Drawings 621-23-109 Install Lightning Protection and Grounding Systems _Part1.pdf

SEPTEMBER 2022

LOCATION MAP

SCALE: N.T.S.

PERFORM LIGHTNING PROTECTION & GROUND STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161,

162, 200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Department of Veterans Affairs

PROJECT # 621-22-117

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COVER PAGE

G-001

KEY MAP

SCALE: N.T.S.

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1 33CAS

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner U.S. Department of Veterans Affairs

621-22-117

JUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

SEPT. 2022 RL

VHAMOULapoiL Text Box Bid Documents

VHAMOULapoiL Text Box

(DESIGN)

VHAMOULapoiL Text Box

PROJECT # 621-23-109 (CONSTRUCTION)

BLDG 5

BLDG 3

BLDG 8

BLDG 37

BLDG 116

BLDG 36

BLDG 115

BLDG 35

BLDG 108

BLDG 160

BLDG 200

BLDG 204

BLDG 205

BLDG 77

BLDG 201

BLDG 69

BLDG 208

BLDG 161

BLDG 162

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SCALE:

SITE PLAN

NOT TO SCALE G-002

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BLDG 206

(NIC)

SITE PLAN

G-002

CAS

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner U.S. Department of Veterans Affairs

621-22-117

JUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

INDEX TO DRAWINGS

Sheet Sheet Title

GENERAL

1 G-001 COVER PAGE

2 G-002 SITE PLAN

3 G-003 GENERAL NOTES

4 G-004 GENERAL NOTES

ELECTRICAL

5 E-101 BUILDING 3 - LIGHTNING PROTECTION ROOF PLAN

6 E-102 BUILDING 5 - LIGHTNING PROTECTION ROOF PLAN

7 E-103 BUILDING 8 - LIGHTNING PROTECTION ROOF PLAN

8 E-104 BUILDING 35 - LIGHTNING PROTECTION ROOF PLAN

9 E-105 BUILDING 36 - LIGHTNING PROTECTION ROOF PLAN

10 E-106 BUILDING 37 - LIGHTNING PROTECTION ROOF PLAN

11 E-107 BUILDING 108 - LIGHTNING PROTECTION ROOF PLAN

12 E-108 BUILDING 115 - LIGHTNING PROTECTION ROOF PLAN

13 E-109 BUILDING 116 - LIGHTNING PROTECTION ROOF PLAN

14 E-110 BUILDING 160 - LIGHTNING PROTECTION ROOF PLAN

15 E-111 BUILDING 161 - LIGHTNING PROTECTION ROOF PLAN

16 E-112 BUILDING 162 - LIGHTNING PROTECTION ROOF PLAN

17 E-113 COMPLEX 200 - LIGHTNING PROTECTION ROOF PLAN

18 E-114 BUILDING 69 & 77 - B200 COMPLEX - LIGHTING PROTECTION ROOF PLAN

19 E-115 BUILDING 200 - B200 COMPLEX - LIGHTING PROTECTION ROOF PLAN

20 E-116 BUILDING 204 - B200 COMPLEX - LIGHTING PROTECTION ROOF PLAN

21 E-117 BUILDING 205 - B200 COMPLEX- LIGHTING PROTECTION ROOF PLAN

22 E-118 BUILDING 201 - LIGHTNING PROTECTION ROOF PLAN

23 E-119 BUILDING 208 - LIGHTNING PROTECTION ROOF PLAN

24 E-201 IMAGES

25 E-301 MAIN ELECTRICAL PANEL MAPS (3, 5, & 8)

26 E-302 MAIN ELECTRICAL PANEL MAPS (35, 36, & 37)

27 E-303 MAIN ELECTRICAL PANEL MAPS (108, 115, & 160)

28 E-304 MAIN ELECTRICAL PANEL MAPS (161, 162, & 201)

29 E-305 MAIN ELECTRICAL PANEL MAPS (200 Complex – 69, 77 & 200)

30 E-306 MAIN ELECTRICAL PANEL MAPS (200 Complex – 204 & 205, 208)

31 E-307 MAIN ELETRICAL PANEL MAPS (Interconnection of Buss Bars)

32 E-501 TYPICAL DETAILS

33 E-502 TYPICAL DETAILS

2 33RLSEPT. 2022

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Not in Contract

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner U.S. Department of Veterans Affairs

621-22-117

JUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

GENERAL NOTES

G-003

CAS 3 33

DCS - DOWNCONDUCTORS

* B108 HAS EXISTING LPS ONLY ON 'SECT A' TO BE REMOVED

*2 B37 SERVICE IS OUTSIDE AND REQUIRES A NEMA 3R BOX TO MOUNT THE GROUND BUS BAR IN. MOUNT

THE BOX ON THE SIDE OF THE ELECTRICAL SWITCHGEAR

*3 B116 WILL HAVE A SPD INSTALLED IN A SEPARATE PROJECT.*

*4 SAME PROJECT THAT WILL INSTALL SPD IN B116 WILL ALSO INSTALL A NEW GROUND BUS BAR. NOT KNOWING WHICH PROJECT MAY BE COMPLETED FIRST, CONTRACTOR SHALL PROVIDE A BUS BAR. IF

THERE IS ONE EXISTING, TURN YOURS OVER TO THE COR.

*5 SEVERAL SHORT DONWCONDUCTORS AND GROUND RODS ARE TO BE INSTALLED.

*6 UTILIZE EXISTING DOWNCONDUCTOR CONNECTIONS WHERE AVAILABLE. SOME NEW DOWNCONDUCTOR

CONNECTIONS SHALL BE CREATED PER DRAWINGS.

GENERAL NOTES (ALL SHEETS)

1. SEE “SUMMARY OF WORK” TABLE ABOVE. PROVIDE NEW ALL COPPER LIGHTNING PROTECTION SYSTEM (LPS) FOR EACH BUILDING.

FOR THOSE BUILDINGS WITH EXISTING LPS, ONLY REMOVE THE EXISTING AS THE NEW SYSTEM IS INSTALLED. USE ALL NEW ROOF

ITEMS. NO NEW ROOF PENETRATIONS SHALL BE REQUIRED BY THIS PROJECT.

2. ROUTING OF GROUND GRID SHOWN IS APPROXIMATE WHEN INDICATED AROUND BUILDINGS. FOLLOW THE 3 TO 8 FOOT STANDARD

FROM THE BUILDING WALL AS STATED IN NFPA 780.

a. FOR THOSE BUILDINGS RECEIVING A NEW GROUND GRID WITH EXISTING EXTERNAL DOWN CONDUCTORS, HAND DIG TO A POINT AT LEAST 1 FOOT UNDERGROUND, EXOTHERMAL WELD A CONNECTION TO THE NEW GROUND GRID AND LEAVE EXPOSED (WITH BARRIER) UNTIL THE EXISTING DOWNCONDUCTOR CAN BE REMOVED. WHEN EXISTING DOWNCONDUCTOR IS NO LONGER BEING USED, CUT THE DOWNCONDUCTOR ABOVE THE EXOTHERMAL WELD AND REMOVE. FILL THE HOLE WITH SOIL.

b. FOR THOSE BUILDING RECEIVING A NEW GROUND GRID, THE GROUND GRID SHALL BE INSTALLED BEFORE INSTALLING THE ROOF ITEMS. ROUTE THE DOWN CONDUCTORS TO ROOF AND LEAVE SEVERAL FEET FOR PROPER CONNECTION WHEN THE NEW ROOF CONDUCTORS ARE INSTALLED. AS NEW ROOF CONDUCTORS ARE INSTALLED, CONNECT TO THE NEW DOWN

CONDUCTORS.

3. FOR THOSE BUILDING WITH EXISTING INTERNAL DOWNCONDUCTORS (I.E. TIED TO STRUCTURAL STEEL), REUSE THE EXISTING

DOWNCONDUCTORS (SEE DETAIL 14 AND/OR 15).

4. ROUTING OF CONDUCTOR FROM ONE LEVEL TO ANOTHER AND DOWNCONDUCTORS SHALL BE COURSED IN A DOWNWARD DIRECTION WITHOUT ANY VEERING TO LEFT OR RIGHT WITH SPECIAL ATTENTION TO CORRECT BENDING OF CONDUCTORS FROM

THE ROOF CONDUCTOR TO THE DOWNWARD DIRECTION.

a. FOR THOSE BUILDINGS WITH A PARAPET WITH A SMALL SLOPED ROOF, ROUTE THE DOWNCONDUCTOR THROUGH THE PARAPET.

