MDVL042061 B-3 Construction Plans rev 12 May 23_NM.pdf

PDF 33 MB Posted May 12, 2023

Attached to: MDVL042061 - Repair Fire Suppression Systems Bldgs 150, 151, and 160 at the 186th ARW
Solicitation number: W50S7J23B0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for construction services to repair fire suppression systems in three buildings at Mississippi Air National Guard Base. The USPFO of Mississippi will award a single firm fixed price contract for work including repair of fire suppression systems in Buildings 150, 151, and 160 per the attached construction plans, statement of work, technical specifications, and statement of work addendum. The NAICS code for this work is 236220. This request is set aside only for qualified small businesses with average annual revenue under $45 million for the previous three years. The estimated value of the contract is between $1 million and $5 million. Interested offerors must register in SAM and attend the pre-bid conference on May 16, 2023. Bids are due by June 1, 2023. The solicitation and associated documents are available on SAM.

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Other files

File	Type	Posted
Abstract of Bids - 13 Jun 23.pdf	PDF	Jun 20, 2023
MDVL042061 - RFI No. 4.pdf	PDF	Jun 7, 2023
MDVL042061 - RFI No. 3.pdf	PDF	May 31, 2023
Bldg 160_As builts.pdf	PDF	May 25, 2023
MDVL042061 Addendum No. 2 Statement of Work.pdf	PDF	May 25, 2023
W50S7J23B00010002 - SF1442 - MOD DOC.pdf	PDF	May 25, 2023
MDVL042061 - RFI No. 2.pdf	PDF	May 25, 2023
MDVL042061 Addendum No. 2 Drawing Mark-ups (rev sht 01FA-104).pdf	PDF	May 25, 2023
Bldg 150_As builts - HEF Renov..pdf	PDF	May 25, 2023
W50S7J23B00010002 - SF1442 - CONFORM.pdf	PDF	May 25, 2023
Bldg 150_Orginal As builts.pdf	PDF	May 25, 2023
Pre-Proposal Meeting Sign In.pdf	PDF	May 22, 2023
Pre-Proposal Conference Minutes.pdf	PDF	May 22, 2023
W50S7J23B00010001 - SF1442 - MOD DOC.pdf	PDF	May 12, 2023
W50S7J23B00010001 - SF1442 - CONFORM.pdf	PDF	May 12, 2023
MDVL042061 - RFI No. 1.pdf	PDF	May 12, 2023
JA for Other than Full and Open Competition-MDVL042061 Sole Source 6 Mar 23 - KO Signed.pdf	PDF	May 2, 2023
MDVL042061 Statement of Work - Addendum Number 1.pdf	PDF	May 2, 2023
W50S7J23B0001 - SF1442.pdf	PDF	May 2, 2023
MDVL042061 B-3 Construction Plans rev 8 Jul 22_NM.pdf	PDF	May 2, 2023
MDVL042061 B-3 Technical Specifications rev 13 Apr 2023_NM.pdf	PDF	May 2, 2023
MDVL042061 Repair Fire Suppression Systems Bldgs 150 151 160 SOW 13 Apr 2023.pdf	PDF	May 2, 2023

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MAGNOLIA BOULEVARD

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AL KEY AVENUE

A.D. HUNTER AVENUE

JAMES KEETON AVENUE

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GATE

MAIN GATE

HDR ENGINEERING INC.

1917 SOUTH 67th STREET

OMAHA, NE 68114

TEL 402-399-1000 FAX 402-970-9074

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KEY FIELD

MERIDIAN, MISSISSIPPI

FY23

B-3 SUBMITTAL

SOLICITATION #:

MDVL042061

REPAIR FIRE SUPPRESSION SYSTEMS IN MAINTENANCE

HANGARS AND PUMP HOUSE (BLDG 150,151 & 160)

