W912PL-19-R-0014_Solicitation_Drawings_.pdf

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W912PL-19-R-0014 DATED DECEMBER 10, 2018

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VICINITY MAP

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HAUL ROUTE MAP

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PROJECT SITE AND

BUILDING 10432

PROJECT SITE

BUILDING

10439/10440

PROJECT SITE

DRAWING INDEX

SHEET SEQUENCE:DRAWING NO: DESCRIPTION

GENERAL

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX, LOCATION, VICINITY AND HAUL ROUTE MAP

3 G-003 GENERAL SYMBOLS

4 G-004 GENERAL ABBREVIATIONS

5 G-101 CODE ANALYSIS & LIFE SAFETY FLOOR PLAN BLDG 10432

6 G-102 CODE ANALYSIS & LIFE SAFETY FLOOR PLAN BLDG 10439

SURVEY

7 V-101 TOPOGRAPHIC SURVEY, BLDG. 10432

8 V-102 TOPOGRAPHIC SURVEY, BLDG. 10439

9 V-103 TOPOGRAPHIC SURVEY, BLDG. 10439

GEOTECHNICAL

10 B-101 BORING LOGS

11 B-102 BORING LOGS

CIVIL

12 CD101 SITE DEMOLITION PLAN, BLDG. 10432

13 CD102 SITE DEMOLITION PLAN, BLDG. 10439

14 C-101 SITE LAYOUT PLAN, BLDG. 10432

15 C-102 SITE LAYOUT PLAN, BLDG. 10440

15A C-102A NOT USED

16 C-103 SITE GRADING AND PAVING PLAN, BLDG. 10432

17 C-104 SITE GRADING AND PAVING PLAN, BLDG. 10440

18 C-105 GRADING TYPICAL SECTIONS, BLDG. 10440 AND LOW IMPACT DEVELOPMENT

BASIN

19 C-501 CIVIL SITE DETAILS I

20 C-502 CIVIL SITE DETAILS II

21 C-503 CIVIL SITE DETAILS III

STRUCTURAL

22 S-001 GENERAL STRUCTURAL NOTES

23 S-002 SPECIAL INSPECTION REQUIREMENTS - I

24 S-003 SPECIAL INSPECTION REQUIREMENTS - II

25 S-004 TYPICAL CONCRETE DETAILS - I

26 S-005 TYPICAL CONCRETE DETAILS - II

27 S-006 TYPICAL CONCRETE REINFORCING DETAILS

28 S-007 TYPICAL RAILING DETAILS

29 S-008 TYPICAL CMU DETAILS

30 S-101 FOUNDATION PLAN, BLDG 10432 ADDITION

31 S-102 ROOF FRAMING PLAN, BLDG 10432 ADDITION

32 S-103 FOUNDATION PLAN, BLDG 10440

33 S-104 ROOF FRAMING PLAN, BLDG 10440

34 S-301 SECTIONS AND ELEVATIONS, BLDG 10432

35 S-302 SECTIONS AND ELEVATIONS, BLDG 10440

36 S-501 SECTIONS AND DETAILS I

37 S-502 SECTIONS AND DETAILS II

38 S-503 SECTIONS AND DETAILS III

39 S-504 SECTIONS AND DETAILS IV

ARCHITECTURAL

40 A-101 BUILDINGS 10432 ADDITION & 10440 FLOOR PLANS

41 A-102 BUILDINGS 10432 ADDITION & 10440 ROOF PLAN & DETAILS

42 A-201 BUILDING 10432 ADDITION EXTERIOR ELEVATIONS

43 A-202 BUILDINGS 10432 ADDITION & 10440 EXTERIOR ELEVATIONS

44 A-203 BUILDING 10439 EXTERIOR ELEVATIONS

45 A-301 BUILDINGS 10432 ADDITION & 10440 SECTIONS

46 A-302 BUILDINGS 10432 ADDITION & 10440 SECTIONS

47 A-303 BUILDINGS 10432 & 10439 WALL SECTIONS

48 A-501 BUILDINGS 10432 ADDITION & 10440 DOOR DETAILS

49 A-502 BUILDINGS 10432 ADDITION & 10440 MISCELLANEOUS DETAILS

50 A-601 BUILDINGS 10432 ADDITION & 10440 DOOR & EXTERIOR FINISH SCHEDULES

FIRE PROTECTION

51 FX101 FIRE PROTECTION FLOOR PLAN, BLDG 10432

52 FX102 FIRE PROTECTION FLOOR PLAN, BLDG 10439

53 FA201 FIRE ALARM FLOOR PLAN, BLDG 10432

54 FA202 FIRE ALARM FLOOR PLAN, BLDG 10439

55 FA501

FIRE ALARM & MASS NOTIFICATION SYSTEM RISER AND FUNCTIONAL

MATRIX, BLDG 10432

56 FA502

FIRE ALARM & MASS NOTIFICATION SYSTEM RISER AND FUNCTIONAL

MATRIX, BLDG 10439

PLUMBING

57 PD101 BLDGS 10432 & 10439 PLUMBING DEMO FLOOR PLAN

58 P-101 BLDGS 10432, 10439 & 10440 PLUMBING FLOOR PLAN

59 P-501 BLDGS 10432 & 10440 MECHANICAL AND PLUMBING DETAILS

MECHANICAL

60 M-001

BLDGS 10432, 10439 & 10440 MECHANICAL AND PLUMBING LEGENDS,

NOTES, AND ABBREVIATIONS

61 MD101 BLDGS 10432 & 10439 MECHANICAL DEMO FLOOR PLAN

62 M-101 BLDGS 10432, 10439 & 10440 MECHANICAL FLOOR PLAN

63 M-401 BLDGS 10432 & 10439 MECHANICAL ENLARGED FLOOR PLANS

64 M-601 BLDG 10432 BOILER PIPING DIAGRAM AND SEQUENCE OF OPERATION

65 M-602

BLDG 10439 & 10440 BOILER PIPING DIAGRAM AND SEQUENCE OF

OPERATION

66 M-603 BLDGS 10432, 10439 & 10440 MECHANICAL AND PLUMBING SCHEDULES

ELECTRICAL

67 E-001 BLDGS 10432, 10439 AND 10440 LEGEND, SYMBOLS AND ABBREVIATIONS

68 ES101 BUILDINGS 10439 AND 10440 ELECTRICAL SITE PLAN

69 EG101 BUILDING 10432 LIGHTNING PROTECTION PLAN

70 EG102 BUILDING 10432 STATIC PROTECTION PLAN

71 NOT USED

72 EG104 BUILDING 10440 STATIC PROTECTION PLAN

73 EG201 BUILDING 10432 ELEVATION

74 EG202 BUILDING 10440 ELEVATION

75 EG501 BUILDINGS 10432, 10439 AND 10440 ELECTRICAL DETAILS 1

