACE OF LIGHT POLE #3 SHALL BE PREPARED PRIOR TO BONDING TO BE FREE OF PAINT, RUST, OR CONTAMINATES. THE BONDING PLATE SHALL BE SECURED TO THE METALLIC LIGHT POLE USING CORROSION-RESISTANT FASTENERS. THE MATING SURFACE SHALL BE PROTECTED FROM ENVIRONMENTAL INTRUSION USING AN APPROPRIATE ADHESIVE OR SEALANT.

19 FOR EACH OVERHEAD GROUND WIRE, TERMINATE END A IN STAINLESS STEEL OPEN SOCKET SWAGE FITTING (ESCO HOLERITE 4179732 OR SIMILAR). FASTEN END A TO EXISTING MECHANICAL EYE BOLT AT WOODEN LIGHTNING PROTECTION POLE TOP USING CLEVIS PIN.

20 FOR EACH OVERHEAD GROUND WIRE, TERMINATE END B IN STAINLESS STEEL CLOSED SOCKET SWAGE FITTING (ESCO HOLERITE 5111839 OR SIMILAR). CONNECT TO STAINLESS STEEL TURNBUCKLE VIA CLEVIS PIN. CONNECT OPPOSITE SIDE OF TURNBUCKLE TO EXISTING MECHANICAL EYE BOLT AT WOODEN LIGHTNING PROTECTION POLE TOP USING CLEVIS PIN. TIGHTEN TURNBUCKLE UNTIL

REQUIRED 3-FT SAG IS ACHIEVED.

21 BOND OVERHEAD GROUND WIRES AT LIGHTNING PROTECTION POLE WITH A ½-IN OUTER DIAMETER COPPER-CLAD STEEL CONDUCTOR JUMPER. SECURE TO OVERHEAD GROUND WIRES WITH HIGH-COMPRESSION BRONZE CONNECTORS (HARGER CUBU121 OR SIMILAR) AND

SECURE TO AIR TERMINAL CABLE CLAMP BASE (HARGER CUBU121 OR SIMILAR).

22 BOND EACH OVERHEAD GROUND WIRE AT LIGHTNING PROTECTION POLE TO EXISTING DOWN-CONDUCTORS (TWO PER POLE ON OPPOSING SIDES) USING ½-IN OUTER DIAMETER COPPER-CLAD STEEL CONDUCTOR JUMPER. BOND EACH JUMPER TO OVERHEAD GROUND WIRE AND DOWN-CONDUCTOR WITH HIGH-COMPRESSION BRONZE CONNECTORS (HARGER B1BC OR SIMILAR).

23 BOND COPPER OVERHEAD GROUND WIRES TO GALVANIZED STEEL GUY WIRES USING APPROPRIATE BI-METALLIC BONDING

CONNECTORS (HARGER TBCTC OR SIMILAR) PER ARTICLE 4.6.4.5.

EXISTING

POLE #1

END A

EXISITNG

POLE #2

END B

EXISTING

POLE #3

END B EXISTING

POLE #4

END A

EXISTING

POLE #5

END A

EXISTING

POLE #6

END B

EXISTING

POLE #8

END A

EXISTING

POLE #7

END A

SEE DETAILS G,N

SEE DETAILS G,N

SEE DETAILS F,N

SEE DETAILS G,N

SEE DETAIL G

SEE DETAILS F,N

EXISTING

LIGHT POLE #1

EXISTING

LIGHT POLE #2EXISTING

LIGHT POLE #3

(THIS SHEET ONLY)NOTES:

SCALE: 1

8" = 1'-0"

BUILDING 1121 LPS ABOVE GRADE PLANNORTH

SEE DETAIL G

SEE DETAILS G,N

WOODEN POLE 40.17-FT AFG

WOODEN POLE 49.8-FT AFG

WOODEN POLE 44.1-FT AFG

WOODEN POLE 30.3-FT AFG

WOODEN POLE 29.7-FT AFG

WOODEN POLE 44.1-FT AFG

WOODEN POLE 40.2-FT AFG

WOODEN POLE 49.4-FT AFG1211

15 16

NEW GROUND TEST WELL AND GROUNDING ROD

EXISTING GROUND TEST WELL AND GROUNDING ROD

NEW POLE

EXISTING POLE

EXISTING LIGHT POLE

CATENARY WIRE JUMPER

LEGEND

COUNTERPOISE

GUY WIRE ANCHOR

GROUNDING JUMPER

109' - 5"

110' - 0" 107' - 0"