MDVL042061

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DWG# GENERAL DRAWINGS

1. 00G-101 COVER SHEET

2. 00G-102 SHEET INDEX

3. 00FP-001 DOOR DETAILS AND DOOR SCHEDULE

4. 00S-001 GENERAL STRUCTURAL NOTES

5. 00S-801 MECHANICAL EQUIPMENT SUPPORT DETAILS

6. 00S-802 STRUCTURAL DETAILS

7. 00E-001 ELECTRICAL LEGEND AND NOTES

8. 00E-002 ELECTRICAL LEGEND AND NOTES

9. 00E-501 ELECTRICAL DETAILS

10. 00FA-001 FIRE ALARM LEGEND AND NOTES

11. 00FA-501 FIRE ALARM DETAILS

12. 00FA-502 FIRE ALARM ANTENNA DETAILS

13. 00FD-001 FIRE SUPPRESSION DEMO NOTES

14. 00F-001 FIRE SUPPRESSION NOTES

BUILDING 150

GENERAL FIRE PROTECTION

15. 01FP-101 GENERAL FIRE PROTECTION FLOOR PLAN AREA A - BLDG 150

16. 01FP-102 GENERAL FIRE PROTECTION FLOOR PLAN AREA B - BLDG 150

17. 01FP-103 GENERAL FIRE PROTECTION FLOOR PLAN AREA C - BLDG 150

18. 01FP-104 GENERAL FIRE PROTECTION FLOOR PLAN AREA D - BLDG 150

STRUCTURAL

19. 01S-101 EXISTING BOTTOM CHORD FRAMING PLAN - BLDG 150

20. 01S-501 STRUCTURAL DETAILS - BLDG 150

ELECTRICAL

21. 01E-101 ELECTRICAL FLOOR PLAN AREA A - BLDG 150

22. 01E-102 ELECTRICAL FLOOR PLAN AREA B - BLDG 150

23. 01E-103 ELECTRICAL FLOOR PLAN AREA C - BLDG 150

24. 01E-104 ELECTRICAL FLOOR PLAN AREA D - BLDG 150

25. 01E-105 ELECTRICAL FLOOR PLAN AREA E - BLDG 150

26. 01E-106 ELECTRICAL FLOOR PLAN AREA F - BLDG 150

27. 01E-107 ELECTRICAL FLOOR PLAN AREA G - BLDG 150

28. 01E-108 ELECTRICAL FLOOR PLAN AREA H - BLDG 150

29. 01E-109 HAZARDOUS CLASSIFICATION - BLDG 150

30. 01E-501 ELECTRICAL RISERS - BLDG 150

31. 01E-601 ELECTRICAL SCHEDULES - BLDG 150

FIRE ALARM

32. 01FAD-101 FIRE ALARM DEMO FLOOR PLAN AREA A - BLDG 150

33. 01FAD-102 FIRE ALARM DEMO FLOOR PLAN AREA B - BLDG 150

34. 01FAD-103 FIRE ALARM DEMO FLOOR PLAN AREA C - BLDG 150

35. 01FAD-104 FIRE ALARM DEMO FLOOR PLAN AREA D - BLDG 150

36. 01FAD-105 FIRE ALARM DEMO FLOOR PLAN AREA E - BLDG 150

37. 01FAD-106 FIRE ALARM DEMO FLOOR PLAN AREA F - BLDG 150

38. 01FAD-107 FIRE ALARM DEMO FLOOR PLAN AREA G - BLDG 150

39. 01FAD-108 FIRE ALARM DEMO FLOOR PLAN AREA H - BLDG 150

40. 01FAD-901 FIRE ALARM DEMO PHOTOS - BLDG 150

41. 01FAD-902 FIRE ALARM DEMO PHOTOS - BLDG 150

42. 01FA-101 FIRE ALARM FLOOR PLAN AREA A - BLDG 150

43. 01FA-102 FIRE ALARM FLOOR PLAN AREA B - BLDG 150

44. 01FA-103 FIRE ALARM FLOOR PLAN AREA C - BLDG 150

45. 01FA-104 FIRE ALARM FLOOR PLAN AREA D - BLDG 150

46. 01FA-105 FIRE ALARM FLOOR PLAN AREA E - BLDG 150

47. 01FA-106 FIRE ALARM FLOOR PLAN AREA F - BLDG 150

48. 01FA-107 FIRE ALARM FLOOR PLAN AREA G - BLDG 150

49. 01FA-108 FIRE ALARM FLOOR PLAN AREA H - BLDG 150

50. 01FA-401 FIRE ALARM ENLARGED FLOOR PLAN ROOM A113 - BLDG 150

51. 01FA-601 FIRE ALARM RISER DIAGRAM - BLDG 150

52. 01FA-602 FIRE ALARM OPTICAL DETECTION RISER DIAGRAM - BLDG 150

53. 01FA-603 FIRE ALARM CONTROLS MATRIX - BLDG 150

54. 01FA-604 FIRE ALARM OPTICAL DETECTION CONTROLS MATRIX - BLDG 150

FIRE SUPPRESSION

55. 01FD-001 FIRE SUPPRESSION FOAM COLLECTION TANK DEMO- BLDG 150

56. 01FD-101 FIRE SUPPRESSION DEMO FLOOR PLAN - BLDG 150

57. 01FD-901 FIRE SUPPRESSION DEMO PHOTOS - BLDG 150

58. 01F-001 FIRE SUPPRESSION NOTES - BLDG 150

59. 01F-002 OVERALL FIRE SUPPRESSION PLAN - BLDG 150

60. 01F-101 FIRE SUPPRESSION FLOOR PLAN AREA A - BLDG 150

61. 01F-102 FIRE SUPPRESSION FLOOR PLAN AREA B - BLDG 150

62. 01F-103 FIRE SUPPRESSION FLOOR PLAN AREA C - BLDG 150

63. 01F-104 FIRE SUPPRESSION FLOOR PLAN AREA D - BLDG 150

64. 01F-105 FIRE SUPPRESSION FLOOR PLAN AREA E - BLDG 150

65. 01F-106 FIRE SUPPRESSION FLOOR PLAN AREA F - BLDG 150

66. 01F-107 FIRE SUPPRESSION FLOOR PLAN AREA G - BLDG 150

67. 01F-108 FIRE SUPPRESSION FLOOR PLAN AREA H - BLDG 150

68. 01F-401 FIRE SUPPRESSION ENLARGED FLOOR PLAN - BLDG 150

69. 01F-501 FIRE SUPPRESSION DETAILS - BLDG 150

BUILDING 151

ELECTRICAL

70. 02E-101 ELECTRICAL FLOOR PLAN - BLDG 151

71. 02E-601 ELECTRICAL SCHEDULES - BLDG 151

FIRE ALARM

72. 02FAD-101 FIRE ALARM DEMO FLOOR PLAN - BLDG 151

73. 02FAD-901 FIRE ALARM DEMO PHOTOS - BLDG 151

74. 02FA-101 FIRE ALARM FLOOR PLAN - BLDG 151

75. 02FA-601 FIRE ALARM RISER DIAGRAM - BLDG 151

76. 02FA-602 FIRE ALARM MATRIX - BLDG 151

FIRE SUPPRESSION

77. 02FD-101 FIRE SUPPRESSION DEMO FLOOR PLAN - BLDG 151

78. 02FD-901 FIRE SUPPRESSION DEMO PHOTOS - BLDG 151

79. 02F-001 OVERALL FIRE SUPPRESSION PLAN - BLDG 151

80. 02F-101 FIRE SUPPRESSION FLOOR PLAN - BLDG 151

81. 02F-601 FIRE SUPPRESSION SCHEMATIC - BLDG 151

BUILDING 160

GENERAL FIRE PROTECTION

82. 03FP-101 GENERAL FIRE PROTECTION FLOOR PLAN AREA C - BLDG 160

83. 03FP-102 GENERAL FIRE PROTECTION FLOOR PLAN AREA D - BLDG 160

STRUCTURAL

84. 03S-101 HANGAR ROOF FRAMING PLAN - BLDG 160

85. 03S-501 STRUCTURAL DETAILS - BLDG 160

ELECTRICAL

86. 03E-101 ELECTRICAL FLOOR PLAN AREA A - BLDG 160

87. 03E-102 ELECTRICAL FLOOR PLAN AREA B - BLDG 160

88. 03E-103 ELECTRICAL FLOOR PLAN AREA C - BLDG 160

89. 03E-104 ELECTRICAL FLOOR PLAN AREA D - BLDG 160

90. 03E-105 HAZARDOUS CLASSIFICATION - BLDG 160

91. 03E-501 ELECTRICAL RISERS - BLDG 160

92. 03E-601 ELECTRICAL SCHEDULES - BLDG 160

FIRE ALARM

93. 03FAD-101 FIRE ALARM DEMO FLOOR PLAN AREA A - BLDG 160

94. 03FAD-102 FIRE ALARM DEMO FLOOR PLAN AREA B - BLDG 160

95. 03FAD-103 FIRE ALARM DEMO FLOOR PLAN AREA C - BLDG 160

96. 03FAD-104 FIRE ALARM DEMO FLOOR PLAN AREA D - BLDG 160

97. 03FAD-901 FIRE ALARM DEMO PHOTOS - BLDG 160

98. 03FA-101 FIRE ALARM FLOOR PLAN AREA A - BLDG 160

99. 03FA-102 FIRE ALARM FLOOR PLAN AREA B - BLDG 160

100. 03FA-103 FIRE ALARM FLOOR PLAN AREA C - BLDG 160

101. 03FA-104 FIRE ALARM FLOOR PLAN AREA D - BLDG 160

102. 03FA-401 FIRE ALARM ENLARGED FLOOR PLAN ROOM 120 - BLDG 160

103. 03FA-601 FIRE ALARM RISER DIAGRAM - BLDG 160

104. 03FA-602 FIRE ALARM OPTICAL DETECTION CONTROLS RISER DIAGRAM - BLDG 160

105. 03FA-603 FIRE ALARM CONTROLS MATRIX - BLDG 160

106. 03FA-604 FIRE ALARM OPTICAL DETECTION CONTROLS MATRIX - BLDG 160

FIRE SUPPRESSION

107. 03FD-001 FIRE SUPPRESSION FOAM COLLECTION TANK DEMO - BLDG 160

108. 03FD-101 FIRE SUPPRESSION DEMO FLOOR PLAN - BLDG 160

109. 03FD-901 FIRE SUPPRESSION DEMO PHOTOS - BLDG 160

110. 03F-001 FIRE SUPPRESSION NOTES - BLDG 160

111. 03F-002 OVERALL FIRE SUPPRESSION PLAN - BLDG 160

112. 03F-101 FIRE SUPPRESSION FLOOR PLAN AREA A - BLDG 160

113. 03F-102 FIRE SUPPRESSION FLOOR PLAN AREA B - BLDG 160

114. 03F-103 FIRE SUPPRESSION FLOOR PLAN AREA C - BLDG 160

115. 03F-104 FIRE SUPPRESSION FLOOR PLAN AREA D - BLDG 160

116. 03F-401 FIRE SUPPRESSION ENLARGED FLOOR PLAN - BLDG 160

117. 03F-501 FIRE SUPPRESSION DETAILS - BLDG 160

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NOTE: DRAWINGS 01FD-001 AND 03FD-001 ARE

ALTERNATE BID ITEMS (ABI)

EXISTING CONCRETE

MASONRY WALL

BACKER ROD AND

SEALANT EACH SIDE

HM DOOR HEAD

HM DOOR FRAME

BACKER ROD AND

SEALANT EACH SIDE

EXISTING CONCRETE

MASONRY WALL

8" NOM.

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DOOR AND FRAME TYPES

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DOOR JAMB DETAIL

NOT TO SCALE

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DOOR HEAD DETAIL

NOT TO SCALE

00FP-001

HM DOOR HEAD

NOT TO SCALE

NOTE:

1. INSULATION NOT SHOWN. SEE WALL TYPES.

HM DOOR

FRAME

STUD WALL LINTEL COMPOSED OF 20

GAGE STUD RUNNER TOP AND BOTTOM

OF PAIR OF MIN. 20 GAGE METAL STUDS

RUNNING HORIZONTALLY ATTACH

HORIZONTAL STUDS TO RUNNER

CHANNELS W/ SCREWS AT 12" OC

SIZE OF METAL STUDS RUNNING

HORIZONTALLY TO MATCH PHYSICAL

SIZE OF WALL STUDS

RUNNER CHANNEL

ON TOP OF DOUBLE

STUD LINTEL ATTACH

TO LINTEL W/

SCREWS AT 12" OC

6" METAL STUDS

NOTE:

1. INSULATION NOT SHOWN. SEE WALL TYPES.

2 LAYERS GYPSUM

BOARD EACH SIDE

6" METAL STUDS

HM DOOR FRAME

00FP-001

HM DOOR JAMB

NOT TO SCALE

2 LAYERS GYPSUM

BOARD EACH SIDE

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DOOR SCHEDULE

BUILDING DOOR DOOR FRAME HARDWARE

NUMBER NUMBER

SIZE (W x H)