76 EG502 BUILDINGS 10432, 10439 AND 10440 ELECTRICAL DETAILS 2

76.1 EG503 BUILDINGS 10432, 10439 AND 10440 LIGHTNING PROTECTION DETAILS

77 EP101 BUILDING 10432 POWER PLAN

78 EP102 BUILDINGS 10439 AND 10440 POWER PLAN

79 EP601 BUILDING 10432 ELECTRICAL PARTIAL ONE LINE DIAGRAM

80 EP602 BUILDINGS 10439 AND 10440 ELECTRICAL PARTIAL ONE LINE

DIAGRAM

81 EP603 BUILDING 10432 ELECTRICAL PANEL/LIGHTING FIXTURE SCHEDULE 1

82 EP604 BUILDING 10432 ELECTRICAL PANEL SCHEDULE 2

83 EP605 BUILDING 10440 ELECTRICAL PANEL SCHEDULE 1

84 EP606 BUILDING 10440 ELECTRICAL PANEL SCHEDULE 2

85 EL101 BUILDING 10432 LIGHTING PLAN

86 EL102 BUILDING 10440 LIGHTING PLAN

87 ET101 BUILDING 10432 TELECOMMUNICATIONS PLAN

88 ET102 BUILDING 10440 TELECOMMUNICATIONS PLAN

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PLAN NORTH

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LAS VEGAS BLVD N

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O'BANNON ROAD

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GRAND FORKS AVE

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PLAN NORTH

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HAUL ROUTE

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INSPECTION STATION

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UNITED STATES

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NEVADA

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LAS VEGAS, NV

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SACRAMENTO, CALIFORNIA

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CORPS OF ENGINEERS

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DEPARTMENT OF THE ARMY

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FOLSOM, CA 95630-8709

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SUITE 300

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2365 IRON POINT RD

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F-35A MUNITIONS MAINTENANCE FACILITIES

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RKMF10-3011

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DRAWING INDEX, LOCATION, VICINITY

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AND HAUL ROUTE MAP

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NELLIS AFB

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NEVADA

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SHEET 2 OF 88

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M. EVERETT

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D.ANDERSON

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V. DURAN

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M. EVERETT

AutoCAD SHX Text Chief, XXXX Des. Sec.

AutoCAD SHX Text 12/12/2016

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AutoCAD SHX Text 229-25-0657

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TBD

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NELLIS_MUNITIONS_BLDGS-G-002

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6/30/2017 8:51:51 AM

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ADDED SHEET 76.1 TO AND REMOVED SHEET 71 FROM DRAWING INDEX

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30 JUN 2017

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UPDATE

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SITE LAYOUT PLAN - BUILDING 10432

CONSTRUCTION NOTES

LEGEND

DETAIL

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KEY NOTES

(45' ABOVE GROUND) 55' WOOD POLES (TO MATCH EXISTING) WITH 24" ALUMINUM AIR TERMINALS. EACH AIR TERMINAL IS

BONDED TO DOWN CONDUCTOR SUPPORTED EVERY 3 FEET ALONG POLE LENGTH DOWN CONDUCTOR IS BONDED TO

GROUND ROD AT BASE OF POLE. EACH AIR TERMINALREQUIRES TWO PATHS TO GROUND. PROVIDE A GROUND ROD AT THE

BASE OF THE POLE WITH A TEST WELL, AND THEN BOND THE GROUND ROD TO THE GROUND LOOP CONDUCTOR. MEASURE

THE RESISTANCE-TO-GROUND AND THE CONTINUITY OF THE GROUND LOOP CONDUCTOR BEFORE THE LAST CONNECTION, WHICH WILL FORM THE LOOP. CONNECT/ BOND ALL ITEMS (ITEMS REQUIRING CONNECTION TO THE GROUND LOOP

CONDUCTOR) TO THE GROUND LOOP CONDUCTOR, MEASURE CONTINUITY FROM ONE END OF THE GROUND LOOP

CONDUCTOR TO THE OTHER END, AND THEN BOND THE GROUND LOOP CONDUCTOR TOGETHER TO MAKE THE LOOP.