CUT A SLOT IN THE PARAPET WALL AT LEAST 6 INCHES ABOUT THE ROOF TO ROUTE THE DOWNCONDUCTOR THROUGH THE WALL INTO THE INNER SPACE OF THE PARAPET. USE FIRESTOPPING OR OTHER COMPOUND TO CLOSE THE HOLE AFTER THE DOWNCONDUCTOR IS INSTALLED. ALSO PATCH THE EXIT OF THE DOWNCONDUCTOR FROM THE PARAPET'S BOTTOM

STRUCTURE.

b. ROUTING OF THE ROOF CONDUCTOR DOWN THE WALL FOR DOWNCONDUCTORS SHALL TRANSITION TO 1/0 BARE COPPER WIRE

WITHIN 1 FOOT OF THE TOP OF THE 6 FEET PVC PER DETAIL 3.

c. SOME PENTHOUSES HAVE EXISTING DOWNCONDUCTORS. THESE MAY OR MAY NOT BE INDICATED. CONTRACTOR HAS THE CHOICE TO REUSING THESE EXISTING DOWNCONDUCTORS OR INSTALL NEW EXTERNAL DOWNCONDUCTORS. IF THESE EXISTING DOWNCONDUCTORS ARE NOT USED, DO NOT REMOVE ANY PARAPET OR ROOF CONNECTION (DUE TO PRODUCING A LEAK). BOND THE NON-USED EXISTING ROOF DOWNCONDUCTOR CONNECTION TO THE ROOF CONDUCTORS. CUT THE WIRE UNDER THE ROOF AND REMOVE. PROVIDE AT LEAST TWO ROOF CONDUCTORS FROM THE TOP OF EACH PENTHOUSE AND TIE

INTO ROOF CONDUCTORS AT THE ROOF LEVEL.

d. WHEN ROUTING FROM ONE FLOOR LEVEL TO ANOTHER CONTRACTOR MAY MOVE THE LOCATION INDICATED TO MISS WINDOWS/DOORS. FOR CONDUCTORS ROUTED WITHIN 3 FEET OF A WINDOW/DOOR, ENCLOSE CONDUCTOR IN PVC FROM A

POINT 3 FOOT ABOVE TO 3 FEET BELOW THE WINDOW/DOOR.

e. EXCEPTION: FOR ARCHITECTURAL WINDOWS ON THE SLOPED PARAPET WALLS, ROUTE ROOF CONDUCTOR OVER WALL AND DOWN TO AIR TERMINAL ON THE WINDOW FROM A 30- TO 45-DEGREE ANGLE. BE CAREFUL WITH BEND OVER THE WALL TO MAKE

SURE THAT AN 8 DEGREE BEND IS MAINTAINED.

f. SOME ROUTING OF ROOF CONDUCTORS FROM TOP OF PARAPET TO ROOF TO ROUTE TO MECHANICAL EQUIPMENT OR OTHER PURPOSES MAY NOT BE SPECIFICALLY IDENTIFIED BY NOTE. IT IS TO BE UNDERSTOOD THAT IT IS REQUIRED.

5. LOCATION, PLACEMENT, SIZE AND HEIGHT OF ITEMS ON ROOF SUCH AS, RTU, VENTILATORS, ETC., ARE APPROXIMATE. ASSUME 3% OVER THE NUMBER OF AIR TERMINALS, ROOF CONDUCTOR AND ROOF ATTACHMENT FOR ROOF CONDUCTORS OF THE ITEMS IDENTIFIED (DO NOT INCLUDE AIR TERMINALS AND ROOF CONDUCTORS MOUNTED ON PARAPETS AND ROOF.) THOSE NOT USED IN

CONSTRUCTION WILL BE TURNED OVER TO COR.

a. VENTILATORS ARE SHOWN ALL WITH THE SAME SYMBOL; HOWEVER, VENTILATORS WERE NOTED IN FIELD INVESTIGATION FROM 1-FOOT DIAMETER TO 4-FEET DIAMETER AND FROM 1-FOOT HIGH TO 3-FOOT HIGH. TWO VENTILATORS WITH ROTATING TOPS

WERE IDENTIFIED EVEN HIGHER.

b. TWO TYPES OF VENTILATORS ARE DETAILED. SEE DETAIL 21 & 22.

c. ASSUME 6-FEET OF ROOF CONDUCTOR TO ROUTE AROUND EACH VENTILATOR FOR BIDDING PURPOSES.

d. OTHER VENTILATORS WERE SQUARE IN SHAPE, SOME WITH STACKS AND SOME WITHOUT.

e. VARIOUS ROOF TOP UNITS WERE ALSO IDENTIFIED. SOME BARELY 2 X 2 FOOT, OTHERS OVER 8 FEET HIGH AND 15-FEET LONG.

ONE WAS IDENTIFIED OVER 25-FEET HIGH.

f. CONTRACTOR SHALL TAKE THESE VARIATIONS INTO ACCOUNT IN HIS BID. SITE VISIT TO IDENTIFY SOME OF THESE

DIFFERENCES IS HIGHLY ENCOURAGED.

6. LOCATION OF VARIOUS BONDING OBJECTS ARE APPROXIMATE. ASSUME 3% OVER THE NUMBER OF BONDING ITEMS (INCLUDING ROOF CONDUCTOR, CONNECTORS, STRAPS AND MOUNTING DEVICES) INDICATED TO COVER ANY THAT MAY HAVE BEEN MISSED.

ONLY METAL OBJECTS REQUIRE BONDING (THERE WERE SOME PVC PIPES SEEN.) ANY ITEMS NOT USED FOR ONE BUILDING MAY BE

USED FOR ANOTHER. THOSE NOT USED IN CONSTRUCTION WILL BE TURNED OVER TO COR.

a. PARAPET/VENTILATOR/RTU/STACK HEIGHTS ARE CONSERVATIVE FOR ROLLING BALL TEST. CONTRACTOR SHALL MEASURE FOR

HIS BIDDING/INSTALLATION PURPOSES.

b. AS A RULE, ANY METAL OBJECT ON THE ROOF WITH A THICKNESS GREATER THAN 3/16 INCH AND HIGHER THAN 10-INCHES IN

HEIGHT SHALL BE BONDED.

c. ROUTING OF BONDING CONDUCTORS ARE NOT SHOWN. CONTRACTOR SHALL DETERMINE THE BEST ROUTING. FOR EACH BONDING ITEM (EXCEPT FOR THE LAST ONE ON A LINE) PROVIDE A “TEE” CONNECTOR ON THE ROOF CONDUCTOR USED TO ROUTE TO THE OBJECTS, A SHORT RUN OF ROOF CONDUCTOR AND THE APPROPRIATE CONNECTOR TO EACH OBJECT.

d. CONTRACTOR MAY PLACE A TEE ON VARIOUS ROOF CONDUCTORS AND PROVIDE AN EXTENSION TO PROVIDE BONDING TO

ITEMS.

e. SOME ALUMINUM ITEMS WERE SEEN (IF DETERMINED TO BE ALUMINUM, CONTRACTOR MUST PROVIDE A BIMETALLIC CONNECTOR, A VERY SHORT PIECE OF ALUMINUM ROOF CONDUCTOR AND APPROPRIATE ALUMINUM CONNECTOR TO CONNECT

TO OBJECT.)

f. IDENTIFY THE DIFFERENT TYPES/SIZES OF ROOF DRAINS. PURCHASE AT LEAST 2 OF EACH DIFFERENT TYPE. PREDRILL AND THREAD BEFORE DELIVERY TO PROJECT SITE. USE THESE TO REPLACE THOSE IN THE FIELD AND BRING THEM TO SHOP TO

PREDRILL AND THREAD.

g. FOR B77 (A PART OF THE B200 COMPLEX) ABOUT 5 PLASTIC DRAIN COVERS WERE IDENTIFIED. PURCHASE 5 METAL DRAIN COVERS OF THE SAME SIZE AND CONFIGURATION TO REPLACE THE PLASTIC ONES. PREDRILL AND THREAD FOR BONDING CONNECTION BEFORE PLACING THEM ON ROOF. THEY CAN BE USED AS ROTATING STOCK UNTIL THE BUILDING IS COMPLETE.