TYPE MATERIAL FINISH TYPE MATERIAL FINISH SET DETAILS *REMARKS

150 A102 PR 3'-0" x 6'-8" F HM PT 1 HM PT HW - 1 2 / 3 00FP-001

150 A103 PR 3'-0" x 6'-8" F HM PT 1 HM PT HW - 1 2 / 3 00FP-001

150 A108 8'-0" X 8'-0" - RUM FPT - EX STL FPT - -

150 A111A PR 3'-0" x 6'-8" F HM PT 1 HM PT HW - 2 3 / 5 - 01S-501 1

150 A111B PR 3'-0" x 6'-8" F HM PT 1 HM PT HW - 2 3 / 5 - 01S-501 1

150 A114 PR 3'-0" x 6'-8" F HM PT 1 HM PT HW - 1 2 / 3 00FP-001

150 C110 10'-0" X 10'-0" - RUM FPT - EX STL FPT - -

160 104 3'-0" x 7'-0" F HM PT 1 HM PT HW - 4 2 / 3 00FP-001

160 107 3'-0" x 7'-0" F HM PT 1 HM PT HW - 4 2 / 3 00FP-001

160 110 PR 3'-0" x 7'-0" F HM PT 1 HM PT HW - 3 2 / 3 00FP-001

160 113 PR 3'-0" x 7'-0" F HM PT 1 HM PT HW - 3 2 / 3 00FP-001

160 119 3'-0" x 7'-0" F HM PT 1 HM PT HW -4 2 / 3 00FP-001 2

160 126 3'-0" x 7'-0" F HM PT 1 HM PT HW -4 2 / 3 00FP-001

MATERIAL AND FINISH LEGEND

MATERIAL

FINISH

HM HOLLOW METAL PT PAINT

RUM ROLL UP METAL FPT FACTORY PAINT

EX STL EXISTING STEEL

REMARKS:

1 DOOR IN DRAFT CURTAIN - SEE STRUCTURAL SHEET 01S-101

2 REMOVE SURFACE MOUNTED SASH BOLT ON PULL SIDE OF DOOR AND FRAME

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GENERAL STRUCTURAL NOTES (GSN)

5. CAST-IN-PLACE CONCRETE:

LOCATION 28-DAY F'c

EXTERIOR CONCRETE 4500

REMAINING CONCRETE 4000

6. ALL REINFORCEMENT FOR CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY PLACED, SUPPORTED, TIED AND SECURED INTO PLACE PRIOR TO PLACING CONCRETE. ALL REBAR DOWELS SHALL BE TIED

IN PLACE PRIOR TO CONCRETE PLACEMENT. REBAR DOWELS SHALL NOT BE EMBEDDED AFTER

CONCRETE PLACEMENT UNLESS INDICATED ON THE DRAWINGS.

7. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND

PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS AS REQUIRED TO ACCOMMODATE ALL

WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE

FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER

STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.

8. PROVIDE ¾” CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN.

9. ANCHOR BOLTS NOT SPECIFIED BY THE CONTRACT DRAWINGS SHALL BE DESIGNED AND CERTIFIED

BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR IN ACCORDANCE

WITH THE APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR

REVIEW AND APPROVAL BY CONTRACTING OFFICER. COORDINATE LOCATION, SIZE AND EMBEDMENT

PRIOR TO CASTING CONCRETE.

10. ALL CAST-IN-PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS

SHALL COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND

ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT

AND INSTALL PER THE ICC EVALUATION REPORT.

11. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, THE CONTRACTOR SHALL

LOCATE REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING.

12. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS

SHALL NOT BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE CONTRACTING OFFICER.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL DESIGN PROPERTIES:

WIDE FLANGE AND TEE SHAPES - ASTM A992 Fy = 50 KSI

ANGLES, CHANNELS AND PLATES - ASTM A 36 Fy = 36 KSI

STEEL PIPE - ASTM A53, GRADE B Fy = 35 KSI

COLD-FORMED HOLLOW STRUCTURAL SECTIONS, ASTM A 500, GRADE C Fy = 46 KSI

COLD-FORMED HOLLOW STRUCTURAL PIPE, ASTM A500, GRADE C Fy = 46 KSI

STAINLESS STEEL Fy = 33 KSI

BOLTS - ASTM F3125, GRADE F1825

LIGHT GAGE STEEL STUDS/JOIST 12 TO 16 GAGE Fy = 50 KSI

18 + GAGE Fy = 33 KSI

2. ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

PROVISIONS OF AISC AND AWS WELDING PROCEDURES AND CODES OUTLINED IN THE

SPECIFICATION. ALL WELDS SHALL BE MADE WITH E-70XX ELECTRODES AND IN ACCORDANCE WITH

AWS FOR METAL ALLOY BEING WELDED UNLESS NOTED OTHERWISE.

3. WHEN FILLET WELDS SIZES ARE NOT INDICATED, PROVIDE MINIMUM WELD SIZE IN ACCORDANCE

WITH AISC SPECIFICATIONS, TABLE J2.4. OR 3/16”, WHICHEVER IS GREATER.

4. ALL GROOVE WELDS INDICATED ON THE PLANS AND SECTIONS SHALL BE COMPLETE JOINT

PENETRATION WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL PENETRATION WELDS.

5. DIMENSIONS TO CENTERLINE OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND

BACKS OF CHANNELS AND ANGLES UNLESS NOTED OTHERWISE.

6. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM F3125, GRADE F1825 -

TENSION CONTROL BOLTS, UNLESS NOTED OTHERWISE. ALL FIELD BOLTED CONNECTIONS SHALL BE

SNUG TIGHTENED DOUBLE ANGLE MEMBERS SHALL HAVE INTERMITTENT FILLER PLATES AS

REQUIRED BY SECTION E6 OF THE AISC MANUAL OF STEEL CONSTRUCTION.

DEFERRED SUBMITTAL

1. DEFERRED SUBMITTAL ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT

THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING

AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF WORK.

2. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER THE IBC SECTION 107.3.4.1 THAT ARE

EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM

INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED

SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT,

DISTRIBUTION SYSTEM, OR COMPENT OR IT'S ANCHORAGE. THE CONTRACTOR SHALL SUBMIT THE

REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND

ACCEPTANCE BY THE CONTRACTING OFFICER. ADDITIONALLY, ACCEPTANCE ON THE

CONTRACTING OFFICER'S COMMENT FORM, ALONG WITH THE COMPLETED FINAL SUBMITTAL

SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY THE

PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS.

SPECIAL STRUCTURAL INSPECTIONS:

1. SPECIAL INSPECTIONS AND TESTS SHALL BE BY AN INDEPENDENT TESTING AND INSPECTION

AGENCY EMPLOYED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. THE

TESTING AND INSPECTION AGENCY SHALL PROVIDE TEST AND INSPECTION REPORTS DIRECTLY

TO THE CONTRACTING OFFICER.

2. SPECIAL INSPECTIONS AND TESTS SHALL BE PERFORMED DURING CONSTRUCTION IN

ACCORDANCE WITH CHAPTER 1 AND 17 OF THE INTERNATIONAL BUILDING CODE (IBC),

STATEMENT OF SPECIAL INSPECTIONS, SCHEDULE OF SPECIAL INSPECTIONS, AND THE

CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY AND ACCOMMODATE THE

APPLICABLE INSPECTOR DURING APPROPRIATE PHASES OF THE WORK AS REQUIRED BY EACH

TEST AND INSPECTION. THESE SPECIAL INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS

THAT ARE IDENTIFIED IN SECTION 110 OF THE IBC.

3. SEE SPECIFICATION SECTION 01 45 35 - SPECIAL INSPECTIONS FOR THE STATEMENT OF SPECIAL

INSPECTIONS, THE SCHEDULE OF SPECIAL INSPECTIONS, AND ADDITIONAL REQUIREMENTS

ASSOCIATED WITH SPECIAL INSPECTIONS.

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APPLICABLE SPECIFICATIONS AND CODES:

1. INTERNATIONAL BUILDING CODE 2018 AND OTHER LOCAL AND STATE AGENCIES HAVING

JURISDICTION OVER THIS PROJECT.

2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318-14.

3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC.

5. AISI SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.

6. STEEL JOISTS INSTITUTE, STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES FOR

STEEL JOISTS AND JOIST GIRDERS.

7. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.

8. ASTM MATERIAL STANDARDS AS NOTED.

9. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS (OCT 2019).