DOCUMENT PROCEDURE AND TEST RESULTS. .

100' RADIUS ROLLING SPHERE DEFINING ZONE OF PROTECTION FROM EACH POLE.

PERIMETER GROUND RING #4/0 BARE STRANDED COPPER (TO MATCH EXISTING); NOT LESS THAN 18 INCHES BELOW GRADE;

MINIMUM OF 3 FEET AND A MAXIMUM OF 8 FEET FROM THE NEAREST POINT OF THE STRUCTURE IN DIRECT CONTACT WITH

THE EARTH.

OVERHEAD NO. 1/0 ACSR COPPERWELD CONDUCTOR.

3/4 INCH X 10 FOOT COPPER CLAD STEEL GROUND ROD PER SPECIFICATIONS. (TYPICAL)

1.

2.

3.

4.

5.

LIGHTNING PROTECTION INSTALLER TO VERIFY QUANTITY AND CONFIGURATION OF LIGHTNING PROTECTION SYSTEM TO MEET AFI 32-1065 AND NFPA 780, IN THAT ORDER, AS WELL AS UFC 3-575-01. CONTRACTOR WILL PROVIDE A THIRD

PARTY INSPECTOR WHO WILL PERFORM A 100% INSPECTION ON THE ENTIRE LIGHTNING PROTECTION SYSTEM. INSPECTION METHOD SHALL COMPLY WITH UFC 3-575-01.TEST GROUND LOOPS PRIOR TO CONNECTION, AND RECORD (AND

DATE) TEST RECORDS. CONTRACTOR WILL CORRECT AND OR MITIGATE ALL ISSUES DISCOVERED DURING INSPECTION. CONTRACTOR WILL PROVIDE A COMPLETE LIGHTING PROTECTION (LPS) SYSTEM PER AFI 32-1065 AND NFPA780.

REFER TO SHEETS EG-201 FOR ELEVATION, AND EG-501/502/503 FOR DETAILS, AND SPECIFICATIONS.

WOOD POLES SHALL BE MACHINE TRIMMED BY TURNING, DOUGLAS FIR, CONFORMING TO ATIS ANSI O5.1 AND RUS BULLETIN 345-67. GAIN, BORE AND ROOF POLES BEFORE TREATMENT. SHOULD ADDITIONAL GAINS BE REQUIRED

SUBSEQUENT TO TREATMENT, METAL GAIN PLATES SHALL BE PROVIDED. PRESSURE TREAT POLES IN ACCORDANCE WITH AWPA C1 AND AWPA C4 AS REFERENCED IN RUS BULLETIN 345-67. QUALITY OF EACH POLE SHALL BE ENSURED

WITH "WQC" (WOOD QUALITY CONTROL) BRAND ON EACH PIECE, OR AN APPROVED INSPECTION AGENCY REPORT. WOOD POLES SHALL BE SUPPLIED BY A SUSTAINABLE FOREST RESOURCE. SUPLIER SHALL BE RECONGINIZED AS

PRACTICING GOOD FOREST STEWARDSHIP THROUGH CONSCIENTIOUS HARVESTING AND REFORESTATION PRACTICES AND SHALL MAINTAIN IT'S FOREST RESOURCES ON A SUSTANABLE BASIS. SUPPLIER SHALL HAVE DOCUMENTATION OF

IMPLETMENTING ECOLOGICALLY SHOOUND SILVICULTURE PROGRAMS TO REPLANT AND MAINTAIN HARVESTED AREASX. SUPLIER SHALL PROVIDE ENDORSEMENTS THROUGH SUSTANABLE FORESTRY INITIATIVE (SFI) UNITED STATES, FOREST STEWARDSHIP COUNCIL AND CANADIAN STANDARDS ASSOCIATION (CSSA) CANADA AND ISO14001 FOR ENVIRONMENTAL MANAGEMENT.

SIDE FLASH DISTANCE FROM EACH MAST PER NFPA780 4.6.5.1: D=h/6 (WHERE D= SIDE FLASH DISTANCE AND h= HEIGHT OF OBJECT). D=23.3/6= 4 FEET. USE SIDE FLASH MINIMUM REQUIRED DISTANCE OF 6 FEET. OBJECTS SHALL NOT BE

PLACED WITHIN THE SIDE FLASH DISTANCE.

INSTALLATION WILL COMPLY WITH NFPA780, AFI 32-1065, MIL-HDBK-419A (GROUNDING, BONDING AND SHIELDING FOR ELECTRONIC EQUIPMENT AND FACILITIES), CHAPTER 3 (LIGHTING PROTECTION SUBSYSTEMS); AIR FORCE MANUAL AFM

88-9, CHAPTER 3 (ELECTRICAL DESIGN LIGHTNING AND STATIC ELECTRICITY PROTECTION), PARAGRAPH 2 (LIGHTNING PROTECTION); AIR FORCE MANUAL AFM 91-201 (EXPLOSIVES SAFETY STANDARDS).