7. CONNECTIONS TO DOWNCONDUCTOR AND/OR EXISTING DOWNCONDUCTOR CONNECTIONS AS WELL AS ALL CONNECTIONS TO GROUND RODS AND SPICING/CONNECTING OF GROUND GRID SHALL BE BY EXOTHERMIC WELDS. DUE TO “HOT WORK” REQUIREMENTS, MECHANICAL MEANS OF CONNECTION CAN BE USED TEMPORARY UNTIL THE HOT WORK PERMIT IS ACQUIRED AND THE MECHANICAL MEANS OF CONNECTION IS REPLACED WITH EXOTHERMIC WELD(S). DO NOT COVER UP THE MECHANICAL

CONNECTION DURING WAIT PERIOD.

8. THE NOMINAL NFPA 50-FT STANDARD INTEGRAL SPACING IS NOT USED FOR THIS PROJECT. USE THE ROLLING BALL TABLE

SPACINGS INSTEAD.

9. ROUTE ROOF CONDUCTORS ACROSS ROOF TO CONNECT DOWNCONDUCTORS TOGETHER AT 100-FOOT INTERVALS AS SHOWN ON DRAWINGS. DUE TO ODD SHAPES, ETC. SOME OF THESE ROUTINGS MAY NOT BE APPARENT, BUT THIS ASSISTS IN SPLITTING UP ANY STRIKE TO MORE THAN ONE DOWN CONDUCTOR; ALLOWING THE STRESS OF THE STRIKE TO BE SHARED AMONG MORE DOWNCONDUCTORS. MAKE SURE TO TIE DIRECTLY TO THE NEW OR EXISTING DOWN CONDUCTOR CONNECTIONS ON THE ROOF.

10. CONTRACTOR SHALL PROVIDE SPD'S (SEE “SUMMARY OF WORK” TABLE) AND MOUNT THE SPD AS CLOSE TO THE MAIN

BREAKER/MAIN LUGS AS POSSIBLE (MAY BE ON TOP OF PANEL).

11. PROVIDE A NEW GROUND BUS BAR IN BUILDINGS (SEE “SUMMARY OF WORK” TABLE). CONTRACTOR SHALL DETERMINE THE BEST LOCATION AND SUBMIT A PICTURE/DRAWING TO COR OF THAT LOCATION FOR APPROVAL. LOCATION SHOULD BE WITHIN 3-FEET OF

THE MAIN PANEL/SWITCHBOARD.

a. BUILDINGS RECEIVING A NEW EXTERNAL GROUND GRID (SEE “SUMMARY OF WORK” TABLE.)

(1) AFTER NEW GROUND GRID IS INSTALLED, CONTRACTOR SHALL DISCONNECT THE EXISTING GROUNDING ELECTRODES (ASSUME TWO) FROM THE MAIN PANEL, EXOTHERMIC WELD A COPPER 1/0 COPPER WIRE TO EXTEND EACH TO THE NEW GROUND BUS. PROVIDE A 1/0 COPPER WIRE FROM THE NEW GROUND BUS TO THE MAIN PANEL AND CONNECT TO THE

POINT THAT THE EXISTING GROUNDING ELECTRODE(S) WAS REMOVED.

(2) CONTRACTOR SHALL DETERMINE ROUTE OF NEW 1/0 WIRE FROM GROUND GRID TO NEW GROUND BUS (ABOVE CEILING)

WITH COR'S APPROVAL.

(3) WITHIN ONE FOOT OF 1/0 WIRE ENTRANCE INTO BUILDING DISCONTINUE PVC CONDUIT AND TRANSITION TO RIGID CONDUIT.

A SHOT SECTION (LESS THAN 6 INCHES MAY BE WIRE ONLY TO ALLOW FOR REQUIRED TERMINATIONS (SEE DETAIL 20).

(4) IF RUN OF CABLE IS OVER 250 FEET AND/OR MORE THAN 4(90-DEGREE) BENDS, INSTALL A METAL JUNCTION BOX.

CONTRACTOR MUST ENSURE CONTINUITY OF THE CONDUIT FROM ONE END TO THE OTHER. PROVIDE GROUNDING TYPE TERMINATIONS FOR BOTH END AND OUT CONDUITS. PROVIDE A CONNECTION PER DETAIL 20 FOR EACH LOCKNUT TO BOND CABLE TO CONDUIT. INSTALL COVER WITHOUT CASKETS FOR A GOOD METAL-TO-METAL CONNECTION.

(5) AT THE GROUND BUS BAR, STOP RIGID CONDUIT WITHIN 1-FOOT OF THE BUS BAR. EXTEND CABLE WITH 2-HOLE

CONNECTOR TO BUS BAR.

(6) AT BOTH ENDS OF RIGID CONDUIT, INSTALL DEVICE THAT WILL BOND THE CABLE TO THE END OF THE RIGID CONDUIT PER

DETAIL 20.

b. BUILDINGS RECEIVING NEW GROUND BUS BAR UTILIZING EXISTING DOWNCONDUCTOR CONNECTIONS (SEE “WORK SUMMARY” TABLE): CONTRACTOR SHALL DISCONNECT THE EXISTING GROUNDING ELECTRODES (ASSUME TWO) FROM THE MAIN PANEL, EXOTHERMIC WELD A 1/0 COPPER WIRE TO EACH AND EXTEND TO THE NEW GROUND BUS. PROVIDE FROM THE NEW GROUND BUS A 1/0 COPPER WIRE TO THE MAIN PANEL AND CONNECT TO THE POINT THAT THE EXISTING GROUNDING ELECTRODE(S) WAS

REMOVED.

c. SINCE THERE IS NO NEW EXTERNAL GROUND GRID, THE GROUNDING ELECTRODE WHICH IS CONNECTED TO BUILDING STEEL

AND OTHER ITEMS, IS USED AS THIS CONNECTION.

12. CONTRACTOR SHALL WORK THE INSTALLATION OF THE SPD AND GROUND BUS BAR SIMULTANEOUSLY.

a. NEW EXTERNAL GROUND GRID (SEE “SUMMARY OF WORK” TABLE) AND GROUND BUS BAR MUST BE INSTALLED AND CONNECTED

TO NEW EXTERNAL GROUND GRID BEFORE PROCEEDING WITH INSTALLATION OF ROOF SYSTEM.

b. GROUND BUS BARS FOR BUILDINGS UTILIZING EXISTING DOWNCONDUCTOR CONNECTIONS (SEE “SUMMARY OF WORK” TABLE)

MAY BE INSTALLED AT ANY TIME, EXCEPT FOR CONNECTION TO PANEL.

c. INSTALL SPD IN LOCATION APPROVED, EXCEPT FOR WIRING TO PANEL.

d. ONCE OUTAGE IS APPROVED, WIRE BOTH. OUTAGE WILL PROBABLY BE ON WEEKEND AND FOR A VERY SHORT DURATION (2

HOURS.)

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Conyers, GA 30012 770-483-9592 Art Warner U.S. Department of Veterans Affairs

621-22-117

JUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

GENERAL NOTES

G-004

CAS 4 33

BLDG 3 NOTES (SHEET E-101)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. SAWCUT 10-INCH WIDTH PATH THRU 4 SIDEWALKS, TRENCH FOR GROUND GRID. FILL AND PATCH.

3. DIRECTIONAL BORE UNDER DRIVEWAY ON SOUTH SIDE OF BUILDING TO INSTALL 1/0 BARE COPPER WIRE FOR GROUND GRID.

4. SEE SHEET E-301 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

5. ROUTE GROUND GRID OUT TO STEEL POLE AND GROUND POLE ABOUT GROUND (FOR INSPECTION PURPOSES). POLE IS ~60 FEET

FROM BUILDING.

BLDG 5 NOTES (SHEET E-102)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. SAWCUT 10-INCH WIDTH PATH THRU SIDEWALK, TRENCH FOR GROUND GRID. FILL AND PATCH.

3. DIRECTIONAL BORE UNDER 3 DRIVEWAYS ON SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID.

4. SEE SHEET E-301 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

5. SEE DETAIL 16 & 17 FOR ARRANGEMENT OF HIGH AIR TERMINAL (>10 FEET) NEXT TO ROTATING FAN.

BLDG 8 NOTES (SHEET E-103)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. STOP GROUND GRID ON EACH SIDE OF TUNNEL THAT LEAVES B8 ROUTED TO B77.

3. DIRECTIONAL BORE UNDER DRIVEWAY ON SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID.

4. DIRECTIONAL BORE UNDER CONCRETE ON NORTH OF BUILDING. PLACE GROUND RODS IN THE CONCRETE AREA NORTH AND EAST

OF BUILDING AS SHOWN. PATCH CONCRETE AS REQUIRED.

