05. DL Project Drawings.pdf

PDF 18 MB Posted Jun 23, 2020

Attached to: Construct Devils Lake Substation, Stage 06, in North Dakota
Solicitation number: 89503420BWA000017
Issued by: Department of Energy Western Area Power Administration

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Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity to construct Devils Lake Substation, Stage 06 in North Dakota. The solicitation number is 89503420BWA000017 and is being issued by the Department of Energy Western Area Power Administration. The project involves constructing the Devils Lake Substation and has an estimated value between $1,000,000 to $5,000,000. The NAICS code for this project is 237130, with a small business size standard of $39.5 million. The document refers contractors to the Annual Representations and Certifications requirement on SAM.gov and provides no other salient details regarding response dates, award timing, or other requirements.

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Other files

File	Type	Posted
21. Sol_89503420BWA000017_Amd_0002.pdf	PDF	Jul 24, 2020
DL KY14A Manufacturer Drawings - Amend 002.pdf	PDF	Jul 24, 2020
DL Drawings - Amend 002.pdf	PDF	Jul 24, 2020
DL Specifications - Amend 002.pdf	PDF	Jul 24, 2020
DL Questions and Answers - Amend 002.pdf	PDF	Jul 24, 2020
21. Sol_89503420BWA000017_Amd_0001.pdf	PDF	Jul 20, 2020
12. General Decision Number.docx	DOCX document	Jun 23, 2020
05. DL Appendix A - Geotech Report.pdf	PDF	Jun 23, 2020
05. DL Project Specifications.pdf	PDF	Jun 23, 2020
21. Sol_89503420BWA000017.pdf	PDF	Jun 23, 2020

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DEVILS LAKE SUBSTATION

STAGE 06

NORTH DAKOTA

SECTION C

DESCRIPTION/SPECIFICATIONS

Solicitation No. 89503420BWA000017 Spec. No. 20WC135416-974

PROJECT DRAWINGS

A. GENERAL:

CONSTRUCTION DRAWINGS: Construction drawings are the specification drawings and any additional drawings required for use in construction. The construction drawings will be issued after contract award and may include amendment changes and other details, which make the drawings suitable to use for construction purposes.

PROJECT DRAWINGS: Project drawings included herein are reduced reproductions and are not to scale. Some project drawings show details of fabrication and other information not a part of the work. Disregard information and details, which are not applicable.

STANDARD DRAWINGS: Where details shown on standard drawings included herein differ from construction or project drawings or text, the details of construction or project drawings or text shall govern. A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

INFORMATIONAL DRAWINGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes. These drawings do not show items to be furnished or work to be performed.

EXISTING INSTALLATION DRAWINGS: Some project drawings have the words “EXISTING INSTALLATION” appearing above the title block. These drawings show the existing installations prior to modifications and may show some new work to be performed.

REFERENCE DRAWINGS: Reference drawings referred to on project drawings and not included herein, are not necessary for bidding purposes.

CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise Western of any errors or omissions.

B. LIST OF DRAWINGS:

LOCATION MAP:

1. DL 0015 Rev. B – Location and Vicinity Map

ELECTRICAL:

2. DL 0001 Rev. L EI – Switching Diagram (Existing Installation)

3. DL 0001 Rev. M – Switching Diagram

4. DL 0010 Rev. C EI – General Plot Plan (Existing Installation)

5. DL T0010 Rev. C FIO – General Plot Plan - Temporary Shoo Fly (For Information Only)

6. DL 0019 – General Plot Plan

7. DL 1002 Rev. B EI – 41.8-kV Bus Structure - Plan and Sections (Existing Installation)

8. DL 1002 Rev. C – 41.8-kV Bus Structure - Sections H-H, I-I and J-J

9. DL 1003 Rev. B – General Arrangement Plan

10. DL 1012 Rev. C EI – 12.47-kV Bus Structure (Existing Installation)

11. DL 1012 Rev. D – 41.8-kV and 12.47-kV Area - Plan

12. DL 1013 Rev. E EI – Shunt Capacitor Install - Plan and Sections (Existing Installation)

13. DL 1013 Rev. F – Shunt Capacitor Install - Sections

14. DL 1020 – 115-kV Yard - Area Plan

15. DL 1021 – 115-kV Yard Bays 1 & 2 - Area Arrangement Plan

16. DL 1022 – 115-kV Yard Bays 3 & 4 - XFMR KY14A - Area Arrangement Plan

17. DL 1023 – 115-kV Yard Bays 5 & 6 - Area Arrangement Plan

18. DL 1024 – 115-kV Yard Bays 7 & 8 - Area Arrangement Plan

19. DL 1103 – Equipment and Material Index

20. DL 1104 – Substation Signs

21. DL 1105 – Substation Signs

22. DL 1111 Rev. C EI – 115-kV Area - Sections M-M, Q-Q and S-S (Existing Installation)

23. DL 1115 – 12.47-kV Bus Structure - Sections D-D, E-E, F-F and G-G

24. DL 1121 – 115-kV Yard Bays 1 & 2 - Sections A-A and B-B

25. DL 1122 – 115-kV Yard Bays 3 & 4 - Sections H-H and I-I

26. DL 1123 – 115-kV Yard Bays 5 & 6 - Sections L-L and M-M

27. DL 1124 – 115-kV Yard Bays 7 & 8 - Sections R-R and S-S

28. DL 1125 – 115-kV Yard Transfer Bus - Section C-C

29. DL 1126 – 115-kV Yard Main Bus - Section D-D

30. DL 1127 – Instrument Transformers - Sections

31. DL 1128 – 115-kV Cap Bank Area - Sections P-P and Q-Q

32. DL 1500 Rev. B – Key Grounding Plan

33. DL 1510 Rev. C EI – 41.8-kV Bus Structures - Grounding, Conduit, and Buried Cable Plan (Existing Installation)

34. DL 1510 Rev. D – 41.8-kV Bus Structures - Grounding Plan

35. DL 1512 Rev. B FIO – 12.47-kV Area - Grounding, Conduit, and Buried Cable Plan (For Information Only)

36. DL 1520 – 115-kV Yard - General Grounding Plan

37. DL 1521 – 115-kV Yard Bays 1 & 2 - Area Grounding Plan

38. DL 1522 – 115-kV Yard Bays 3 & 4 - XFMR KY14A - Area Grounding Plan

39. DL 1523 – 115-kV Yard Bays 5 & 6 - Area Grounding Plan

40. DL 1524 – 115-kV Bays 7 & 8 - Area Grounding Plan

41. DL 1600 – Station Service - DWA and DWB Wiring Diagram https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

PROJECT DRAWINGS

42. DL 1620 – Station Service - 240/120V Wiring Diagram

43. DL 1710 – 41.8-kV Bus Structures - Conduit and Buried Cable Plan

44. DL 1712 – 12.47-kV Area - Conduit and Buried Cable Plan

45. DL 1720 – 115-kV - General Conduit Plan

46. DL 1721 – 115-kV Yard Bays 1 & 2 - Area Conduit Plan

47. DL 1722 – 115-kV Yard Bays 3 & 4 - XFMR KY14A - Area Conduit Plan

48. DL 1723 – 115-kV Yard Bays 5 & 6 - Area Conduit Plan

49. DL 1724 – 115-kV Yard Bays 7 & 8 - Area Conduit Plan

50. DL 1730 – Pull Box PB1 - Plan and Sections

51. DL 1731 – Civil - Concrete Encased Duct Bank Section

CIVIL & SITE DRAWINGS:

52. DL 2050 Rev. C EI – Grading Plan (Existing Installation)

53. DL 2050 Rev. D – Grading Plan

54. DL 2051 Rev. B FIO – Grading - Sections and Details (For Information Only)

55. DL 2053 Rev. A FIO – Runoff Detention Details (For Information Only)

56. DL 2054 – Civil - Site Plan

57. DL 2055 – Civil - Grading Plan

58. DL 2056 – Grading at Service Building Details

59. DL 2057 – Civil - Sections(1 of 2)

60. DL 2058 – Civil - Sections (2 of 2)

61. DL 2059 – Civil - Details

62. DL 2060 Rev. C FIO – Site Oil Containment Plan (For information Only)

63. DL 2062 – Oil Containment - Plan, Section and Cover

64. DL 2063 – Oil Containment - Sections and Details

FOUNDATION AND STRUCTURAL DRAWING INDEX:

65. DL 2033 Rev. C – Foundation/Structural Data and Drawing Index

CONCRETE:

66. DL 2002 Rev. J EI – Foundation General Plan (Existing Installation)

67. DL 2002 Rev. K – Foundation General Plan

68. DL 2015 Rev. A EI – 115-kV Approach Structures - Steel Poles and Foundations Location, Outlines and Details (Existing Installation)