HATCHED AREA INDICATES NEW BUILDING ADDITION.

ALL COMPONENTS AND CONNECTORS SHALL BE UL LISTED FOR USE ON LIGHTNING PROTECTION SYSTEM(S).

PER SHEET CD-101, EXISTING POLE AND BOLLARDS ARE TO BE RELOCATED. BOLLARDS ARE NOT REQUIRED AROUND LPS TERMINAL POLES. THIS WORK IS DEMOLITION PER THIS SHEET.

EXISTING POLE TAGS ARE: 09-06DFPA03-55. TAGS ARE LOCATED ~3 FEET ABOVE GROUND.

TEST GROUND LOPS PRIOR TO CONNECTION AND RECORD (AND DATE) TEST RECORDS. INSPECTION METHOD SHALL COMPLY WITH UFC 3-575-01. RECORD READINGS FOR THE NEW FACILITIES ON A SKETCH OF TEST POINTS WHICH

COMPLIES WITH AFMAN 91-201 ABD AFI 32-1065. PROVIDE A LIGHT PROTECTION PROCEDURE AND TEST PLAN FOR APPROVAL PRIOR TO START OF INSTALLATION.

ALL EXISTING METAL BOLLARDS, STAIRS, HANDRAILS, OR OTHER METAL OBJECTS WITHIN 6 FEET OF ANY PART OF THE LIGHTNING PROTECTION SYSTEM, SHALL BE BONDED TO THE NEW GROUND RING. METAL STAIRS OR METAL HANDRAILS

SHALL BE BONDED TO THE GROUND RING. GROUNDING BOND TO BE SIMILAR TO THE NEW GROUND RING AND TESTED PER REFERENCED CODES.

TEST GROUND LOOPS PRIOR TO CONNECTION AND RECORD (AND DATE) TEST RECORDS. INSPECTION METHOD SHALL COMPLY WITH UFC 3-575-01. RECORD READINGS FOR NEW FACILITIES ON A SKETCH OF TEST POINTS WHICH

COMPLIES WITH AFMAN 91-201 AND AFI 32-1065. PROVIDE A LIGHT PROTECTION PROCEDURE AND TEST PLAN FOR APPROVAL PRIOR TO START OF INSTALLATION.

NOTES

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POLE WITH AIR TERMINAL

OVERHEAD CATENARY GROUND

BOLLARD

EXOTHERMIC BOND (WELD)

GROUND ROD/GROUND TEST WELL/AIR TERMINAL (AS NOTED IN KEYNOTES)

GROUND RING

LEGEND

8'-0"

TYPICAL

8'-0"

TYPICAL

BUILDING 10432 LIGHTNING

PROTECTION PLAN

SCALE = 1:200

EXISTING1

NEW

NEW

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EXISTING

57'-9"

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4 NEW

NEW

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1. NELLIS AIR FORCE BASE IS LIGHT LOADING DISTRICT

2. POLES ARE DOUGLAS FIR CLASS 3 55 FEET.

3. PER NESC (IEEE/ANSI C2) 2016 TABLE 242.1; USE N (OR RUS

BULLETIN 17243-150 C) GRADE FOR 0VOLTS OR COMMUNICATION.

4. POLES ARE EMBEDDED AT 10FEET. COPPERWELD CONDUCTOR IS

ATTACHED AT 12" BELOW TOP OF POLE.

5. USE 7 STRAND #6 COPPERWELD CONDUCTOR WITH 40%

CONDUCTIVITY 14,868 LB BREAKING STRENGTH.

M g

= S h x M wc

+ M wp

+ M we

+ M tc

+ M vo

+ M p-epsilon

M g

- total of all the ground line moments

S h

- horizontal wind span (= the sum of 1/2 the length of the adjacent spans(ft).

This is the unbalance loading value at each pole. Pole 1 would experience 68.8 feet of unbalanced conductor load. Pole 2 would experience 8.8 feet of unbalanced conductor load. Pole 3 would experience 46.67 feet of unbalanced conductor load. Pole 4 would experience 106.67 feet of unbalanced conductor loading. Pole 4 is worst case and will be used.

M wc

- summation of moment loads due to wind on each conductor expressed as moment per unit length of conductor (ft-lb/ft) = F ow

{sum (W c

H c

)}cos theta/2

M wp

= 13,510 ft-lb (per Table 7 RUS Bulletin)

M we

= the moment due to wind on the material and equipment attached to the pole (ft-lb)

(Can be ignored).

tc

= Summation of moments due to the tension of the conductors (ft-lb)

= 2F ot

{sum(T c

H c

)} sin (theta/2) (= 0 on tangent poles)

M vo

The moment due to unbalanced vertical loads (ft-lb) (= 0 since there are no cross arm assemblies

M p-epsilon

= The moment due to pole deflection (ft-lb) (Deflection due to ground moment is small compared to other factors. (negligible).