5. SEE SHEET E-301 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

6. ROUTE ROOF CONDUCTOR FOR PERIMETER OF BUILDING AROUND BACKSIDE OF PENTHOUSE.

BLDG 35 NOTES (SHEET E-104)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. DIRECTIONAL BORE UNDER CONCRETE ON SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID. IT MAY BE NECESSARY TO DIRECTIONAL BORE UNDER PAVEMENT AND CONCRETE ON THE SOUTH SIDE OF BUILDING TO PROVIDE THE LEAST

PATCHING OF PAVEMENT.

3. SAWCUT EDGE OF PAVEMENT FOR LAYING THE 1/0 GROUND GRID. FILL TRENCH. IF SAW CUT IS LESS THAN 1 FOOT INTO EXISTING

PAYMENT, LEAVE AS IS. IF SAW CUT IS GREATER THAN 1 FOOT IN WIDTH, PATCH.

4. MOUNT AIR TERMINALS FOR SLANTED ROOF AT PEAK ON THE TWO ORNAMENTAL ELEMENTS. AIR TERMINAL SHALL BE MOUNTED

WITH AT LEAST 18 INCHES ABOVE HIGHEST POINT.

5. SEE SHEET E302 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

BLDG 36 NOTES (SHEET E105)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. DIRECTIONAL BORE UNDER CONCRETE ON EAST AND WEST SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID.

3. ROUTE GROUND GRID A DISTANCE FROM BUILDING TO AVOID CONCRETE ON NORTH SIDE OF BUILDING.

4. MOUNT AIR TERMINAL ON ORNAMENTAL ELEMENT AT WEST SIDE OF BUILDING. AIR TERMINAL SHALL BE MOUNTED WITH AT LEAST 18

INCHES ABOVE HIGHEST POINT.

5. SEE SHEET E-302 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

6. SEE DETAIL 13 FOR ROUTING ROOF CONDUCTOR IN FREE AIR.

7. ROUTE GROUND GRID AWAY FROM BUILDING TO AVOID BUSHES IN THIS AREA.

8. SAWCUT 10-INCH WIDTH PATH THROUGH CONCRETE TO LAY 1/0 BARE COPPER WIRE. FILL AND PATCH.

BLDG 37 NOTES (SHEET E-106)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. DIRECTIONAL BORE UNDER CONCRETE ON WEST, EAST, NORTH & SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR

GROUND GRID.

3. ADD AIR TERMINALS ON PORCH ON WEST SIDE OF BUILDING.

4. ROUTE DOWNCONDUCTOR FOR PORCH HORIZONTALLY ALONG WALL TO DOWNCONDUCTOR ON EACH SIDE OF BUILDING.

5. SEE DETAIL 13 FOR ROUTING ROOF CONDUCTOR IN FREE AIR.

6. SEE SHEET E-302 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

7. ROUTE DOWNCONDUCTOR FOR THE ARCHITECTURAL WINDOWS OVER, DOWN AND UNDER THE SLOPED PARAPET WALL AND ATTACH

TO THE OTHER DOWNCONDUCTOR. DO NOT CREATE NEW ROOF PENETRATIONS.

8. SEE DETAIL 16 & 17 FOR ARRANGEMENT OF HIGH AIR TERMINAL (>4 FEET) NEXT TO ROTATING FAN.

BLDG 108 NOTES (SHEET E-107)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. DIRECTIONAL BORE UNDER CONCRETE ON SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID.

3. SAWCUT 10-INCH WIDTH PATH THRU 4 SIDEWALKS, TRENCH FOR GROUND GRID. FILL AND PATCH.

4. SEE SHEET E-303 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

5. FOR 'SECT C' OF THE ROOF, LAY DOWN ½ INCH PLYWOOD TO PROVIDE WALKING SURFACE. ROOF IS WEAK, AND NO STEP SHOULD

BE TAKEN ON THE ROOF WITHOUT PLYWOOD SUPPORT.

6. ROUTE DOWNCONDUCTOR DC8 FROM AIR TERMINAL L7 TO L9 TO GROUND GRID.

7. PROVIDE STRAP TO BOND TO EXHAUST PIPES. DO NOT DRILL OR EXOTHERMIC WELD TO THESE PIPES. DUE TO RUST, SAND PIPE

FOR A GOOD CONNECTION.

BLDG 115 NOTES (SHEET E-108)

1. SEE GENERAL NOTES.

BLDG 116 NOTES (SHEET E-109)

1. SEE GENERAL NOTES.

BLDG 160 NOTES (SHEET E-110)

1. ROUTE ROOF CONDUCTOR UP/DOWN FROM ONE LEVEL TO THE NEXT. SEE GENERAL NOTE 4.

2. COVERED BRIDGE IS BEING ADDED AS THIS DESIGN WAS OCCURRING. ROUTE ROOF CONDUCTOR FROM NEAREST AIR TERMINAL UP AND OVER COVERED BRIDGE. USE CROSS CONNECTOR TO TIE THE EXISTING TWO RUNS OF AIR TERMINALS ON COVERED BRIDGE TO ROOF CONDUCTOR. ROUTE ROOF CONDUCTOR DOWN ON THE OTHER SIDE TO NEAREST AIR TERMINAL.

BLDG 161 NOTES (SHEET E-111)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. FROM 1 FOOT FROM WALL, ROUTE GROUND GRID IN PVC TO WALL AND UP TO A POINT 2 FEET BELOW GRADE ON EAST SIDE. CORE DRILL THRU WALL AND ROUTE PVC WITH GROUND GRID THROUGH WALL. PATCH AROUND HOLE. CORE DRILL THRU WALL ON NORTH

SIDE OF WALL AT THE WEST AND EAST END OF THE BUILDING.

3. CORE DRILL THRU WALL AT A POINT 2 FEET BELOW GRADE ON THE WEST SIDE OF THE WALL, ROUTE GROUND GRID IN PVC

THROUGH WALL. PATCH AROUND HOLE.

4. DIRECTIONAL BORE UNDER CONCRETE SIDEWALK/PAVEMENT ON WEST SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR

GROUND GRID.

5. SEE SHEET E-304 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

BLDG 162 NOTES (SHEET E-112)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. SAWCUT 10-INCH WIDTH PATH IN CONCRETE TO LAY 1/0 GROUND GRID ON SOUTH SIDE OF BUILDING AS REQUIRED. FILL AND PATCH.

3. DIRECTIONAL BORE UNDER DRIVEWAY ON WEST SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID.

4. SEE DETAIL 16 & 17 FOR MOUNTING OF HIGH AIR TERMINAL.

--------------------------------------B200 COMPLEX--------------------------------------

BLDG 69 & BLDG 77 NOTES (SHEET E-114)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. SEE DETAIL 16 & 17 FOR MOUNTING OF HIGH AIR TERMINAL TO PROTECT VENTILATOR WITH ROTATING TOP.

3. SEE GENERAL NOTE 6 CONCERNING BONDING OF ITEMS, SPECIFICALLY STATEMENT CONCERNING REPLACEMENT OF PLASTIC ROOF

DRAIN COVERS.

4. SEE DETAIL 9 FOR MOUNTING OF LIGHTNING PROTECTION ITEMS ON STEEL ROOF.

5. SEE DETAIL 13 FOR ROUTING ROOF CONDUCTOR IN FREE AIR.

6. SEE SHEET 307 FOR BONDING OF GROUND BUSSES TOGETHER.

7. PROVIDE NEW DOWNCONDUTOR CONNECTIONS AS INDICATED ON DRAWINGS. THESE NEW DOWNCONDUCTOR CONNECTIONS WILL

BE NUMBERED TO INDICATE THAT THEY ARE NEW (I.E. NUMBER WILL BE LIKE DC22N).

a. USE STUD FINDER TO LOCATE STRUCTURAL STEEL. CUT INTO SIDE OF PARAPET. DO NOT DISRUPT THE EXISTING ROOF

MEMBRANE.

b. EXPOSE THE STEEL. SELECT THE POINT YOU WILL EXOTHERMICALLY WELD TO.

c. PLACE SHEET METAL UNDER THE POINT OF WELDING. MAKE SURE THAT ALL OPENING DOWN INTO THE WALL ARE PROTECTED AGAINST ANY SPARKS. EXOTHERMIC WELD A 1/0 BARE COPPER WIRE TO ONE OF THE STEEL MEMBERS.

d. PROVIDE A PLATE TO COVER OPENING WITH A ¾ INCH PVC THROUGH IT FOR THE BARE COPPER WIRE. CHAULK AROUND

THE PLATE TO PREVENT WATER FROM BEING INTRODUCED INTO THE WALL.