110' - 8"

24' - 6"

88' - 0"

119' - 4"

28' - 4" 83'-10"

J G le n n G r e g o r y

A s s o c i a t e s

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RFP FA483024R0007

Attachment 3d(ii)

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MOODY AIR FORCE BASE, GEORGIA

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347 CIVIL ENGINEER SQUADRON

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CHIEF ENGINEER

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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DESIGN FILE NO:

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

AutoCAD SHX Text E-MAIL jggarch @bellsouth.net

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1807 N PATTERSON STREET

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VALDOSTA, GA 31603

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PHONE (229) 249-8833

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FAX (229) 249-9002

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QSEU 23-0118, BLDG 1121

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MAFB PROJECT

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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

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DD & DW

AutoCAD SHX Text 3/26/2024

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BUILDING 1121 LPS ABOVE GRADE PLAN

AutoCAD SHX Text 2/09/2024

AutoCAD SHX Text 3/26/2024

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DH

AutoCAD SHX Text 5/02/2024

LIGHT POLE

LIGHT POLE

CLASS II, STRANDED COPPER (MINIMUM)

1 THE COMPLETED LIGHTNING PROTECTION SYSTEM INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST ADOPTED VERSION OF THE NFPA'S "STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS" (NFPA 780) INCLUDING CHAPTER 8 (PROTECTION OF STRUCTURES HOUSING EXPLOSIVE MATERIALS), THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL 96A" OF UNDERWRITERS LABORATORIES INC, AND AIR FORCE INSTRUCTION 32-1065 "GROUNDING SYSTEMS". THIRD

PARTY CERTIFICATION SHALL BE FURNISHED TO OWNER UPON COMPLETION.

2 DESIGN SHOWN IS SCHEMATIC AND INTENDED TO SHOW BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS AND PROVIDE SYSTEM THAT COMPLIES WITH CODE REQUIREMENTS.

3 EXCAVATE AND REMOVE THE EXISTING COUNTERPOISE CONDUCTOR BASED ON MARKINGS PROVIDED BY

MOODY AFB. CUT THE EXISTING COUNTERPOISE CONDUCTOR WHERE IT IS BONDED TO THE

DOWN-CONDUCTORS AT EACH EXISTING LIGHTNING PROTECTION SYSTEM POLE.

4 NOT USED.

5 INSTALL NEW 3/4-IN X 10-FT COPPER GROUNDING ELECTRODES AND GROUNDING TEST WELLS. WHERE LIGHTNING PROTECTION POLES ARE PLACED IN VEHICLE TRAFFIC AREAS, VEHICLE-RATED GROUNDING TEST

WELLS SHALL BE UTILIZED.

6 INSTALL NEW CLASS II COPPER COUNTERPOISE CONDUCTOR ACCORDING TO PATH DEFINED IN DRAWING.

THE COUNTERPOISE CONDUCTOR SHALL BE BURIED A MINIMUM OF 18-IN BELOW GRADE PER ARTICLE 4.13.4.1.

7 ALL BENDS IN THE COUNTERPOISE CONDUCTOR SHALL HAVE A RADIUS OF 8" OR GREATER AND SHALL HAVE

AN ANGLE BEND OF 90 DEGREES OR GREATER.

8 BOND COUNTERPOISE CONDUCTOR TO GROUNDING ELECTRODE AT EACH LIGHTNING PROTECTION SYSTEM

POLE (8) VIA EXOTHERMIC WELDING.

9 BOND COUNTERPOISE CONDUCTOR TO EACH LIGHT POLE GROUND ELECTRODE (3) VIA

EXOTHERMIC WELDING.

10 AT EACH LIGHTNING PROTECTION SYSTEM POLE (8), BOND DOWN-CONDUCTORS (2) TO

COUNTERPOISE AND/OR GROUNDING ELECTRODE VIA EXOTHERMIC WELDING.

11 AT EACH LIGHTNING PROTECTION SYSTEM POLE WHERE A GUY WIRE IS INSTALLED (POLES #1, #4, #5, AND #8), BOND EACH GUY WIRE ANCHOR TO THE COUNTERPOISE USING CLASS II COPPER

JUMPER VIA EXOTHERMIC WELDING.

12 CONTRACTOR SHALL BACKFILL AND COMPACT SOIL IN TRENCH WHERE NEW COUNTERPOISE

CONDUCTOR WAS INSTALLED. WHERE REQUIRED, CONTRACTOR SHALL REPAIR/PATCH

ASPHALT/CONCRETE SURFACES TO PRE-EXCAVATION CONDITION.