F ow

= 1.3 (per NESC Table 253-1

F ot

= 1.3 (per NESC Table 253-1

H c

= 45FEET- 1FOOT= 44 FEET

W c

= Wind load per unit length of conductor = .6809 lb/ft

T c

= Tension in each conductor = 3717lb

Theta

= line angle at pole = 0

M g

= (106.67ft/2) x [(1.3 x (.6809lb/ft x 44ft))1/2] + 13, 510 (ft-lb) = 14,549 ft-lbs

M r

= at ground line per Table 10 RUS Bulletin = 114,600 ft-lb for Grade C Class 3

55 foot Douglas Fir Pole. Note that distance from bottom of pole is 7.5 feet. This distance is actually 10feet which is more conservative.

M g

< M r

(GUYING IS NOT REQUIRED).

D = (T h

/W) x cosh[(W x S)/(2 x T h

) - 1]

D = Sag between poles 1 and 2 = .08ft; poles 2 and 3 = 06ft; poles 3 and 4 = .19ft

T h

= Horizontal component of conductor tension. Use 25% conductor rated breaking strenght (RBS); 14868lbs x .25 = 3717lbs.

S = Horizontal length of conductor spans between supports. varies; 68.8feet between poles 1 and 2; 60feet between poles 2 and 3; 106.67feet between poles 3 and 4.

W = Unit vertical weight of conductor = .6809lbs/square foot (Resultant which includes ice and wind loads) cosh = hyperbolic cosine

CALCULATIONS

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KEY NOTES

PERIMETER GROUND RING TO MATCH EXISTING; MINIMUM OF 3' AND A MAXIMUM OF 8' FROM THE

NEAREST POINT OF THE STRUCTURE IN DIRECT CONTACT WITH EARTH AT A DEPTH OF NO LESS THAN

18" BELOW GRADE.

GROUND RING AND GROUNDING CONDUCTORS SHALL BE #4/0 BARE STRANDED COPPER.

GROUND RODS SHALL BE 3/4" DIAMETER AND 10' LONG COPPER CLAD STEEL INSTALLED IN GROUND

WELL. (TYPICAL).

GROUND RING SHALL BE BONDED TO EXISTING BUILDING 10439 GROUND RING. REFERENCE DETAIL

7/EG501 AND KEYNOTE 9.

COORDINATE WITH STRUCTURAL ENGINEER FOR BONDING TO GROUND OF METALLIC COMPONENTS

AND ISOLATION OF AIR AND WATER PIPING.

(45' ABOVE GROUND) 55' WOOD POLES (TO MATCH EXISTING) WITH 24" ALUMINUM AIR TERMINALS.

EACH AIR TERMINAL IS BONDED TO DOWN CONDUCTOR SUPPORTED EVERY 3 FEET ALONG POLE

LENGTH DOWN CONDUCTOR IS BONDED TO GROUND ROD AT BASE OF POLE. EACH POLE HAS A

GROUND TEST WELL (AND 2ND GROUND ROD) AS INDICATED. MINIMUM FOUR (4) BOLLARDS SPACED

AROUND POLE BASE AND GROUND TEST WELL BOND STEEL BOLLARDS TO GROUND BELOW GRADE.

(PER NFPA70 ARTICLE 250.53(A)(3) GROUND ELECTRODES SHALL NOT BE SPACED LESS THAN 6 FEET

APART.

100' RADIUS ROLLING SPHERE DEFINING ZONE OF PROTECTION FROM EACH POLE.

OVERHEAD I/O ACSR G CONDUCTOR.

REMOVE EXISTING UNDERGROUND CONDUCTOR PARALLEL TO TO PRIMARY SERVICE. (NOT SHOWN

IN ORDER TO DEPICT FINAL GROUND LOOP INSTALLATION).

LIGHTNING PROTECTION INSTALLER TO VERIFY QUANTITY AND CONFIGURATION OF LIGHTNING PROTECTION SYSTEM TO MEET NFPA780 AND AFI 32-1065 PER UFC 3-575-01.

CONTRACTOR SHALL PROVIDE A THIRD PARTY INSPECTOR WHO DOES A 100% INSPECTION ON THE ENTIRE LIGHTNING PROTECTION SYSTEM WHICH INCLUDES EXISTING AND NEW.

THIRD PARTY INSPECTOR WILL IDENTIFY ISSUES WITH LIGHTNING PROTECTION SYSTEM AND CONTRACTOR WILL MITIGATE ALL ISSUES PER THE THIRD PARTY INSPECTION.

CONTRACTOR WILL PROVIDE A COMPLETE LIGHTING PROTECTION SYSTEM PER AFI 32-1065 AND NFPA780.

REFER TO SHEETS EG-201 FOR ELEVATION, AND EG-501/502/503 FOR DETAILS, AND SPECIFICATIONS.

INSTALLATION WILL COMPLY WITH NFPA780, AFI 32-1065, MIL-HDBK-419A (GROUNDING, BONDING AND SHIELDING FOR ELECTRONIC EQUIPMENT AND FACILITIES), CHAPTER 3 (LIGHTING

PROTECTION SUBSYSTEMS); AIR FORCE MANUAL AFM 88-9, CHAPTER 3 (ELECTRICAL DESIGN LIGHTNING AND STATIC ELECTRICITY PROTECTION), PARAGRAPH 2 (LIGHTNING

PROTECTION); AIR FORCE MANUAL AFM 91-201 (EXPLOSIVES SAFETY STANDARDS). GROUND WELLS ARE ONLY REQUIRED AT THE BASE OF THE POLES WITH DOWN CONDUCTORS.