BLDG 200 NOTES (SHEET E-115)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. LOCATE DOWNCONDUCTOR AND GROUND ROD AT POINT AROUND LOWER ROOF TO LESSEN THE NEED TO SAWCUT CONCRETE.

SAWCUT 10-INCH WIDTH PATH THROUGH CONCRETE TO LAY 1/0 BARE COPPER WIRE TO NEW GROUND ROD. FILL AND PATCH.

3. PROVIDE NEW DOWNCONDUTOR CONNECTIONS AS INDICATED ON DRAWINGS. THESE NEW DOWNCONDUCTOR CONNECTIONS WILL

BE NUMBERED TO INDICATE THAT THEY ARE NEW (I.E. NUMBER WILL BE LIKE DC22N).

a. USE STUD FINDER TO LOCATE STRUCTURAL STEEL. CUT INTO SIDE OF PARAPET. DO NOT DISRUPT THE EXISTING ROOF

MEMBRANE.

b. EXPOSE THE STEEL. SELECT THE POINT YOU WILL EXOTHERMICALLY WELD TO.

c. PLACE SHEET METAL UNDER THE POINT OF WELDING. MAKE SURE THAT ALL OPENING DOWN INTO THE WALL ARE PROTECTED AGAINST ANY SPARKS. EXOTHERMIC WELD A 1/0 BARE COPPER WIRE TO ONE OF THE STEEL MEMBERS.

d. PROVIDE A PLATE TO COVER OPENING WITH A ¾ INCH PVC THROUGH IT FOR THE BARE COPPER WIRE. CHAULK AROUND

THE PLATE TO PREVENT WATER FROM BEING INTRODUCED INTO THE WALL.

4. SEE DETAIL 16 FOR MOUNTING OF HIGH AIR TERMINAL IN MIST OF EQUIPMENT.

5. SEE DETAIL 13 FOR ROUTING ROOF CONDUCTOR IN FREE AIR.

6. SEE B204 (E-118) FOR DETAIL ON DOWNCONDUCTOR RUN.

7. SEE SHEET 307 FOR BONDING OF GROUND BUSSES TOGETHER.

BLDG 204 NOTES (SHEET E-116)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. FOLLOW DIRECTIONS ON SIGN FOR HAZARDOUS AREA.

3. SEE SHEET 307 FOR BONDING OF SERVICES TOGETHER.

4. ROUTE DOWNCONDUCTOR FROM B200 LOW ROOF HORIZONTALLY TO DC10B AND BOND TO DOWNCONDUCTOR AT THE SAME

HORIZONTAL LEVEL AS THE LOWER ROOF.

5. PROVIDE NEW DOWNCONDUTOR CONNECTIONS AS INDICATED ON DRAWINGS. THESE NEW DOWNCONDUCTOR CONNECTIONS WILL

BE NUMBERED TO INDICATE THAT THEY ARE NEW (I.E. NUMBER WILL BE LIKE DC22N).

a. USE STUD FINDER TO LOCATE STRUCTURAL STEEL. CUT INTO SIDE OF PARAPET. DO NOT DISRUPT THE EXISTING ROOF

MEMBRANE.

b. EXPOSE THE STEEL. SELECT THE POINT YOU WILL EXOTHERMICALLY WELD TO.

c. PLACE SHEET METAL UNDER THE POINT OF WELDING. MAKE SURE THAT ALL OPENING DOWN INTO THE WALL ARE PROTECTED AGAINST ANY SPARKS. EXOTHERMIC WELD A 1/0 BARE COPPER WIRE TO ONE OF THE STEEL MEMBERS.

d. PROVIDE A PLATE TO COVER OPENING WITH A ¾ INCH PVC THROUGH IT FOR THE BARE COPPER WIRE. CHAULK AROUND

THE PLATE TO PREVENT WATER FROM BEING INTRODUCED INTO THE WALL.

BLDG 205 NOTES (SHEET E-117)

1. ROUTE ROOF CONDUCTOR UP/DOWN WALL. SEE GENERAL NOTE 4.

2. SEE SHEET 307 FOR BONDING OF SERVICES TOGETHER.

3. PROVIDE NEW DOWNCONDUTOR CONNECTIONS AS INDICATED ON DRAWINGS. THESE NEW DOWNCONDUCTOR CONNECTIONS WILL

BE NUMBERED TO INDICATE THAT THEY ARE NEW (I.E. NUMBER WILL BE LIKE DC22N).

a. USE STUD FINDER TO LOCATE STRUCTURAL STEEL. CUT INTO SIDE OF PARAPET. DO NOT DISRUPT THE EXISTING ROOF

MEMBRANE.

b. EXPOSE THE STEEL. SELECT THE POINT YOU WILL EXOTHERMICALLY WELD TO.

c. PLACE SHEET METAL UNDER THE POINT OF WELDING. MAKE SURE THAT ALL OPENING DOWN INTO THE WALL ARE PROTECTED AGAINST ANY SPARKS. EXOTHERMIC WELD A 1/0 BARE COPPER WIRE TO ONE OF THE STEEL MEMBERS.

d. PROVIDE A PLATE TO COVER OPENING WITH A ¾ INCH PVC THROUGH IT FOR THE BARE COPPER WIRE. CHAULK AROUND

THE PLATE TO PREVENT WATER FROM BEING INTRODUCED INTO THE WALL.

-------------------------------------- END OF B200 COMPLEX--------------------------------------

BLDG 201 NOTES (SHEET E-118)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. DIRECTIONAL BORE UNDER CONCRETE ON SOUTH SIDE OF BUILDING TO LAY 1/0 BARE COPPER WIRE FOR GROUND GRID..

3. SAWCUT CONCRETE FOR PLACEMENT OF GROUND ROD AND PATCH.

4. SEE SHEET E-304 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

5. PLACE AIR TERMINALS ON CONDENSING UNIT. ALSO ROUTE A BONDING CONDUCTOR FROM GROUND GRID TO THE BASE OF THE A/C

UNIT AND BOND.

6. ROUTE GROUND GRID UNDER PIPES AT THIS POINT. ROUTE A CONDUCTOR TO A POINT ABOVE GROUND AND BOND TO PIPES (USE

STRAPS).

BLDG 208 NOTES (SHEET E-119)

1. ROUTE ROOF CONDUCTORS FROM ONE LEVEL TO THE NEXT, SEE GENERAL NOTE 4.

2. SAWCUT 10-INCH WIDTH PATH THRU SIDEWALK ON WEST AND SOUTH SIDE OF BUILDING, TRENCH FOR GROUND GRID, FILL AND PATCH WITH CONCRETE. CUT ONLY ONE SIDEWALK, PATCH AND OPEN FOR TRAFFIC BEFORE CUTTING THE OTHERS. DIRECTIONAL

BORING CAN BE USED AS AN OPTION.

3. DIRECTIONAL BORE UNDER CONCRETE ON EAST SIDE OF BUILDING TO INSTALL 1/0 BARE COPPER WIRE FOR GROUND GRID.

4. SEE SHEET E-306 FOR ROUTING OF GROUND GRID TO THE GROUND BUS BAR.

5. ROUTE GROUND GRID OUT TO WATER TANK (~40 FEET). CUT AND PATCH PAYMENT AS REQUIRED. BOND ABOVE GROUND (FOR

INSPECTION PURPOSES.)

6. ROUTE GROUND GRID TO GREEN TANK (~50 FEET). CUT AND PATCH PAVEMENT AS REQUIRED. BOND ABOVE GROUND (FOR

INSPECTION PURPOSES)

7. PROVIDE STRAP TO BOND TO EXHAUST PIPES. DO NOT DRILL OR EXOTHERMIC WELD TO THESE PIPES. DUE TO RUST, SAND PIPE

FOR A GOOD CONNECTION.

RLSEPT. 2022

VHAMOULapoiL Rectangle

VHAMOULapoiL Rectangle

VHAMOULapoiL Rectangle

VHAMOULapoiL Rectangle

VHAMOULapoiL Rectangle

VHAMOULapoiL

T

L27

L28

L33 L35

L40

L41

L48

L49

TR

R

SIDE

WALK

VENTILATOR

EL. = 3'-6"

VENTILATOR

EL. = 3'-6"

SKYLIGHT

EL. = < 1'-0"

R

R

R

R

B4

EL. = 2'-0"

B2

B1

B3

B6

DC2

DC

L

L

L

L

L

L

L8

L7

L9

L10

L11

L12

L13

L1

L1

L1

L1 7L18

L19L20

L21 L22

L23

L24

L25

L26

DC3

DC8

DC5

DC6

L29 L30 L31 L32

L34

L36 L37 L38 L39

L42L43L44L45

L46

L47

L50L51L52L53

D C

D

C

L56

L54 L55

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

SCA

LE:

BUILDING 3 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-101

N

BUILDING 3 - LIGHTNING PROTECTION ROOF

PLAN

E-101

CAS

T/PARAPET

±3'-0"

SCA

LE:

BUILDING 3 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-101

GENERA L NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

NEW GROUND GRID

(SEE GENERA L NOTE 2)

TYP.