10. UFC 3-301-01 STRUCTURAL ENGINEERING (OCT 2019).

EXISTING CONDITIONS:

1. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR

SEEM IN CONFLICT WITH INFORMATION SHOWN ON THE DRAWINGS.

GENERAL NOTES:

1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION.

SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRACING, SHORING, FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE CONTRACTOR IS

RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF

CONSTRUCTION, AND THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE

CONTRACTING OFFICER WILL NOT INVOLVE REVIEW OF THESE ITEMS.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF OPENINGS,

BLOCK OUTS, FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED ON THE

STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF OPENINGS IN SLABS, WALLS, AND DECKS

SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR

REINFORCING TO ACCOMMODATE OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD

DETAILS, SECTIONS AND NOTES AS SHOWN ON THE STRUCTURAL DRAWINGS.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

4. CONTRACTOR IS TO ESTABLISH AND VERIFY EMBEDS AND INSERTS FOR ITEMS TO BE INSTALLED

BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION.

5. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTION SHALL BE

SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE CONSTRUCTIONS.

PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR THE LOADS.

6. DETAILS AND SECTIONS THAT ARE NOTED AS "TYP" ON DETAIL TITLES ARE TO BE APPLIED TO

THE PROJECT AND CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED

OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY BE NOT

CUT AT ALL.

7. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS,

VIBRATIONAL FORCES, SUPPORTED LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES,

AND RECESSED REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND / OR FRAMING

REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE

CONCRETE SUPPORT PADS AND / OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

BUILDING OCCUPANCY CATEGORY - RISK FACTOR:

1. RISK FACTOR: III

SNOW LOAD:

1. SNOW LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

2. EXPOSURE FACTOR, C

: 1.0

3. SNOW LOAD IMPORTANCE FACTOR, I

: 1.1

4. THERMAL FACTOR, C

: 1.0

5. GROUND SNOW LOAD, P

: 5 PSF

6. RAIN-ON-SNOW: 0 PSF

7. FLAT ROOF SNOW LOAD, P

: 6 PSF

LIVE LOAD:

1. CATWALK - BLDG 150: 25 PSF

2. CATWALK - BLDG 160: 40 PSF

3. MEZZANINE: 100 PSF

4. PUMP ROOM: 125 PSF

5. ROOF: 20 PSF

WIND LOAD:

1. WIND LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

2. BASIC WIND SPEED - (3 SECOND GUST) - ULTIMATE: 124 MPH

3. EXPOSURE CATEGORY: C

4. IMPORTANCE FACTOR, I

: 1.00

SEISMIC LOAD:

1. IMPORTANCE FACTOR, I

: 1.25

2. SEISMIC DESIGN CATEGORY: C

3. SITE CLASS: D

4. SPECTRAL RESPONSE ACCELERATIONS, SS: 0.16g

5. SPECTRAL RESPONSE ACCELERATIONS, S1: 0.083g

6. SPECTRAL RESPONSE COEFFICIENTS, SDS: 0.172

7. SPECTRAL RESPONSE COEFFICIENTS, SD1: 0.133

CONCRETE NOTES:

1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318.

2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED

SHALL BE ASTM A706, GRADE 60.

3. CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE

DETAILS OR SECTIONS:

CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH: 3"

CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2"

#5 BARS AND SMALLER 2"

CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS 1"

4. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318

AND THE REINFORCING SPLICE LENGTHS ON THE DRAWINGS.

POST INSTALLED ANCHORS

5. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT

DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER

BEFORE INSTALLING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE

ANCHORS.

6. CARE SHALL BE TAKEN IN PLACING POST- INSTALLED ANCHORS TO AVOID CONFLICTS WITH THE

EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

7. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE

SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER ALONG WITH CALCULATIONS

THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE

CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF

ACHIEVING THE PERTINENT EQUIVALENT DESIGNPERFORMANCE PERFORMANCE VALUES

(MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/ OR

STANDARDS(S). AS REQUIRED BY THE BUILDING CODE. PRODUCT ICC-ES REPORTS SHALL BE

INCLUDED WITH THE SUBMITTAL PACKAGE.

8. UNLESS NOTED OTHERWISE ON PLANS, ACCEPTABLE CONCRETE ANCHORS PRODUCTS SHALL

BE:

A.MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE

BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193.

PRE-APPROVED MECHANICAL ANCHORS INCLUDE:

i. KWIK BOLT 3 (ICC-ES ESR-2302) AND KWIK BOLT TZ (ICC-ES ESR 1917) BY HILTI, INC.

ii. TRUBOLT+ (ICC-ES ESR-2427) BY ITW RAMSET/REDHEAD.

iii. STRONG BOLT (ICC-ES ESR-1771) AND STRONG BOLT 2 (ICC-ES ESR-3037) BY

SIMPSON STRONG TIE ANCHOR SYSTEMS.

B. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE

BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308.

PRE-APPROVED ADHESIVE ANCHORS INCLUDE:

i. HIT-RE-500 SD (ICC-ES ESR 2322) SYSTEM ADHESIVE ANCHORS BY HILTI, INC.

ii. EPCON G5 (ICC-ES ESR-1137) ADHESIVE ANCHORING SYSTEM BY ITW

RAMSET/REDHEAD.

iii. SET-XP (ICC-ES ESR-2508) ADHESIVE ANCHORING SYSTEMS BY SIMPSON STRONG

TIE ANCHOR SYSTEMS.

C.CONCRETE SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES

AC193. PRE-APPROVED SCREW ANCHORS INCLUDE:

i. KWIK HUS-EZ (ICC-ES ESR-3027) BY HILTI, INC.

ii. TITAN HD (ICC-ES ESR-2713) BY SIMPSON STRONG TIE ANCHOR SYSTEMS.

1. BRACING DETAILS, SCHEDULE AND NOTES ARE TO BE USED WITH THE

FOLLOWING TYPE OF PIPE: STEEL PIPE SCHEDULE 40 & 80, COPPER PIPE K,

L, M.

2. BRACE ALL PIPES WITH 2-1/2" I.D. AND LARGER IN BOILER AND

MECHANICAL EQUIPMENT ROOMS, ALSO BRACE ALL NON-STEEL AND

NON-COPPER PIPE 1-1/4" THROUGHT 2" I.D. AS FOR 2-1/2" PIPE.

3. DETAILS SHOWN PROVIDE A LATERAL BRACING SYSTEM. A TYPICAL

VERTICAL SUPPORT SYSTEM MUST ALSO BE USED. HOWEVER, WHERE IT

MAY OCCUR, THE VERTICAL ANGLE SHOWN MAY REPLACE A TYPICAL

VERTICAL SUPPORT.

4. TRANSVERSE BRACING FOR ONE PIPE SECTION MAY ALSO AS

LONGITUDINAL BRACING FOR THE PIPE SECTION CONNECTED

PERPENDICULAR TO IT, IF THE BRACING IS INSTALLED WITHIN 2'-0" OF THE

ELBOW OR TEE AND SIMILAR SIZE.

5. DO NOT USE BRANCH LINES TO BRACE MAIN LINES.

6. PROVIDE FLEXIBILITY IN JOINTS WHERE PIPES PASS THROUGH BUILDING

SEISMIC OR EXPANSION JOINTS, OR WHERE RIGIDLY SUPPORTED PIPES

CONNECT TO EQUIPMENT WITH VIBRATION ISOLATORS.

7. AT VERTICAL PIPE RISERS, WHEREVER POSSIBLE, SUPPORT THE WEIGHT

OF THE RISER AT A POINTS OR POINTS ABOVE THE CENTER OF GRAVITY

OF THE RISER. PROVIDE LATERAL GUIDES AT THE TOP & BOTTOM OF THE

RISER AND AT INTERMEDIATE POINTS NOT TO EXCEED 30'-0" ON CENTER.

8. PROVIDE LARGER ENOUGH PIPE SLEEVES THROUGH WALLS OR FLOORS

TO ALLOW FOR ANTICIPATED DIFFERENTIAL MOVEMENTS.

9. DO NOT FASTEN ONE RIGID PIPING SYSTEM TO TWO DISSIMILAR PARTS OF

A BUILDING THAT MAY RESPOND IN A DIFFERENT MODE DURING AN

EARTHQUAKE, FOR EXAMPLE A WALL AND A ROOF.