FROM THAT BASE, THE CONDUCTORS WOULD BE RUN DIRECTLY TO THE GROUND LOOP AND BONDED VIA EXOTHERMIC WELD. TEST BEFORE COVERING THE BOND.

HATCHED AREA INDICATES NEW BUILDING ADDITION.

COMMON GROUNDING OF ALL GROUND MEDIUMS WITHIN THE BUILDING SHALL BE ENSURED BY CONNECTION TO COLD WATER PIPING OR BY DIRECT BONDING USING MAIN SIZE

CONDUCTORS AND FITTINGS.

LIGHTNING AND GROUNDING SHALL BE BONDED TO ALL METAL PARTS INCLUDING ROOF, DOORS, MECHANICAL EQUIPMENT, WATER/AIR/FIRE PIPES, MECHANICAL DUCTWORK, CONDUITS AND ELECTRICAL PANELS PER AFI 32-1065 AND NFPA780. BOND STATIC GROUND AT OR BELOW GRADE.

EXISTING BUILDING 10439 LIGHTNING PROTECTION SYSTEM TO BE REWORKED AT FUTURE TIME DURING ROOF REPLACEMENT. NEW LIGHTNING PROTECTION SYSTEM TO BE

CATENARY AND INTEGRATED WITH BUILDING 10440 LIGHTNING PROTECTION SYSTEM PER NELLIS CES.

CONTRACTOR TO BOND NEW GROUND RING TO EXISTING GROUND RING. MATCH DEPTH AND DISTANCE FROM STRUCTURE AND AS-BULT PLANS. ENTIRE GROUND RING WILL BE AT

EQUAL POTENTIAL. VALIDATE CONTINUITY OF THE EXISTING GROUND RING AND NEW GROUND RING BEFORE ATTACHING THE TWO SYSTEMS. CONTINUITY OF BOTH SYSTEMS WILL

BE PROVIDED TO CONTRACTING OFFICER IN REPORT BY THIRD PARTY INSPECTOR.

ALL EXISTING METAL BOLLARDS NOT BONDED SHALL BE BONDED TO THE NEW GROUND RING. METAL STAIRS OR METAL HANDRAILS SHALL BE BONDED TO THE GROUND RING.

GROUNDING BOND TO BE SIMILAR TO NEW GROUND RING AND TESTED PER REFERENCED CODES.

TEST GROUND LOOPS PRIOR TO CONNECTION AND RECORD (AND DATE) TEST RECORDS. INSPECTION METHOD SHALL COMPLY WITH UFC 3-575-01. RECORD READINGS FOR NEW

FACILITIES ON A SKETCH OF TEST POINTS WHICH COMPLIES WITH AFMAN 91-201 AND AFI 32-1065. PROVIDE A LIGHT PROTECTION PROCEDURE AND TEST PLAN FOR APPROVAL PRIOR

TO START OF INSTALLATION.

NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

LEGEND

GREATER

THAN

6'-0"

BUILDING 10439 AND 10440 LIGHTNING PROTECTION PLAN

SCALE = 1:200

EXISTING

57'-9"

N

M

D H

M D

H

S C

S

E W

S

I G

N

NEW

EXISTING

BUILDING

10439

SEE NOTE 7

NEW

BUILDING

10440

EXISTING

LIGHTNING

PROTECTION

SYSTEM

POLE WITH AIR TERMINAL

OVERHEAD CATENARY GROUND

BOLLARDS

EXOTHERMIC BOND (WELD)

GROUND ROD/GROUND TEST WELL/AIR TERMINAL (AS NOTED IN KEYNOTES)

GROUND RING

r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

P r o j e c t

N o

R e v i e w e d b y

US Army Corps of Engineers ®

C

A

F i

R e v

S p e c

N o

S u b m i t t a l

S t a t u s

X X

X

F

N

I T

I O

N

M

A I N

T E

N A

N C

E

F A

C I L

I T

I E

S

R K

M F

SACRAMENTO

s

M

A R

K

H

U R

T U

B I S

E

EG-104

B U

I L

D I N

G

S T

A T

P

O

T E

C T

I O

N

P

L A

N

S A

C R

A M

E N

S

T R

I C

T

I N

H

O U

S

I G

N

C

E S

P K

E

D D

P

C

E N

T R

P H

O E

N I X

A

R I Z

O

L A

S

V

E G

A S

N

E V

A D

A N

E L

L

R

S

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D E

P A

R T

M E

T

M

Y

R

P

O

F

E

N G

I N

E E

R S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

BUILDING 10440 STATIC GROUND PROTECTION PLAN

SCALE = 1:200

N

M

D H

M D

H

S C

S

E W

S

I G

N

KEY NOTES

BONDING CONDUCTORS 1/0 BARE COPPER. (TYPICAL).

TEST WELL.

STATIC BUS BAR 42" ABOVE FINISHED FLOOR SHOWN DIAGRAMMATICALLY. PROVIDE/INSTALL

AROUND SERVICE AND MAINTENANCE BAY PERIMETERS PER SPECIFICATIONS. (TYPICAL).

BOND OVERHEAD CRANE TO BUILDING STEEL..