5 33

SECT A

SECT B

RLSEPT. 2022

DC2

DC

L

L

L 3 L4 L5

L

L8

L7

L9

L10

L11

L12

L13

L1

L1 5L1

L1 7L18

L1

L20

L21 L22

L23

L24

L25

L26

DC3

DC8

DC5

DC6

L27

L28

L29 L30 L31 L32

L33

L34

L35

L36 L37 L38 L39

L40

L41

L42 L43 L44 L45

L46

L47L48

L49

L50 L51L52 L53

T

T

D C

D C

R

R

R

R

RTU

EL. = 3'-6"

RTU

EL. = 3'-6"

SKYLIGHT

EL. = < 1'-0"

VENTILATOR

EL. = 2'-0"

B7

R

R

B4

L54 L60 L59

L58 B6

B5

B2

B1 B3

L56

L55

ROTATING

VENTILATOR

EL. = 8'-0"

L57

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

SCALE:

BUILDING 5 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-102

N

SCALE:

BUILDING 5 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-102

BUILDING 5 - LIGHTNING PROTECTION ROOF

PLAN

E-102

CAS

T/PARAPET

3'-0"

N

NEW GROUND GRID

(SEE GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

1 TYP.

6 33

SECT A

L2 9L30

L28

L2

L2

L2

L2

L2

L2

L2

L19

L20

L18

L16 L15

L11

L10L9

L8L4

L3L1

L39

L38

L37

L35

L34 L3

L3

L3

L5 L6 L7

L2

L3

L12

L13

L14

L17 L113

L1

L1

L111

DC

DC2

DC4

DC7

DC

L5

L5 6 L57 L5

8 L59 L61L6

L62

L63

L6

L6 5 L6

L67

L68 L69 L7

0 L71 L73L7

L7

L7

L76

L77

L78

L7

L8 0L81L82

L84 L83L85 L8

L87

L8 8L90 L89

L91

L92 L93L95L97 L94

L96

L98

L99

L100

L101

L102

T

T

D C

D

C

DC9

D C

D

C

R

R

R

B1

R

VENTILATOR

EL. = 2'-6"

VENTILATOR

EL. = 2'-6"

VENTILATOR

EL. = 2'-6"

VENTILATOR

EL. = 2'-6"

VENTILATOR

EL. = 2'-6"

R

R

R

R

R

B2

B3

L41 L40

RTU

EL. = 4'-0"

B4 B5 B6 B7 B10 B9

B12 B11

B13

B8

VENTILATOR

EL. = 2'-6"

L42

L4

L4

L45 L46

L47

L51

L52

L53

L54

VENTILATOR

EL. = 2'-6"

L49

L50

D C

2B

DC2A

L48 DOOR,

D1, DSL1,

DSR1,

STEPS

B14

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

SCALE:

BUILDING 8 - LIGHTNING PROTECTION ROOF PLAN

3/32" : 1'-0" E-103

N

SCALE:

BUILDING 8 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-103

BUILDING 8 - LIGHTNING PROTECTION

ROOF PLAN

E-103

CAS

T/PARAPET

±3'-0"

T/PENTHOUSE

±10'-0"

NEW GROUND GRID

(SEE GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

TYP.1

7 33

SECT A

SECT C

L

L

L11

L10

L9

L3

L5

L

L

L22

L27

L25 L2

L42 L4 0L41

R

R

DC3

DC2

DC1

DC6

DC4

DC5

SLOPE SLOPE

L26

L24

L

L

EL. ±2'-0"

EL. ±2'-0"

EL. ±3'-0"STEEL

COLUMN,

B10

STEEL

COLUMN,

B11

STEEL

COLUMN,

B12

STEEL

COLUMN,

B13

STEEL DOOR,

D1, DSL1, DSR1

GROUND

VENTS

GROUND

VENTS

GROUND VENTS

GROUND VENTS

T

TR

EL. ±2'-0"

EL. ±2'-0"

EL. ±2'-0"

B9

EL. ±2'-0"EL. ±2'-0"

L46

L48 L44

L43

L45

L47

B8

B7B6

B4 B2

B5

B1

EL. ±2'-6"

L16

L15

L17

L14

L13 B3

L21 L20

L19

L18

EL. ±2'-0"

Bx

B14

R

L4

L6

L12

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 35 - LIGHTNING PROTECTION ROOF PLAN

E-104

SCALE:SCALE:

BUILDING 35 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-104

N

SCALE:SCALE:

BUILDING 35 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-104

CAS

T/PARAPET

2'-0"

T/HIP

25'-0"

T/PARAPET

3'-0"

1'-0"

NEW GROUND GRID

(SEE GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

T/PARAPET

TYP.1

8 33

SECT C

SECT B

SECT A SECT D

RLSEPT. 2022

VHAMOULapoiL Rectangle

VHAMOULapoiL

NOT IN CONTRACT

GENERATOR

L1 4L13

L5L4

L1

L1

DC3

L1

L2

L3

L9

L8

L7

L10

L6

D C

DC2

DC5

DC

DC6

RAIL,

B3

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

BUILDING 36 - LIGHTNING PROTECTION ROOF

PLAN

E-105

SCALE:SCALE:

BUILDING 36 - LIGHTNING PROTECTION ROOF PLAN

3/8" : 1'-0" E-105

N

SCALE:SCALE:

BUILDING 36 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-105

N

CAS

T/PARAPET

2'-0"

R

R

R

T

T

R

EL. ±8'-0"

EL. ±5'-0"

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

R

NEW GROUND GRID

(SEE GENERAL NOTE 2)

REMOVED BY OTHERS

SHORT CONCRETE WALL

CONCRETE SLAB

6 6

ELECTRIC

SWITCHGEAR

B1

B2

TYP.1

9 33

SECT B

SECT A

L7

L11

L12

L6

L5

L4

L3

L8

L9

L10

L2

L4

L4

L5

L4

L4

L5

L4

L48

L30

L3

L32

L3

L5

L5

L5

L5

L44

EL. ±3'-2"

L45

L46

L47

DC2

DC1

DC3

DC4

DC9

D C

DC6

DC7

D C

DC10

STEEL COVERING,

B11 STEEL COVERING,

B10

D C

2A D

C 1A

L15

L14

L16

L17

L18

ELECTRICAL

SWITCHGEAR

DC9B

DC9B

L61 L62 L63 L64

L68 L67 L66

B23

L65

DC9A

DC7A

DC4A

DC6A

L59L56

L58

B3

L57 B24 B25

B26

B22B21

L19

L60

B1

B4

B2

L34 L35

L20

L1

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 37 - LIGHTNING PROTECTION ROOF PLAN

E-106

SCALE:

BUILDING 37 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-106

N

SCALE:

BUILDING 37 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-106

CAS

T

R

R

R R

R R

T/PARAPET

3'-0"

T/PARAPET

3'-0"

HANDRAIL

HANDRAIL

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

NEW GROUND GRID (SEE

GENERAL NOTE 2)

PENTHOUSE

±3'-0"

T

EL. ±2'-0"

TYP.1

10 33

SECT A SECT B

SECT C

SECT D

SECT E

L2

L2

L2

L23

L24

L4

L7

L2

L3

L5 L6

L9 0 L91

L10

L11

L12 L14L13

L17L16L15

L2

L2

L2

L19

L18

SECT. A

SECT. B

SECT. C

DC1 DC2

DC9

DC

DC7

DC3

DC4

DC6

DC5

HANDRAIL

EL. = 3'-0"

EL. = 2'-0"

EL. = 3'-7"

EL. = 4'-0"

STACK, B1

EL. = 7'-2"

EL. = 4'-0"

EL. = 2'-0"

EL. = 4'-3"

B9

B14

EL. = 6'-1"

EL. = 6'-1"

EL. = 6'-1"