(THIS SHEET ONLY)NOTES:

SCALE:

BUILDING 1121 LPS BELOW GRADE GROUNDING PLANNORTH

COUNTERPOISE

SEE DETAIL A, D, E

SEE DETAIL A, D, E

SEE DETAIL A

SEE DETAIL A, D, E

SEE DETAIL A, D, E

SEE DETAIL A

SEE DETAIL A

SEE DETAIL A

8" = 1'-0"

EXISTING

POLE #1

EXISTING

POLE #2

EXISTING

POLE #3

EXISTING

POLE #4

EXISTING

POLE #5

EXISTING

POLE #6

EXISTING

POLE #8

EXISTING

POLE #7

LIGHT #1

LIGHT #2

LIGHT #3

85 10 11

87 10 11

763 12

763 12

85 10 763 12 763 12

763 12 1085 11

763 12

85 10

763 12

763 12

85 10

763 12

85 1110

763 12

NEW GROUND TEST WELL AND GROUNDING ROD

EXISTING GROUND TEST WELL AND GROUNDING ROD

NEW POLE

EXISTING POLE

EXISTING LIGHT POLE

CATENARY WIRE JUMPER

LEGEND

COUNTERPOISE

GUY WIRE ANCHOR

GROUNDING JUMPER

109' - 5"

110' - 0" 107' - 0"

110' - 8"

24' - 6"

88' - 0"

119' - 4"

28' - 4" 83'-10"

LIGHT POLE

SEE DETAIL A

85 10

J G le n n G r e g o r y

A s s o c i a t e s

A r c h i t e c t s P

C

E-3

RFP FA483024R0007

Attachment 3d(ii)

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MOODY AIR FORCE BASE, GEORGIA

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347 CIVIL ENGINEER SQUADRON

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CHIEF ENGINEER

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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DESIGN FILE NO:

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

AutoCAD SHX Text E-MAIL jggarch @bellsouth.net

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1807 N PATTERSON STREET

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VALDOSTA, GA 31603

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PHONE (229) 249-8833

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FAX (229) 249-9002

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QSEU 23-0118, BLDG 1121

AutoCAD SHX Text

MAFB PROJECT

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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

AutoCAD SHX Text

DD & DW

AutoCAD SHX Text 3/26/2024

AutoCAD SHX Text Approved

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BUILDING 1121LPS BELOW GRADE GROUNDING PLAN

AutoCAD SHX Text 2/09/2024

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DH

AutoCAD SHX Text 5/02/2024

800-842-7437

HARGER

GROUND

HARGER PT-STYLE ULTRAWELD

CONNECTION (OR SIMILAR)

CLASS I COPPER

DOWN-CONDUCTOR 3/4", 10-FT COPPER

GROUNDING ELECTRODE

CLASS II COPPER COUNTERPOISE

CONDUCTOR

HARGER GO-STYLE ULTRAWELD

CONNECTION (OR SIMILAR)

CLASS I COPPER

DOWN-CONDUCTOR

SCALE: NONE

GROUND ROD (NON-VEHICLE) DETAIL A

HARGER GAW910

(OR SIMILAR) HARGER RT-STYLE

ULTRAWELD CONNECTION

(OR SIMILAR)

TO GUY WIRE

ANCHOR CLASS II COPPER JUMPER

CLASS II COPPER

COUNTERPOISE

SCALE: NONE

BONDING TO COUNTERPOISE DETAIL D

HARGER RT-STYLE

ULTRAWELD CONNECTION

(OR SIMILAR)

TO COUNTERPOISE

CLASS II COPPER JUMPER

GALVANIZED GUY

WIRE CABLE

HLPUL

50H2

CLASS I STRANDED COPPER

DOWN-CONDUCTOR

CLASS II COPPER JUMPEROPEN SOCKET SWAGE

FITTING

CLASS II COPPER JUMPER

EXISTING EYE BOLTS

BRONZE AIR TERMINAL BASE

FOR 1/2" COPPER AIR TERMINAL

(SECURE TO TOP OF POLE WITH

SS FASTENERS). HARGER

CUBU12I (OR SIMILAR)

CLASS II COPPER JUMPER

TO CATENARY WIRE

1/2" DIAMETER, 24" LENGTH SLOWLY

TAPERED COPPER AIR TERMINAL.