STATIC BUS BAR MUST BE ISOLATED FROM BUILDING STEEL AND BONDED BELOW GROUND

LEVEL TO GROUND LOOP.

ALL CONNECTIONS TO BE EXOTHERMIC WELD TYPE.

REFER TO SHEETS EG-102 AND EG-202 (AND DETAILS) FOR GROUND LOOP INSTALLATION AND

LIGHTNING PROTECTION SYSTEM.

NOTES

LEGEND

EXISTING

BUILDING

10439

NEW

BUILDING

10440

SEE DETAIL 3

SHEET EG502

(TYPICAL)

EXOTHERMIC BOND (WELD)

GROUND ROD/GROUND TEST WELL/AIR TERMINAL (AS NOTED IN KEYNOTES)

GROUND RING

STATIC BUS BAR

SERVICE BAY

MAINTENANCE

BAY

SEE DETAIL 2

SHEET EG502

(TYPICAL)

EXISTING

GROUND

LOOP

NEW

GROUND

LOOP

OVERHEAD

CRANE

HOIST

r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

P r o j e c t

N o

R e v i e w e d b y

US Army Corps of Engineers ®

C

A

F i

R e v

S p e c

N o

S u b m i t t a l

S t a t u s

X X

X

F

N

I T

I O

N

M

A I N

T E

N A

N C

E

F A

C I L

I T

I E

S

R K

M F

SACRAMENTO

s

M

A R

K

H

U R

T U

B I S

E

EG-201

B U

I L

D I N

G

L I G

H T

N I N

G

P

R O

T E

C T

I O

N

P L

A N

S A

C R

A M

E N

S

T R

I C

T

I N

H

O U

S

I G

N

C

E S

P K

E

D D

P

C

E N

T R

P H

O E

N I X

A

R I Z

O

L A

S

V

E G

A S

N

E V

A D

A N

E L

L

R

S

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D E

P A

R T

M E

T

M

Y

R

P

O

F

E

N G

I N

E E

R S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

KEY NOTES

(45' ABOVE GROUND) 55' WOOD POLES AROUND SITE PERIMETER TO MATCH EXISTING. (TYPICAL)

10 INCH ALUMINUM AIR TERMINAL MOUNTED ON WOOD POLE. (TYPICAL).

100' RADIUS ROLLING SPHERE DEFINING ZONE OF PROTECTION FROM EACH POLE. (TYPICAL).

LIGHTNING PROTECTION INSTALLER TO VERIFY QUANTITY AND CONFIGURATION OF LIGHTNING PROTECTION SYSTEM TO

MEET AFI 32-1065, AND NFPA 780, IN THAT OREDER, AS WELL AS UFC 3-575-01. CONTRACTOR SHALL PROVIDE A THIRD PARTY

INSPECTOR WHO DOES A 100% INSPECTION ON THE ENTIRE LIGHTNING PROTECTION SYSTEM WHICH INCLUDES EXISTING

AND NEW. THIRD PARTY INSPECTOR WILL IDENTIFY ISSUES WITH LIGHTNING PROTECTION SYSTEM AND CONTRACTOR WILL

MITIGATE ALL ISSUES PER THE THIRD PARTY INSPECTION. CONTRACTOR WILL PROVIDE A COMPLETE LIGHTING

PROTECTION SYSTEM PER AFI 32-1065 AND NFPA780.

REFER TO SHEETS EG-101 AND EG-501/EG-502/EG-503 AND SPECIFICATIONS.

INSTALLATION WILL COMPLY WITH NFPA780, AFI 32-1065, MIL-HDBK-419A (GROUNDING, BONDING AND SHIELDING FOR

ELECTRONIC EQUIPMENT AND FACILITIES), CHAPTER 3 (LIGHTING PROTECTION SUBSYSTEMS); AIR FORCE MANUAL AFM 88-9, CHAPTER 3 (ELECTRICAL DESIGN LIGHTNING AND STATIC ELECTRICITY PROTECTION), PARAGRAPH 2 (LIGHTNING

PROTECTION); AIR FORCE MANUAL AFM 91-201 (EXPLOSIVES SAFETY STANDARDS).

NOTES

57'-9"

23'-3"

219'-0"

BUILDING 10432 LIGHTNING PROTECTION ELEVATIONS

SCALE = 1:200

Y

M

D H

M D

H

S C

S

E W

S

I G

N l1cohjrl r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

P r o j e c t

N o

R e v i e w e d b y

US Army Corps of Engineers ®

C

A

F i

R e v

S p e c

N o

S u b m i t t a l

S t a t u s

X X

X

F

N

I T

I O

N

M

A I N

T E

N A

N C

E

F A

C I L

I T

I E

S

R K

M F

SACRAMENTO

s

M

A R

K

H

U R

T U

B I S

E

EG-202

B U

I L

D I N

G

L I G

H T

N I N

G

P

R O

T E

C T

I O

N

E L

E V

A T

I O

N S

S A

C R

A M

E N

S

T R

I C

T

I N

H

O U

S

I G

N

C

E S

P K

E

D D

P

C

E N

T R

P H

O E

N I X

A

R I Z

O

L A

S

V

E G

A S

N

E V

A D

A N

E L

L

R

S

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D E

P A

R T

M E

T

M

Y

R

P

O

F

E

N G

I N

E E

R S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

57'-9"

23'-3"

129'-8"

BUILDING 10439 AND 10440 LIGHTNING PROTECTION ELEVATIONS

SCALE = 1:200

17'-0"

59'-1"

N

M

D H

M D

H

S C

S

E W

S

I G

N

8'-4"

8'-4"

KEY NOTES

(45' ABOVE GROUND) 55' WOOD POLES AROUND SITE PERIMETER. (TYPICAL)

12 INCH ALUMINUM AIR TERMINAL MOUNTED ON WOOD POLE. (TYPICAL).

100' RADIUS ROLLING SPHERE DEFINING ZONE OF PROTECTION FROM EACH POLE. (TYPICAL).