EL. = 2'-5"L69

L64

L44

L45 L43

L42

L68

B37

B12B10

B13B11

B4

L65

L66 L67

L40

L41

B35

B36

B34

B33

B38 B39

B41 B40B32

B16

B15

B18

B17

B19

B20 B6B7

B21

B22

B8

B29

B28

B31

B30 B23

B5

B50

L4

B2 B3

L60 L61

L63 L62

EXHAUST FAN

ROOF OPENING

B27

B25

B26

B24

SECT. D

B51

B52

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 108 - LIGHTNING PROTECTION ROOF

PLAN

E-107

SCALE:

BUILDING 108 - LIGHTNING PROTECTION ROOF PLAN

1/8" : 1'-0" E-107

SCALE:

BUILDING 108 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-107

CAS

T

T

R R

R

R

RR

R

N

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

NEW GROUND GRID (SEE

GENERAL NOTE 2)

TYP.1

11 33

R

RLSEPT. 2022

VHAMOULapoiL Rectangle

VHAMOULapoiL

L3

L6 L7

L8

L4

L5

L10

L9

D C1

DC2

L11

L14

L12

L13

L2

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

BUILDING 115 - LIGHTNING PROTECTION ROOF PLAN

E-108

SCALE:SCALE:

BUILDING 115 - LIGHTNING PROTECTION ROOF PLAN

1/4" : 1'-0" E-108

N

SCALE:SCALE:

BUILDING 115 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-108

12 33CAS

T/PARAPET

2'-3"

EL. = 4'-6"

UTILIZE EXIST. DOWN

CONDUCTOR CONNECTIONS

(SEE GENERAL NOTE 3)

B115

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

B115

N

DC3

DC4

L5

L7L8

L1

DC1 L3

ANTENNA,

B9

PULL BOX,

B5

LIGHT, B13

LIGHT,

B12

FUEL TANK VENT,

B14, B15, B16

EXHAUST PIPE

FUEL TANK VENT,

B17, B18

DC2 L6

L4 L2

CONDUITS,

B19, B20

BRACKET,

B10

B11

PULL BOX,

B6

PULL BOX,

B7

PULL BOX,

B8

B3

B2

B1

B4

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 116 - LIGHTNING PROTECTION ROOF

PLAN

E-109

SCALE:SCALE:

BUILDING 116 - LIGHTNING PROTECTION ROOF PLAN

1/4" : 1'-0" E-109

CAS

SCALE:SCALE:

BUILDING 116 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-109

N

GENERAL NOTES

1. SEE SHEETS G-003 FOR GENERAL AND SPECIAL NOTES RELEVANT TO

THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET ARE SPECIFIC

NOTES TO THIS SHEET.

UTILIZE EXIST. DOWN CONDUCTOR

CONNECTIONS (SEE GENERAL NOTE 3)

B116

13 33

SECT A

RLSEPT. 2022

VHAMOULapoiL Rectangle

VHAMOULapoiL

L3

L1

L3

L24

L31

L116

L44

L43

L60

L45 L4

L4

L59

L58 L57 L5

L5 4 L53

L93

L7

L162

L163

L164

L91L48

L61

L5

L28

L27

L26

L25

L3

L5

L8

L9

L10

L11

L15 L95

L1

L14

L4

L6

L52

L50

L9

D C

DC2

DC3

D C

D C

D C

D C

D C

D C

D C

D

C

D C

D C

D

C

D C

D C

DC21

D C

D C

D C

L9

D C

D C24

D C

D C

DC

D C

D C

D C

DC34

D C

D C

D C

D C

L56

B55

L194 L195

L34

L35

L36

L147

L148

L144 L145

L146

L152

L151

L150

L149

L120 L121

L122

L49 L42

L178

L180

L181

L179

L38 L37

L88

L89

L80 L78

L68 L67

L64

L72

L82 L84

L76

L86

L70 L71

L75 L73

L77

L79 L81

L87 L85 L83

L65

L62

L74

L69

L66

L63

L190

L193

L192

L191

D C

A

DC31A

L176 L177

L175L174

L53

L53

L78 L78

L2

L7

L1

L1

L1

L1

L1

L20

D C

L23 D

C

L29

L30

L41 L50

L52

L92

L94

L98

L99

L100

L101

L102

L104

L103

L103A

L102

L103

L104

L105

L106

L112

L113L114

L111

L110

L109

L108

L107

L115

L117

L131 L132 L133 L134 L135 L136 L137 L138

L139

L140

L141

L142 L143

L160

L161

L165L166L167L168L169L170L171L172

EL. = 12'-0"

OVERHANG OF

PARAPET

COVERED BRIDGE

SECOND FLOOR

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 160 - LIGHTNING PROTECTION ROOF PLAN

E-110

SCALE:SCALE:

BUILDING 160 - LIGHTNING PROTECTION ROOF PLAN

1/16" : 1'-0" E-110

CAS

T/PARAPET

3'-0"

T/PARAPET

3'-0"

PENTHOUSE

14'-0"

DC28

PARAPET @ PENTHOUSE

3'-0"

ROOF HEIGHT

-12'-0" FROM MAIN ROOF

T/PARAPET

1'-5"

N

SCALE:SCALE:

COVERED BRIDGE DETAIL

NTS E-110

N

SCALE:SCALE:

BUILDING 160

NTS E-110

COVERED

BRIDGE,

SEE 1/E-110

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

UTILIZE EXISTING DOWN CONDUCTOR

CONNECTIONS (SEE GENERAL NOTE 3)

SECT A SECT C

LADDER,

LT1, LB1

METAL DOOR, D3,

DSL3, DSR3,

STEPS, B81

CONDUIT

CONDUITS

VENTILATOR

EL. = 4'-2"

EL. = 2'-0"

EL. = 1'-0"

EL. = 3'-10"

FENCE

EL. = 4'-0"

EL. = 6'-0"

EL. = 4'-2"

EL. = 4'-0"

EL. = 4'-0"

SECT B

SECT F

SECT E

EL. = 4'-0"

EL. = 4'-0"

EL. = 4'-0"

EL. = 1'-0"

B36

EL. = 2'-5"

EL. = 4'-0"

EL. = 3'-2"

EL. = 3'-3"

EL. = 2'-5"

EL. = 3'-10"

EL. = 2'-10"

EL. = 3'-0"

EL. = 3'-4" EL. = 4'-10"

EL. = 3'-5"

EL. = 15'-8"

EL. = 4'-0"

B60

B37 B38

B39 B40

B41

B42 B43

B44

B45

B46

B47 B48

B49

B50

B51 B52 B53

B54

B58

B59

B56

CONDUIT

B35 B32

B33 B34

B31B30

B21

B23 B20

B22 B19

B16

B18

B13

B15B14

B12

EL. = 4'-2"

B11

B10B9

B7

B6 B8

CONDUIT

B5

B3 B4

B2

B1 B75

B74

B73 B64

EL. = 3'-3"

B57

EL. = 4'-0"

STEEL DOOR,

D2, DSL2, DSR2,

STEEL STEPS,

B80

B17

EL. = 4'-0"

EL. = 3'-10"

EL. = 2'-5" EL. = 2'-5"

B68 B69 B70

B71 B72

B67

14 33

B66 B65

B79 B77 B76B78

EL. = 3'-3"

EL. = 3'-3"

B62 B61 B60 B59

SECT D

B63

STEEL DOOR,

D1, DSL1, DSR1

DC1 DC2

DC4 DC3

L4 L8

L6

L2

L1

L

L3 L5

L10

L9

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 161 - LIGHTNING PROTECTION ROOF

PLAN

E-111

SCALE:SCALE:

BUILDING 161 - LIGHTNING PROTECTION ROOF PLAN

3/8" : 1'-0" E-111

CAS

R

R

T

T

N

SCALE:SCALE:

BUILDING 161 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-111

NEW GROUND GRID

(SEE GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-002 & G-003 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

R

VENTILATOR

EL. = 3'-0"

VENTILATOR

EL. = 3'-0"

TYP.1

15 33RLSEPT. 2022

L23

L24

L27

L28

L30

L31

L32

L34

L35

L36

L37

L3

L41

L42

L45

L46

L49 L50

L51

L52

L53

L54

L5

L5

L58

L5

L6

L62

L6 3L65

L146

L147

L1

L1

L155 L154 L124

L121 L122

L1

L101

L104 L130 L131 L133 L134

L152

L151

L150

L149

L6

L6

L69

L7

L73

L7

L77

L78L79

L80

L81 L82

L1 L3

L4

L5 L7

L8

L9

L10

L12

L13

L14

L15

L17

L18

L19

L21

L22

L102

L103

DC1

DC2

DC3

DC4

DC5

DC6

DC7

DC8

DC9

DC10

DC11 DC12

D C

D

C

D C

D

C

DC17 D

C

DC19

D C

D C

D C

23A

DC20

L140

L141

L26

L2

L40

L44

L48

L135

L95L94

L93 L96 EL. = 5'-1"