TYPICAL NOTES FOR BRACING OF PIPES

ADD PIPE SLEEVE THAT

HAS AN I.D. 1/4" + LARGER

THAN O.D. OF BOLT

SEE PIPE HANGER

SCHED ABOVE

ROD PER SCHED

ADD VERT ANGLE (OR

EQUIVALENT UNISTRUT

SECTION WITH STIFFENERS)

FROM SCHED WHEN "L"

GREATER THAN MAX LENGTH

FOR PIPE SIZE

SEE SCHED

3/16"x1 1/2"

HANGER ROD CLIP

BOLT TO ANGLE

SEE SCHED

NOTES:

1. WHEN THERMAL INSULATED PIPING IS USED, DO NOT

CONNECT BRACING OR HANGER DIRECTLY TO PIPE.

LONGITUDINAL DIAG

MEMBER AS REQD FOR

SIZE & SPACING, SEE

SCHED, SLOPE 45°±

3/16

TYP

TRANSVERSE DIAG BRACE

MEMBER PER SCHED

L3x3x3/16x0'-8"

ADD L3x3x3/16 ES

AT LOC NOT COINCIDENT

W/ BOT CHORD PANEL POINT

IN ACCORDANCE W/ SJI/MFR

REQUIREMENTS

ROOF JOIST, TRUSS OR

W FRAMING PER PLAN

VERT MEMBER

PER SCHED

NOTES:

1. CENTER OF ANGLE CLIP CONNECTION TO BE 3" OR LESS FROM

PANEL POINT.

NOTE 1

00S-801

3/16

TRANSVERSE DIAG BRACE

MEMBER PER SCHED

VERT

MEMBER

PER SCHED

3/16

ROOF

DECK

L6x6x5/16

ROOF

FRAMING

PER PLAN

TRANS BRACING NOT

TO BE CONNECTED AT

BOT CHORD OF JOIST

IN THIS CONFIG

TYP

HSS

3X3X3/16

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** SEE SCHED. FOR TYP. CONN. TO STRUCTURAL SUPPORTING MEMBERS.

PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL L's NUT.

PIPE

SIZE

LONGITUDINAL DIAG

BRACE MEMBER

TRANSVERSE DIAG

BRACE MEMBER

VERTICAL

MEMBER

BOLTS

SCHEDULE FOR RIGID BRACING OF PIPES

20'-0"

TRANSVERSE

20'-0"

2'-7"

3'-1"

MAX. LENGTH

FOR RODS

ROD

SIZE

2'-1"

LONGITUDINAL

40'-0"

2-1/2"

6" 1/2"Ø

3/8"Ø

L2x2x3/16

L2-1/2x2-1/2x3/16

L2x2x3/16

L2-1/2x2-1/2x3/16

L2-1/2x2-1/2x3/16 3/4"Ø

5/8"Ø

1/2"Ø

3/8"Ø

MAX SPACING OF BRACING

PIPE EL

PER MECH

LONGITUDINAL DIAG

BRACE MEMBER

CONN TO ROOF

FRAMING PER

4/00S-801, 5/00S-801

NOTES:

1. SIZES PER SCHEDULE FOR RIGID BRACING OF PIPES

SCHEDULE AS APPROPRIATE

3/16

TYP

VERT MEMBER

00S-801

COPE ANGLE AS

REQ'D AT BRACKET

3/4" DIA ALL

THREAD

COUPLER

AS REQD

PIPE PER

MECH

NOTES:

1. COORDINATE HSS LOCATION W/ PANEL POINTS ON OPEN WEB JOISTS.

2. SUPPORT PIPE USING THIS DETAIL AT SPACINGS PER SMACNA, MAX PIPING LOAD ATTRIBUTED

TO HSS NOT TO EXCEED 500 LBS.

3. MULTIPLE PIPES MAY BE SUPPORTED ON SINGLE HSS IF TOTAL LOAD IS KEPT BELOW 500 LBS

4. AT LOCATIONS WHERE PIPING RUNS PERPENDICULAR TO ROOF

FRAMING, ALL THREAD ROD MAY BE SUPPORTED DIRECTLY BY HOLE DRILLED

IN BOTTOM FLANGE OR WF FRAMING MEMBER OR PER 4/00S-801.

WASHER &

DBL NUT

COORD EL W/

MECH

ROOF FRAMING

PER PLANS

HSS 3X3X3/16

TYP

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PIPE SUPPORT GRAVITY

SCALE: 1" = 1'-0"

00S-801

PIPE BRACING CONNECTION

SCALE: 1" = 1'-0"

00S-801

LONGITUDINAL PIPE BRACING

SCALE: 3/4" = 1'-0"

00S-801

PIPE BRACING CONNECTION PARALLEL TO ROOF FRAMING

SCALE: 3/4" = 1'-0"

00S-801

SCHEDULE FOR RIGID BRACING OF PIPES

SCALE: NOT TO SCALE

00S-801

PIPE BRACING CONNECTION PERPENDICULAR TO ROOF FRAMING

SCALE: 3/4" = 1'-0"

PLAN

SECTION

3/8"Ø HANGER

RODS TO

UNISTRUT ABV

(4) CABLE

BRACES,

TYP

3/4"Ø HANGER

RODS & L2x2x3/16

ANGLE TO

STRUCTURE ABOVE

CABLE BRACES, TYP

UNIT HEATER

ANGLE BRACKET (UNISTRUT

PIECE LS500 OR SIM)

SPRING

ISOLATORS

BRACE

CONN

L3x3x3/16x0'-8" w/ 1"

HOLE IN VERT LEG

3/16" AIRCRAFT CABLE,

DOUBLE NUT & THIMBLE

AT EACH END

CONN TO EDGE

FRAMING PER

4/S-802, 5/S-802

CONN TO ROOF

FRAMING PER

4/00S-802, 5/00S-802

NOTES:

1. DETAIL CONCEPT APPLICABLE TO SUSPENDED UNIT HEATERS.

2. ANCHORAGE DETAILS AND SIZES SHOWN THIS VIEW ARE

CONCEPTUAL. ACTUAL ANCHORAGE TO BE DESIGNED AND

PROVIDED AS PART OF SEISMIC ANCHORAGE DEFERRED

SUBMITTAL.

4" MIN

NOTES:

1. PROVIDE ABOVE PAD UNDER ALL INTERIOR ELECTRICAL, MECHANICAL EQUIPMENT,

SUPPORT ON THE EXISTING SLAB ON GRADE.

2. PAD THICKNESS SHALL BE A MINIMUM OF 4". CONTRACTOR SHALL VERIFY THE PAD

THICKNESS WITH EQUIPMENT SUPPLIER. THICKEN EQUIPMENT PAD ABOVE THE

EXISTING SLAB ON GRADE AS REQUIRED TO INSTALL THE ANCHOR BOLTS PER THE

MANUFACTURER'S RECOMMENDATIONS.

3. BEFORE EQUIPMENT SUPPORT PADS ARE CAST, THE PAD SIZES AND REINFORCING

SHALL BE APPROVED BY THE CONTRACTING OFFICER AS BEING CAPABLE OF

SUPPORTING EQUIPMENT TO BE PLACED THEREON. EQUIPMENT BASE DIMENSIONS

SHALL BE THE LARGER OF AS DETERMINED BY THE EQUIPMENT MANUFACTURER OR

AS INDICATED ON THE DRAWINGS. SUBMIT ALL EQUIPMENT DIMENSIONS AND LOADS

TO THE CONTRACTING OFFICER. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD

PROTECTION OF THE ANCHOR BOLTS (AB) SHALL BE AS DETERMINED BY THE

EQUIPMENT MANUFACTURER AND SHALL BE APPROVED BY THE CONTRACTING

OFFICER. AB SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT PAD IS

CAST.

4. 6" MINIMUM PAD EDGE DIMENSION TO EQUIPMENT AB APPLIES FOR ALL

NON-ELECTRICAL EQUIPMENT SUPPORT PADS. ALL ELECTRICAL EQUIPMENT PROVIDE

1" FROM EDGE OF EQUIPMENT TO EDGE OF EQUIPMENT PAD.

5. THE SIZE, NUMBER, TYPE, LOCATION AND THREAD PROTECTION OF THE ANCHOR

BOLTS SHALL BE AS DETERMINED BY THE EQUIPMENT MANUFACTURER AND SHALL BE

APPROVED BY THE CONTRACTING OFFICER. AB SHALL BE HELD IN POSITION WITH A

TEMPLATE WHILE EQUIPMENT PAD IS CAST.

6. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE,

TOLERANCE IS

" ACROSS PLAN DIAGONALS.