HARGER 1224CUAT (OR SIMILAR)

HARGER B1BC

(OR SIMILAR)

SEE DETAIL F-2

SEE DETAIL F-1

SEE DETAIL F-1SEE DETAIL F-3

SEE DETAIL F-3

STAINLESS STEEL TENSIONING

TURN BUCKLE

OPEN SOCKET SWAGE FITTING (ESCO

HOLERITE 5111839 OR SIMILAR)

SCALE: NONE

AIR TERMINAL (TOP OF POLE, MID-SPAN END 'B' ) DETAIL F

SCALE: NONE

DETAIL F-3

SCALE: NONE

DETAIL F-1

SCALE: NONE

DETAIL F-2

HLPUL

50H2

BRONZE AIR TERMINAL BASE

FOR 1/2" COPPER AIR TERMINAL

(SECURE TO TOP OF POLE WITH

SS FASTENERS). HARGER

CUBU12I (OR SIMILAR)

CLASS II COPPER JUMPER

TO CATENARY WIRE

1/2" DIAMETER, 24" LENGTH

SLOWLY TAPERED COPPER

AIR TERMINAL. HARGER

1224CUAT (OR SIMILAR)

HARGER B1BC

(OR SIMILAR)

CLASS I STRANDED COPPER

DOWN-CONDUCTOR

EXISTING EYE BOLTS

CLASS II COPPER

OVERHEAD GROUND WIRE

CLASS II STRANDED COPPER JUMPER

BONDED TO DOWN CONDUCTOR

STAINLESS STEEL TENSIONING TURN BUCKLE

CLOSED SOCKET SWAGE FITTING

(ESCO HOLERITE 5111839 OR SIMILAR)

SCALE: NONE

DETAIL G-1

SCALE: NONE

DETAIL G-3

SCALE: NONE

DETAIL G-2

SEE DETAIL G-2

SEE DETAIL G-3

SEE DETAIL G-1

2-FT COPPER AIR TERMINAL

GALVANIZED STEEL GUY WIRECLASS I STRANDED COPPER

DOWN-CONDUCTOR

CLASS I STRANDED COPPER JUMPER

FROM DOWN-CONDUCTOR TO GUY WIRE

HLPUL

50H2

HARGER TBCTC (OR SIMILAR,

GALVANIZED GUY WIRE STEEL

TO COPPER)

HARGER B1BC (OR

SIMILAR)

SEE DETAIL J-2SEE DETAIL J-1

HLPUL

50H2

SCALE: NONE

GUY WIRE BONDING TO POLE TOP DETAIL J

SCALE: NONE

DETAIL J-1

SCALE: NONE

DETAIL J-2

GUY WIRE GROUNDING JUMPER

SCALE: NONE

BONDING TO GUY WIRE DETAIL E

GUY WIRE GROUNDING JUMPER

SCALE: NONE

AIR TERMINAL (TOP OF POLE, END 'A' ) DETAIL G

SCALE: NONE

TYPICAL ASPHALT PAVEMENT REPAIR

24" MIN.

12"12"

SAWCUT VERTICAL SURFACE

EXISTING PAVEMENT

CONCRETE SLAB CONFORMING TO ASTM C-94

WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

NOTE: IN PARKING LOTS 6" CRUSHER RUN AGGREGATE

BASE, COMPACTED TO 100% CE55 MAX. DENSITY

ACCORDING TO MIL-STD-621A, MAY BE SUBSTITUTED

FOR CONCRETE SLAB.

2" THICK TYPE F HOT MIX ASPHALT

WEARING COURSE GA. DOT STANDARD

SPECIFICATIONS SECTION 400

TACK COAT ALL SIDES CONFORMING

TO GA. DOT STANDARD SPECIFICATIONS

SECTION 413

APPROVED BACKFILL COMPACTED IN MAX.

6" THICK LAYERS TO 95% TO MIL-STD-621A

SCALE: NONE

TYPICAL CONCRETE REPAIR

3/4"

1/2"

1/8"

12" 12" 24"

MIN.

SAWCUT VERTICAL SURFACE OR REMOVE

TO NEXT EXISTING JOINT (TYP)

JOINT SEALER CONFORMING TO GA. DOT

STANDARD SPECIFICATIONS SECTION 833.02

TYPICAL BETWEEN ALL EXISTING AND NEW

CONCRETE

CONCRETE PAVEMENT CONFORMING

TO ASTM C-94 WITH 4000 PSI COMPRESSIVE

STRENGTH AT 28 DAYS TO MATCH

EXISTING GRADE. THICKNESS SHALL BE 6".