T

DC31

DC32

T DC29

DC28

DC26

DC25

DC24

EL. = 6'-9"

EL. = 2'-5"

EL. = 4'-3"

EL. = 1'-2"

EL. = 1'-9"

L192

B15

B11

B13

B7

B6

B5

L191

L193

EL. = 2'-0"

EL. = 4'-0"

L106

L108

L107

L1

L125 L126

B12

L168

L169

L1

L186

L183

L185

L145

EL. = 5'-0"

L123

L127 L129

L196 L197

EL. = 3'-5"

EL. = 4'-9"

L161 L162

L188 L187

L181

L1

L180 L179

L159 L160

L199 L198

B1

B2

L105

B10

B16

B4

B3

B8

L190 B9

EL. = 4'-3"

EL. = 5'-0"

L157

L99

L100 L97

L98

EL. = ±5'-0"

DC26

A

L156

L1

L128

B26

B25

B24

B29

B28

B27

B33

B32

B31

B36

B35

B34

B39

B38

B37 B40

B30

B21

B22

B23

B20

B43B41 B42

B46B44 B45

B49B47 B48

B52B50 B51

B7A

EL. = 4'-0"

R

R

R

R

R R

R

D C

D

C

L86L83 L84 L85 L87 L88 L89

L7

L9

L9

L148

L66

L2 L6

L11

L16

L20

L33

L29

L3 9 L43

L47

L5

L6

L6

L7

L7

L7

L7

L136

L1

L163

L164

L1

L1

L175 L172

L1

L1

L1

L176

L177

L178

B14

L142

L194

L1

L111 L110

L132

L155A L155B

L1

A

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

N

BUILDING 162 - LIGHTNING PROTECTION ROOF PLAN

SCALE:SCALE:

BUILDING 162 - LIGHTNING PROTECTION ROOF PLAN

1/16" : 1'-0" E-112

E-112

CAS

PENTHOUSE

6'-0" ABOVE MAIN ROOF

ROOF

-16'-0" BELOW MAIN ROOF

N

SCALE:SCALE:

BUILDING 162 - LIGHTNING PROTECTION ROOF PLAN

NO SCALE E-112

T/ROOF

±14'-4"

UTILIZE EXIST. DOWN CONDUCTOR

CONNECTIONS (SEE GENERAL NOTE 3)

NEW GROUND GRID

(SEE GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-003 & G-004 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

ROOF

-12'-0" BELOW MAIN ROOF

SECT

D

SECT

H

SECT

G

SECT

F

SECT

A

SECT

C

SECT

B

SECT

E

TYP.1

16 33

T

B69

B200

MATCH LINE MATCH LINE

DC20

DC21 DC22

DC28

DC30

DC42

DC23

DC29

DC26N

DC54

DC27

DC18

L5

DC35B

DC12A

DC35A

DC13A DC13B

DC35D

DC25N

DC19

DC17N

DC16N

DC14N

DC15N

DC24

DC34N

DC33N

DC32N

DC31N

DC13N

DC12B

DC53

DC49DC47

DC50

D C

D C

DC1DC2

ROOF EL. -8'-0"

BELOW BUILDING 77

DC51A

DC49A

DC3A

DC47A

DC50A

DC5

DC46

DC36N

DC51N

RTU

DC6

DC51

DC13

DC14

DC8

RTU

DC7

DC9N

DC10ADC11N

DC43

DC41

DC40

DC38

DC44

DC45

DC37

DC38A

DC39A

DC35C

DC39N

DC2A

T

DC3B

DC12AN

RR

RR

R

R DC52N

DC35N

R

R

DC12N

DC30AN

D C

DC22AN

DC18AN

DC34AN

DC10N

DC23AN

DC23BN

D C

51AN

DC54N

PLAN LEGEND

ROOF DRAIN (RD)

ROOF HATCH - OPERABLE MISC. MECHANICAL

EQUIPMENT

SKYLIGHT

VENT THROUGH ROOF

S

Raymond-Pond SDVOSB JV, LLC 1035 Green St. SE Suite A Conyers, GA 30012 770-483-9592 Art Warner

621-22-117

U.S. Department of Veterans AffairsJUNE 2022

LIGHTNING PROTECTION &

GROUNDING STUDY

BUILDINGS 3, 5, 8, 35, 36, 37, 108, 115, 116, 160, 161, 162,

200 COMPLEX (69, 77, 200, 204, 205) 201, 208

JAMES H. QUILLEN VA MEDICAL CENTER

MOUNTAIN HOME, TN

Office of Construction and Facilities Management

EXHAUST FAN

DOOR STRAP BOND

(DSLx / DSRx)

T

R

GROUND GRID

DOWN CONDUCTOR

(DC#)

AIR TERMINAL (L#)

GROUND ROD & TEST

WELL

GROUND ROD

BONDING POINT (B#)

LADDER BONDING POINT

TOP/BOTTOM (LT# / LB#)

DOOR FACING BONDING

POINT (D#)

200 COMPLEX

N

COMPLEX 200 - LIGHTNING PROTECTION ROOF

PLAN

E-113

SCALE:SCALE:

COMPLEX 200 - LIGHTNING PROTECTION ROOF PLAN

3/32" : 1'-0" E-113

N

SCALE:SCALE:

COMPLEX 200 - AERIAL

NO SCALE E-113

CAS

NEW GROUND GRID (SEE

GENERAL NOTE 2)

GENERAL NOTES

1. SEE SHEETS G-003 & G-004 FOR GENERAL AND SPECIAL NOTES

RELEVANT TO THIS SHEET. ALL NOTES REFERENCED ON THIS SHEET

ARE SPECIFIC NOTES TO THIS SHEET.

2. DUE THE LARGE SIZE OF THIS COMPLEX, IT HAS BEEN BROKEN INTO

PARTS ON THE FOLLOWING SHEETS.

3. THE INTENT ON THIS SHEET IS TO SHOW THE MAIN ROOF

CONDUCTORS THAT INDICATE THE OVERALL CONNECTIONS OF ALL

LPS COMPONENTS AS ONE SYSTEM FOR THESE BUILDINGS.

PENTHOUSE

B200

B204

SCALE:SCALE:

NORTH ELEVATION

NO SCALE E-113

17 33

SCALE:SCALE:

B200/214 ROLLING BALL

NO SCALE E-113

E-113

E-113

NOTE:

WHILE THE ROLLING BALL COVERAGE FOR B200 GOES OUT 100 FT, IT WILL NOT PROTECT

B207 OR B214. DUE TO CURVE OF ROLLING BALL, THE HEIGHT OF 20 FT IS ONLY

PROTECTED OUT 20 FT FROM B200.

B214B207

MATCH LINE

DC53

DC49

L3

L298

L297

L

L295

L

L144

L175

L2

L260

L273

L272

L270

L277

L276

L322

L170

L1

L1

L161

L150

L149

L1

L1

L166

L165

L164

L163

L162

L1

L1

L148

L147

L146

L145

L266

L2

DC47

L

L292

L291 L290

L303 L3

L1

L1

L163

L264

L265

L

L

L3

L300

L299

L269

L268

L227

T R

L229

L228

L230

D C

D C

DC1DC2

EL. ±10'-0"

LADDER, LB1

HANDRAIL

EL. = 5'-0"

B171

HANDRAIL

EL. = 3'-0"

B134

L248

L247

EL. = ±7'-10"

EL. = ±1'-0"

T/PARAPET

±3'-0"

T/PARAPET

1'-5"

EL. = ±1'-0"

EL. = ±1'-0"

EL. = ±3'-2"

RT

VENTILATOR

EL. = ±5'-4"

VENTILATOR

EL. = ±6'-4"

EL. = ±4'-2"

EL. = ±4'-0"

EL. = ±2'-3"

EL. = ±3'-2"

EL. = ±2'-9"

EL. = ±2'-8"

EL. = ±3'-5" EL. = ±2'-4"

STEEL BEAM

EL. = ±3'-2"

B70

STEEL BEAM,

B90

EL. = ±3'-2"

EL. = ±1'-4"

ROTATING

VENT

EL. = ±2'-0"

EL.…