#4@12 EW

" CHAMFER, TYP

4" MIN

6" MAX

EXISTING SLAB

ON GRADE

#4@12 ADHESIVE ANCHOR

TYP, HOOKED

CAST INTO SLAB

C L R

6" MIN *

#4 ADDITIONAL

CLOSED TIE

CONTINUOUS

@ PERIMETER

8" LEG, TYP

EQUIPMENT BASE PLATE

EQUIPMENT ANCHOR BOLT

CONCRETE SURFACE SHALL

BE CLEAN, FREE OF LAITANCE,

ROUGHENED TO A

" AMPLITUDE,

& COATED WITH BONDING AGENT

S d w g

Z S

S M

T H

J L

00S-802

S T

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U R

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D A

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M A

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D E

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R I P

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A N

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L I N

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D E

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U P

P R

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S I

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H D

E n g i n e e r i n g

I n c u r e e t

O M

A H

M I S

S I S

S I P

P I

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N A

U A

R D

A P

P R

U B

M I T

T A

L J U

U B

M I T

T A

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D I N

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R I D

I A

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S I S

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00S-802

SUSPENDED UNIT HEATERS

SCALE: 3/4" = 1'-0"

00S-802

TYPICAL INTERIOR SUPPORT PAD

SCALE: 3/4" = 1'-0"

KVA

SPD

DMP

3Ø, 4W

208/120V

LP100

ATS

CDCD

GFP

CONDUIT RUN BETWEEN DEVICES CONCEALED IN

NON-ARCHITECTURALLY FINISHED AREAS OR UNDER FLOOR

SLAB. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME

AS THE HOMERUN FOR THE CIRCUIT.

GENERAL NOTES:

1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL SYMBOLS MAY BE USED ON

THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

CURRENT TRANSFORMER (CT)

VOLTAGE TRANSFORMER (VT, PT, OR CPT)

UTILITY WATT-HOUR METER PER UTILITY REQUIREMENTS

GROUND

LIGHTNING ARRESTER

DIGITAL METERING PACKAGE

LOW VOLTAGE SURGE PROTECTIVE DEVICE

CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR

PROVIDED WITH ASSOCIATED EQUIPMENT

MOTOR/LOAD CONTROLLER AND

SEPARATELY MOUNTED MOTOR/LOAD CONTROLLER

WITH SHORT CIRCUIT PROTECTION AND DISCONNECT

PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF

RECEPTACLES AS NOTED OR SPECIFIED

SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE, PHASE,

NUMBER OF WIRES WHEN INDICATED

CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND

CONDUIT SIZE AS SPECIFIED IN CIRCUIT SCHEDULE

ON THE SHEETS

CONDUIT STUBBED OUT AND CAPPED

CIRCUIT CONTINUATION

NON-MOTOR LOAD WITH DESIGN KVA, KW, OR AMP

SIMPLEX RECEPTACLE

SEPARATELY MOUNTED COMBINATION MOTOR STARTER

OR CONTROLLER; SEE ELECTRICAL ONE - LINE DIAGRAM

OR SCHEDULE FOR DESCRIPTION

NON-FUSED SWITCH, CURRENT RATING, AND

NUMBER OF POLES AS NOTED (3 POLE UON)

20A

MCCB

ICCB

LVP

MCP

80AT

100AF

GROUND ROD

GROUND CABLE

SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANS

DUPLEX RECEPTACLE

SUBSCRIPTS:

WALL SWITCH

LIGHTING FIXTURE SUBSCRIPTS:

SINGLE-FACED CEILING OR WALL-MOUNTED EXIT LIGHT; DIRECTIONAL

ARROWS (IF REQUIRED) AS INDICATED ON PLANS

DOUBLE-FACED CEILING OR WALL-MOUNTED EXIT LIGHT; DIRECTIONAL

ARROWS (IF REQUIRED) AS INDICATED ON PLANS

EMERGENCY LIGHT, REMOTE MOUNTED HEAD

EMERGENCY LIGHT, NUMBER OF ATTACHED HEADS SHOWN

CIRCUIT HASH MARKS (WHEN INDICATED); LONG, SHORT,

SINGLE DOT, AND DOUBLE DOT REPRESENT PHASE, NEUTRAL,

EQUIPMENT GROUND, AND ISOLATED EQUIPMENT GROUND,

RESPECTIVELY. #12 IN 3/4" CONDUIT UNLESS OTHERWISE

INDICATED.

GROUND FAULT PROTECTION

CIRCUIT RUN BETWEEN DEVICES EXPOSED IN

NON-ARCHITECTURALLY FINISHED AREAS; CONCEALED IN

ARCHITECTURALLY FINISHED AREAS. CONDUIT AND

CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR

THE CIRCUIT.

CONDUIT TURNING DOWN

CONDUIT TURNING UP

PANELBOARD (LESS THAN 250V)

PANELBOARD (250V TO 600V)

JUNCTION OR PULL BOX

CONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATED

EQUIPMENT

INSTRUMENTATION/CONTROL DEVICE

PUSHBUTTON

SELECTOR SWITCH

3-PHASE, 4-WIRE GROUNDED WYE CONNECTION

3-PHASE, 3-WIRE DELTA CONNECTION

TRANSFORMER

TRANSFER SWITCH, CURRENT RATING, AND

NUMBER OF POLES AS NOTED

GENERATOR

MOTOR WITH DESIGN HORSEPOWER

(WHEN INDICATED)

NON-FUSED SAFETY SWITCH, 30A, 3P, X INDICATES AMP

RATING GREATER THAN 30A

MEDIUM VOLTAGE CIRCUIT BREAKER

FUSIBLE SWITCH, CURRENT RATING, FUSE RATING,

AND QUANTITY AS NOTED (3 POLE UON)

FUSED CUTOUT, CURRENT RATING, FUSE RATING,

AND QUANTITY AS NOTED

FUSE, RATING, AND NUMBER OF FUSES AS NOTED

SEPARATELY MOUNTED CIRCUIT BREAKER; SEE

ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR

DESCRIPTION

MOTOR STARTER AND CONTROLLER SUBSCRIPTS:

MAGNETIC MOTOR STARTER AND

SEPARATELY MOUNTED COMBINATION MAGNETIC

MOTOR STARTER

DISCONNECT OR DRAWOUT CONNECTION

TYPES:

A - MAGNETIC STARTER NEMA SIZE

B - STARTER TYPE

C - CONTROL DIAGRAM OR CONTROLS

SCHEDULE NUMBER (IF REQUIRED)

D - CONTROLLER TYPE

ATS - AUTOMATIC

MTS - MANUAL

X - INDICATES LUMINAIRE TYPE PER LUMINAIRE SCHEDULE

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

Z - INDICATES CONTROLLING SWITCH (IF REQUIRED)

NL - NIGHT LIGHT UNSWITCHED

X - INDICATES TYPE

XXX

RECESSED FLOOR MOUNTED BOX, QUANTITY AND TYPE OF

RECEPTACLES AS INDICATED

CORD AND PLUG CONNECTION

MOLDED CASE

INSULATED CASE

LOW VOLTAGE POWER

MOTOR CIRCUIT PROTECTOR

(RATING PER CONNECTED

LOAD)

NONE

FVR

RVAT

FULL VOLTAGE NON-REVERSING (FVNR)

FULL VOLTAGE REVERSING

TWO SPEED

REDUCED VOLTAGE AUTO TRANSFORMER

VFD

CONT

VARIABLE FREQUENCY DRIVE

SOLID STATE

CONTRACTOR

NONE

SINGLE POLE

DOUBLE POLE

THREE-WAY

FOUR-WAY

KEY SWITCH

PILOT LIGHT

LIGHTED HANDLE

DIMMING

MOMENTARY CONTACT

TIMER

Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)

ONE LINE, POWER AND LIGHTING SYMBOLOGY

PHOTOCELL

OSX

TIME CLOCK

ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD,

MOTOR CONTROL CENTER, CONTROL PANEL, TRANSFORMER

OR OTHER EQUIPMENT AS INDICATED. ESTIMATED SIZE AS

INDICATED. WHEN USED X INDICATES EQUIPMENT TYPE.

EQUIPMENT TYPES:

ATS

MTS

MCC

UPS

VFD

AUTOMATIC TRANSFER SWITCH

CONTROL PANEL

MANUAL TRANSFER SWITCH

MOTOR CONTROL CENTER

UNINTERRUPTIBLE POWER SUPPLY

VARIABLE FREQUENCY DRIVE

SWITCHBOARD

SWITCHGEAR

TRANSFORMER

SAFETY SWITCH, 3P, X INDICATES AMP RATING GREATER

THAN 30A, Y INDICATES FUSE SIZE

LOW VOLTAGE CIRCUIT BREAKER (CB). RATING AND NO. OF

POLES AS SHOWN. WHEN SPECIFIC TYPE, OTHER THAN

MCCB, IS REQUIRED, X INDICATES TYPE.