EXISTING PAVEMENT THICKNESS

VARIES FROM 6" TO 18"

APPROVED BACKFILL COMPACTED

IN MAX. 6" THICK LAYERS TO 95%

CESS MAX. DENSITY ACCORDING

TO MIL-STD-621A.

J G le n n G r e g o r y

A s s o c i a t e s

A r c h i t e c t s P

C

E-4

RFP FA483024R0007

Attachment 3d(ii)

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MOODY AIR FORCE BASE, GEORGIA

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347 CIVIL ENGINEER SQUADRON

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CHIEF ENGINEER

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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DESIGN FILE NO:

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

AutoCAD SHX Text E-MAIL jggarch @bellsouth.net

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1807 N PATTERSON STREET

AutoCAD SHX Text

VALDOSTA, GA 31603

AutoCAD SHX Text

PHONE (229) 249-8833

AutoCAD SHX Text

FAX (229) 249-9002

AutoCAD SHX Text

QSEU 23-0118, BLDG 1121

AutoCAD SHX Text

MAFB PROJECT

AutoCAD SHX Text

DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

AutoCAD SHX Text

DD & DW

AutoCAD SHX Text 3/26/2024

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

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AutoCAD SHX Text Symbol

AutoCAD SHX Text Approved

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FINAL SUBMITTAL

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100 % SUBMITTAL

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35 % SUBMITTAL

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100 %%% REVISED SUBMITTAL

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BUILDING 1121DETAILS

AutoCAD SHX Text 2/09/2024

AutoCAD SHX Text 3/26/2024

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DH

AutoCAD SHX Text 5/02/2024

1/2", DIAMETER, 24" LENGTH SLOWLY

TAPERED ALUMINUM AIR TERMINAL.

HARGER 1224ALAT (OR SIMILAR)

HARGER PRB-STYLE ALUMINUM PIPE

AIR TERMINAL BASE (OR SIMILAR)

ALUMINUM CLASS II CONDUCTOR

3-FT, 1" OD ALUMINUM

PIPE WITH WALL

THICKNESS OF AT LEAST

0.064"

LU

HL

P

H2

SEE DETAIL N-1

2' ALUMINUM AIR TERMINAL

3' 1-IN OD ALUMINUM MAST

8 SQ-IN ALUMINUM

BONDING PLATE.

HARGER A217 (OR

SIMILAR)

SEE DETAIL N-2

SCALE: NONE

LIGHT POLE AERIAL DETAIL N

SCALE: NONE

DETAIL N-1

SCALE: NONE

DETAIL N-2

HARGER BMBP (OR

SIMILAR)

OVERHEAD GROUND

WIRE

OVERHEAD GROUND

WIRE

HARGER B1BC (OR

SIMILAR)

HLPUL

50H2

CLASS II COPPER

JUMPER

SCALE: NONE

LIGHT POLE BONDING DETAIL Q

J G le n n G r e g o r y

A s s o c i a t e s

A r c h i t e c t s P

C

E-5

RFP FA483024R0007

Attachment 3d(ii)

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MOODY AIR FORCE BASE, GEORGIA

AutoCAD SHX Text

347 CIVIL ENGINEER SQUADRON

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CHK BY:

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DWN BY:

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REVIEWED BY:

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SUBMITTED BY:

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CHIEF ENGINEER

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DEPARTMENT OF THE AIR FORCE

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MEMBER AMERICAN INSTITUTE OF ARCHITECTS

AutoCAD SHX Text E-MAIL jggarch @bellsouth.net

AutoCAD SHX Text

1807 N PATTERSON STREET

AutoCAD SHX Text

VALDOSTA, GA 31603

AutoCAD SHX Text

PHONE (229) 249-8833

AutoCAD SHX Text

FAX (229) 249-9002

AutoCAD SHX Text

QSEU 23-0118, BLDG 1121

AutoCAD SHX Text

MAFB PROJECT

AutoCAD SHX Text

DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC

AutoCAD SHX Text

DD & DW

AutoCAD SHX Text 3/26/2024

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Description

AutoCAD SHX Text Symbol

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Description

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100 % SUBMITTAL

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95 %%% SUBMITTAL

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65 %%% SUBMITTAL

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35 % SUBMITTAL

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RECORD DRAWING

AutoCAD SHX Text

100 %%% REVISED SUBMITTAL

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BUILDING 1121 DETAILS

AutoCAD SHX Text 2/09/2024

AutoCAD SHX Text 3/26/2024

AutoCAD SHX Text

DH

AutoCAD SHX Text 5/02/2024

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