LIGHTNING PROTECTION INSTALLER TO VERIFY QUANTITY AND CONFIGURATION OF LIGHTNING PROTECTION SYSTEM TO

MEET AFI 32-1065, AND NFPA 780, IN THAT ORDER, AS WELL AS UFC 3-575-01. CONTRACTOR SHALL PROVIDE A THIRD PARTY

INSPECTOR WHO DOES A 100% INSPECTION ON THE ENTIRE LIGHTNING PROTECTION SYSTEM WHICH INCLUDES EXISTING

AND NEW. THIRD PARTY INSPECTOR WILL IDENTIFY ISSUES WITH LIGHTNING PROTECTION SYSTEM AND CONTRACTOR WILL

MITIGATE ALL ISSUES PER THE THIRD PARTY INSPECTION. CONTRACTOR WILL PROVIDE A COMPLETE LIGHTING PROTECTION

SYSTEM PER AFI 32-1065 AND NFPA780.

REFER TO SHEETS EG-101, AND EG-501/ EG-502/ EG-503, AND SPECIFICATIONS.

LIGHTNING AND GROUNDING TO BE BONDED TO ALL METAL PARTS INCLUDING STRUCTURAL MEMBERS, DOORS, MECHANICAL EQUIPMENT, WATER, "AND OTHER METALLIC OBJECTS SUCH AS STAIRS OR HANDRAILS". ALL STEEL BOLLARDS

WILL BE GROUNDED TO LPS GROUND RING (AT OVERHEAD DOORS, TRANSFORMERS, ETC., IF NOT ALREADY GROUNDED).

MECHANICAL DUCTWORK, CONDUITS AND ELECTRICAL PANELS PER NFPA70, TIA, AFI 32-1065 AND NFPA780.

TELECOMMUNICATIONS SYSTEM GROUNDS MAY NOT USE BUILDING STEEL AND MUST BE BONDED DIRECTLY TO A GROUND

ROD WITHIN 12 INCHES OF THE EXTERIOR WALL, AND BE ACCESSIBLE FOR VISUAL INSPECTION.

ALL GROUNDING CONDUCTORS AND GROUNDING ELECTRODES FOR CATENARY LIGHTNING PROTECTION SYSTEM TO BE

PLACED GREATER THAN 8 FEET FROM NEAREST POINT OF STRUCTURE. COORDINATE PLACEMENT WITH VEHICULAR

ACCESS.

NOTES

1.

2.

3.

4.

NOT USED

NOT USED

WOOD POLE DETAIL

AIR TERMINAL DETAIL

CABLE SPLICE

CABLE SPLICE

GROUNDING DETAIL

NOT USED

GROUND BUS BAR DETAIL ALONG BUS BAR LENGTH

DOORWAY JUMPER DETAIL

JUMPER DETAIL

SES GROUNDING DETAIL

CONCRETE GROUND ROD BOX

NOTE 1. SURGE SUPPRESSION (SPS) IS TO BE TRI-LEVEL (SILCON DIODE/ MOV/GLASS TUBE OR OTHER)

ARRESTOR IN ACCORDANCE WITH AFI-32-1065, CHAPTER 15.

r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

P r o j e c t

N o

R e v i e w e d b y

US Army Corps of Engineers ®

C

A

F i

R e v

S p e c

N o

S u b m i t t a l

S t a t u s

X X

X

F

N

I T

I O

N

M

A I N

T E

N A

N C

E

F A

C I L

I T

I E

S

R K

M F

SACRAMENTO

s

M

A R

K

H

U R

T U

B I S

E

EG-503

B U

I L

D I N

G

L I G

H T

N I N

G

P

R O

T E

C T

I O

N

D

E T

A I L

S

S A

C R

A M

E N

S

T R

I C

T

I N

H

O U

S

I G

N

C

E S

P K

E

D D

P

C

E N

T R

P H

O E

N I X

A

R I Z

O

L A

S

V

E G

A S

N

E V

A D

A N

E L

L

R

S

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D E

P A

R T

M E

T

M

Y

R

P

O

F

E

N G

I N

E E

R S

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

BUILDINGS 10432, 10439 AND 10440 LIGHTNING PROTECTION DETAILS

COPPER CLAD STEEL

GROUND ROD 3/4" X 10'

EXOTHERMIC WELD

MINIMUM

RADIUS 8"

CABLE CLAMPS

(TYPICAL)

LIGHTNING PROTECTION

CONDUCTOR

ANGLE

SHALL

NOT BE

LESS

THAN 90°

N

M

D H

M D

H

S C

S

E W

S

I G

N