SEPARATELY MOUNTED MOTOR STARTER OR CONTROLLER; SEE

ELECTRICAL ONE-LINE DIAGRAM OR SCHEDULE FOR

DESCRIPTION.

LSIGA

TRIP UNIT:

LONG TIME PICKUP

SHORT TIME PICKUP

INSTANTANEOUS PICKUP

GROUND FAULT PICKUP

ARC FLASH MAINTENANCE

WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, ALL OR PARTIAL EMERGENCY

(INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED)

CEILING/PENDANT MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, ALL OR PARTIAL

EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED)

WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

CEILING/PENDANT MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

CEILING/PENDANT/BOLLARD MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

CEILING/PENDANT/BOLLARD MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED,

EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED)

WALL MOUNTED FLOOD LUMINAIRE, LAMP TYPE AS SPECIFIED

POLE/STANCHION MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

POLE/STANCHION MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED,

EMERGENCY (INTERNAL OR EXTERNAL POWER SOURCE AS INDICATED)

POLE/STANCHION MOUNTED FLOOD LUMINAIRE, LAMP TYPE AS SPECIFIED

WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED, EMERGENCY (INTERNAL

OR EXTERNAL POWER SOURCE AS INDICATED)

OSX

LIGHTING CONTROL OCCUPANCY SENSOR, WALL MOUNTED, X INDICATES

SPECIFIC TYPE AS SPECIFIED

LIGHTING CONTROL OCCUPANCY SENSOR, CEILING MOUNTED, X INDICATES

SPECIFIC TYPE AS SPECIFIED

OSX

TWO RECEPTACLES IN 2-GANG BOX UNDER COMMON COVER

PLATE

X or

SUBSCRIPTS:

X - INDICATES TYPE

GFCI

PLH

PLD

USB

SPD

Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)

GROUND FAULT CIRCUIT INTERRUPTER

ISOLATED GROUND

TAMPER RESISTANT

PLUG LOAD HALF CONTROLLED

PLUG LOAD DUAL CONTROLLED

USB CHARGING STATION

SURGE PROTECTIVE DEVICE

ABOVE COUNTER

HOMERUN TO PANEL

SINGLE PHASE: 2#12, 1#12G IN 3/4"C

THREE PHASE: 3#12, 1#12G IN 3/4"C

UNLESS OTHERWISE NOTED, CONDUCTOR

SIZE IS FOR ENTIRE CIRCUIT

CONDUIT CONNECTION TO EQUIPMENT

7 1/2

TYPES:

INTERLOCK; X INDICATES TYPE

E - ELECTRICAL

M - MECHANICAL

K - KEY

XXX

ROOM/AREA LIGHTING CONTROL TYPE,

SEE LIGHTING CONTROL SCHEDULE FOR REQUIREMENTS

LOW VOLTAGE DIGITAL WALL SWITCH, NUMBER INDICATES QUANTITY OF

PUSH BUTTONS PER SINGLE GANG PLATE, LETTER INDICATES CONTROL

ZONE WHEN SHOWN

SUBSCRIPTS:

MANUAL MOTOR STARTER

X - INDICATES TYPE

HORSEPOWER RATED

HORSEPOWER RATED WITH THERMAL ELEMENT

HORSEPOWER RATED WITH FUSETRON FUSE

Y - INDICATES SWITCH TYPE

NONE

TOGGLE SWITCH TYPE

ROTAR SWITCH TYPE

Jor

(#X)

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E n g i n e e r i n g

I n c u r e e t

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M I S

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A P

P R

U B

M I T

T A

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U B

M I T

T A

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00E-001

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WALL MOUNTED TELEPHONE OUTLET

COMMUNICATION SYMBOLOGY

WALL MOUNTED DATA OUTLET

WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET

RECESSED FLOOR MOUNTED TELEPHONE OUTLET

RECESSED FLOOR MOUNTED DATA OUTLET

RECESSED FLOOR MOUNTED COMBINATION TELEPHONE AND DATA

OUTLET

CONTROL SYMBOLOGY

DOOR POSITION SWITCH

SECURITY SYMBOLOGY

COMBINATION ELECTRIC DOOR STRIKE AND POSITION

SWITCH

PROXIMITY CARD READER

PROXIMITY CARD READER WITH KEYPAD

DUAL TECHNOLOGY MOTION DETECTOR

REQUEST TO EXIT MOTION DETECTOR

REQUEST TO EXIT PUSH BUTTON

GLASS BREAK DETECTOR

SEC

PTZ

CCTV CAMERA

PAN/TILT/ZOOM WHEN INDICATED

SECURITY EQUIPMENT CABINET

OROR

ELECTRICAL CONNECTION

NO ELECTRICAL CONNECTION

NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON

CLOSING AFTER COIL IS ENERGIZED

NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON

OPENING AFTER COIL IS ENERGIZED

NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY

ON OPENING AFTER COIL IS DE-ENERGIZED

NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME

DELAY ON CLOSING AFTER COIL IS DE-ENERGIZED

SOLENOID VALVE

CONTROL/RELAY COIL;

X - INDICATES TYPE

Y - INDICATES LOOP NO. WHEN USED

TYPES:

NORMALLY OPEN CONTACT (N.O.)

NORMALLY CLOSED CONTACT (N.C.)

NORMALLY OPEN TEMPERATURE SWITCH;

CLOSE ON RISING TEMPERATURE

NORMALLY CLOSED TEMPERATURE SWITCH;

OPEN ON RISING TEMPERATURE

NORMALLY OPEN FLOW SWITCH; CLOSE ON INCREASING FLOW

NORMALLY CLOSED FLOW SWITCH;

OPEN ON INCREASING FLOW

NORMALLY OPEN LEVEL SWITCH, CLOSE ON RISING LEVEL

NORMALLY CLOSED LEVEL SWITCH, OPEN ON RISING LEVEL

NORMALLY OPEN PRESSURE SWITCH, CLOSE ON INCREASING

PRESSURE

NORMALLY CLOSED PRESSURE SWITCH, OPEN ON INCREASING

PRESSURE

NORMALLY OPEN LIMIT SWITCH, CLOSE ON REACHING LIMIT

NORMALLY CLOSED LIMIT SWITCH, OPEN ON REACHING LIMIT

FIELD WIRING EXTERNAL TO CONTROL PANEL

NORMALLY CLOSED PUSHBUTTON, MOMENTARY CONTACT UNLESS

OTHERWISE NOTED

NORMALLY OPEN PUSHBUTTON, MOMENTARY CONTACT UNLESS

OTHERWISE NOTED

3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS; UNLESS

OTHERWISE NOTED, 2-POSITION SIMILAR

OOX

XOO

HAND

AUTO

OFF

MICROPROCESSOR (PLC, RTU, ETC.) OUTPUT

MICROPROCESSOR (PLC, RTU, ETC.) INPUT

TELEVISION OUTLET

AUDIO/VISUAL SYMBOLOGY

REMOTE KEYPAD/CONTROL STATION

RTM

RUN TIME METER

THERMAL OVERLOAD ELEMENT

THERMAL OVERLOAD RELAY CONTACT

WHEN SHOWN X INDICATES QUANTITY

(X)

PAHE

CEILING MOUNT SPEAKER

WALL MOUNT SPEAKER

SPEAKER SUBSCRIPTS:

X - INDICATES HEIGHT

HORN TYPE TRANSDUCER

VOLUME CONTROL

HEAD END EQUIPMENT

FLOOR MOUNTED MICROPHONE JACK

WALL MOUNTED MICROPHONE JACK

CONTROL SYMBOLOGY

CPT

CONTROL POWER TRANSFORMER (CPT)

CONTROL RELAY

DEFINITE PURPOSE RELAY

LIGHTING CONTRACTOR

MOTOR STARTER

PHOTOCELL

TIME CLOCK

TIMING RELAY

EMERGENCY ALARM SYMBOLOGY

ALARM HORN AND FLASHING LIGHT COMBINATION UNIT

ALARM BELL AND FLASHING LIGHT COMBINATION UNIT

ALARM FLASHING LIGHT

ALARM HORN

ALARM BELL

LENS COLORS:

PUSH TO TEST INDICATING LIGHT

X - INDICATES LENS COLOR

INDICATING LIGHT

X - INDICATES LENS COLOR

R - RED

G - GREEN

B - BLUE

Y - YELLOW

W - WHITE

A - AMBER

POLE - MOUNTED TRANSFORMER

EXTERIOR PAD MOUNTED TRANSFORMER

SITE SYMBOLOGY

PUSHBUTTON OR PULLSTATION

ELECTRICAL HANDHOLE OR MANHOLE

X - INDICATES SEQUENCE NUMBER

Y - MHX OR HHX

POLE MOUNTED, AREA OR ROADWAY LUMINAIRE, LAMP

TYPE AS SPECIFIED

POLE/STANCHION MOUNTED FLOOD LUMINAIRE, LAMP TYPE AS

SPECIFIED

HIGH MAST LIGHTING, NUMBER OF LUMINAIRES AS

SPECIFIED

POWER POLE

DOWNGUY

OVERHEAD ELECTRICAL AND COMMUNICATION SYSTEMS PATHWAYOHE

LIGHTING FIXTURE SUBSCRIPTS:

X - INDICATES LUMINAIRE/POLE TYPE PER LUMINAIRE SCHEDULE

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

UNDERGROUND (UNO) ELECTRICAL AND COMMUNICATIONS

SYSTEMS PATHWAY

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M I T

T A

L J U

U B

M I T

T A

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S I S

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00E-002

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5'-0"

LEGEND:

CLASS 1, DIVISION 2

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M I S

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P R

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M I T

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M I T

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00E-501

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00E-501

HAZARDOUS CLASSIFICATION

NTS

FAA

AIM

AOM

MIR

NAC

FACU

AIM

TSS 40°F

RTS

FIRE ALARM SYMBOLS LEGEND

PANELS CABINETS AND CONTROLLERS

FIRE ALARM CONTROL UNIT,

COMBINATION FIRE ALARM &

MASS NOTIFICATION SYSTEM

EXISTING ATI MNS SYSTEM LOCAL

OPERATORS CONSOLE

FIRE ALARM ANNUNCIATOR PANEL

ADDRESSABLE INPUT MODULE,

FIRE ALARM

ADDRESSABLE OUTPUT MODULE,

FIRE ALARM

FLAME DETECTOR, COMBO

MULTI-SPECTRUM INFRARED

TYPE DET-TRONICS X3301

FLOW DETECTOR/SWITCH

MANUAL STATION, FIRE ALARM,

(NEMA 4 IN HANGAR)

SMOKE DETECTOR, PHOTOELECTRIC

DUCT MOUNTED SMOKE DETECTOR,

PHOTOELECTRIC

NAC EXTENDER BOOSTER POWER /

AUXILIARY POWER SUPPLY

EXTERIOR SPRINKLER WATERFLOW

NOTIFICATION BELL WATERPROOF FOR

FIRE DEPARTMENT CONNECTION (FDC)

ADDRESSABLE DUAL INPUT MODULE,

FIRE ALARM

C CEILING MOUNT

CD CANDELA

EOLD END OF LINE DEVICE (CIRCUIT SUPERVISION)

FA FIRE ALARM

FS FIRE SUPPRESSION

°F FAHRENHEIT

FS FIRE SUPPRESSION

H HIGH AUDIBLE SETTING

MIR MULTI-SPECTRUM INFRARED

OPTICAL DETECTOR

HPS HIGH POWERED SPEAKER

IDC INITIATING DEVICE CIRCUIT

L LOW AUDIBLE SETTING

NAC NOTIFICATION APPLIANCE CIRCUIT

MNS MASS NOTIFICATION SYSTEM

P PENDANT OR PHOTOELECTRIC

RI REMOTE INDICATOR

RTS REMOTE TEST STATION

SL SIGNAL LIGHT

SLC SIGNALING LINE CIRCUIT

SPK SPEAKER CIRCUIT

NW WATTAGE SETTING (n=SPEAKER TAP)

WP WEATHERPROOF

WIRE GUARD

NOT ALL SYMBOLS/ABBREVIATIONS MAY BE USED

ATI MNS SPEAKER ONLY, CEILING MOUNT

ATI MNS SPEAKER ONLY, WALL MOUNT

KEYED MAINTENANCE DISCONNECT

SWITCH, WITH STATUS LED'S

NON-ADDRESSABLE OUTPUT RELAY

PRESSURE DETECTOR/SWITCH

SURGE SUPPRESSOR

VALVE SUPERVISORY SWITCH

REMOTE ALARM INDICATING

AND TEST SWITCH

TEMPERATURE SUPERVISORY

SWITCH 40 DEGREES

ATI MNS HIGH POWERED SPEAKER, NEMA 4

TRANSCEIVER

EXTERNAL ANTENNA

LHD LINEAR HEAT DETECTION

MNS

EXISTING BASE-WIDE ATI WIDE

AREA MASS NOTIFICATION SYSTEM

MONACO BASE SIGNAL

TRANSCEIVER (BT-X)

XCVR

ATI MASS NOTIFICATION STROBE,

WALL MOUNT, ALERT, AMBER LENS

ATI MASS NOTIFICATION STROBE, CEILING

MOUNT, ALERT, AMBER LENS

M C

ATI COMBINATION MASS NOTIFICATION

SPEAKER/STROBE, CEILING MOUNT,

ALERT, AMBER LENS

ATI COMBINATION MASS NOTIFICATION

SPEAKER/STROBE, WALL MOUNT, ALERT,

AMBER LENS

JUNCTION BOX

DCL HANGAR ROLL-UP DOOR

CONTROLLER LIMIT SWITCH

FATC

FIRE ALARM TERMINAL/ MODULE CABINET

MANUAL STATIONS

ADDRESSABLE MODULES

ANCILLARY DEVICES

FIRE ALARM NOTIFICATION APPLIANCES

DETECTION

SUBSCRIPTS AND ABBREVIATIONS

MIR

VERY HIGH SENSITIVITY FLAME DETECTOR,

COMBO MULTI-SPECTRUM INFRARED

TYPE DET-TRONICS X3301

FIRE ALARM MODULE CABINETFAMC

LOC

RSFACU FIRE ALARM CONTROL UNIT FOR

RELEASING SERVICE

1. THE FIRE ALARM AND MASS NOTIFICATION SYSTEM DESIGN, MATERIAL,

INSTALLATION AND COMMISSIONING SHALL BE THE RESPONSIBILITY OF THE FIRE

ALARM CONTRACTOR.

2. PROVIDE A RELEASING SERVICE FIRE ALARM CONTROL UNIT (RSFACU) FOR THE

CONTROL AND MONITORING OF MULTI-SPECTRUM INFRARED DETECTION.

COMBINING THE FACU AND RSFACU INTO A COMMON CONTROL UNIT IS NOT

PERMITTED.

3. THE FIRE ALARM & MASS NOTIFICATION CONTROL SYSTEM AND FIRE

SUPPRESSION CONTROL SYSTEM SHALL BE MONITORED BY AND REPORT TO THE

BASE-WIDE MONACO D-21 SYSTEM. ALL NECESSARY HARDWARE, LABOR AND

PROGRAMMING SHALL BE PART OF THE SCOPE OF THIS WORK FOR BOTH

STATIONS ON BASE.

4. THE EXISTING BASE WIDE AREA MASS NOTIFICATION SYSTEM SHALL BE

INTEGRATED WITH THIS PROJECT'S MASS NOTIFICATION SYSTEM. ALL

NECESSARY HARDWARE, LABOR AND PROGRAMMING SHALL BE PART OF THE

SCOPE OF THIS WORK.

5. SEE ELECTRICAL DRAWINGS FOR BUILDING ELECTRICAL HAZARD CLASSIFICATION

PLANS.

6. PROVIDE SURGE PROTECTIVE DEVICES (SPDS) TO PROTECT ALL POWER SUPPLY

CIRCUITS TO THE FACU AND RSFACU, INCLUDING ANY SUBPANELS (E.G.

AUTONOMOUS CONTROL UNIT, AMPLIFIER PANELS, NOTIFICATION APPLIANCE

CIRCUIT (NAC) BOOSTER PANELS). PROVIDE SPDS IN ACCORDANCE WITH UFC

3-520-01. PROVIDE SPDS FOR ANY FIRE ALARM CIRCUIT THAT LEAVES THE

BUILDING ENVELOPE. SURGE PROTECTION SHALL BE BOTH UL 1449…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 12, 2023.