69. DL 2034 Rev. E EI – Foundation Plan - 115-kV, 41.6-kV, & 12.47-kV Areas (Existing Installation)

70. DL 2034 Rev. F – 115-kV, 41.6-kV, & 12.47-kV Areas - Foundation Plan

71. DL 2035 Rev. B EI – Foundation Plan - 115-kV & Shunt Capacitor Areas (Existing Installation)

72. DL 2035 Rev. C – Foundation Plan - 115-kV & Shunt Capacitor Areas

73. DL 2200 – 115-kV Yard Bays 1 & 2 - Area Foundation Plan

74. DL 2201 – 115-kV Yard Bays 3 & 4 - XFMR KY14A - Area Foundation Plan

75. DL 2202 – 115-kV Yard Bays 5 & 6 - Area Foundation Plan

76. DL 2203 – 115-kV Yard Bays 7 & 8 - Area Foundation Plan

77. DL 2003 Rev. D – Foundations - Outline and Reinforcement

78. DL 2005 Rev. C – Concrete Structures Foundations - Outline and Reinforcement

79. DL 2022 Rev. B – Concrete Foundations - Outline and Reinforcement

80. DL 2023 Rev. B – Foundations - Concrete Outline and Reinforcement

81. DL 2038 Rev. A – Foundations - Outline and Reinforcement

82. DL 2300 – Foundations - Outline and Reinforcement

83. DL 2301 – Foundations - Outline and Reinforcement

84. DL 2302 – Foundations - Outline and Reinforcement

85. DL 2303 – Foundations - Outline and Reinforcement

86. DL 2304 – Foundations - Outline and Reinforcement

87. DL 2305 – Foundations - Outline and Reinforcement

88. DL 2306 – Foundations - Outline and Reinforcement

CABLE TRENCH:

89. DL 2500 – Cable Trench Plan & Sections

TRANSMISSION LINE STEEL POLE STRUCTURES FOUNDATIONS:

90. DL-CA 2106 – Type 165D Steel Pole Structures – Foundations

91. RG-DL 2101 – Type 151D Steel Pole Structures – Foundations

STEEL STRUCTURES:

92. DL 2550 – Anchor Bolts

93. DL 2006-1 – Steel Structures -115-kV Bus Structure – General Plans and Elevations (Sheet 1 of 5)

PROJECT DRAWINGS

94. DL 2006-2 – Switchyard – Steel Structures - 115-kV Bus Structure - Column Assemblies (Sheet 2 of 5)

95. DL 2007 Rev. B – Steel Structures - 46-kV Bus Structure

96. DL 2600 – 115-kV Take-Off Structure - Type I - Elevations

97. DL 2601 – 115-kV Take-Off Structure - Type I - Assemblies and Connections

98. DL 2602 – 115-kV Take-Off Structure - Type I - Assemblies and Connections

99. DL 2603 – 115-kV Take-Off Structure - Type II - Elevations

100. DL 2604 – 115-kV Take-Off Structure - Type II - Assemblies and Connections

101. DL 2605 – Bus Tower -Type I - Elevations

102. DL 2606 – Bus Tower - Type I - Assemblies and Connections

103. DL 2607 – Bus Tower - Type II - Elevations

104. DL 2608 – Bus Tower - Type II - Assemblies and Connections

105. DL 2609 – Switch Supports

106. DL 2610 – Ground Switch Supports

107. DL 2611 – Bus Frames

108. DL 2612 – Bus Poles

109. DL 2613 – Tee Poles

110. DL 2614 – Equipment Supports

111. DL 2615 – 45-Ft. Ground Mast

112. DL 2041 – Switch Operating Platforms - Steel Design and Details

113. DL 2925 – Equipment Cabinet Platforms - Steel Design and Details

114. DL 2926 – Transformer Platforms - Steel Design and Details

TRANSMISSION LINE STEEL POLE STRUCTURES:

115. 43-139D 2200 FIO – 139D Pole Structures - Outline and Design (For Information Only)

116. 43-151D 2200 Rev. B – 151D Steel Pole Structures - Outline and Design Loads

117. 43-165D 2200 – 165D Steel Pole Structures - Outline and Design Loads

118. 41 2701 Rev. C – Steel Pole Structures - Fall Protection Anchorage Plates

119. 41 9027-2 Rev. A – Steel Pole Structures - Aerial Patrol Mile Marker and Structure Number Signs (Sh. 2 of 3)

120. 43 2206 Rev. H – Steel Pole Structures - Maintenance Provisions – Outlines

121. 43 2210 Rev. J – Steel Pole Structures - Maintenance Provisions – Details

122. 43 2214 Rev. A – Steel Pole Structures - Maintenance Provisions – Outlines

STRINGING REQUIREMENTS:

123. DL 2021 Rev. B – Stringing Requirements

124. DL 2900 – Stringing Requirements

SUBSTATION MICROWAVE TOWER:

125. DL 2880 – 120 Foot 3 Leg Tower Outline And Details

126. DL 2890 – 120 Foot 3 Leg Comm Tower - Tower Foundation Layout

127. DL 2891 – 120 Foot 3 Leg Comm Tower - Auger Type Foundation

128. DL 2892 – 120 Foot 3 Leg Comm Tower - Bridge Channel Support

SERVICE BUILDING:

129. DL 3025 – Architectural - Floor Plan

130. DL 3026 – Architectural - Reflected Ceiling Plan

131. DL 3027 – Architectural - Exterior Elevations

132. DL 3028 – Architectural - Building Sections

133. DL 3029 – Architectural - Detailed Sections

134. DL 3030 – Architectural - Details

135. DL 3031 – Architectural - Detailed Sections

136. DL 3032 – Architectural - Hollow Metal Door Details

137. DL 3200 – General Structural Notes, Abbreviations, & Reference Drawings

138. DL 3201 Rev. A – Structural - Foundation Plan

139. DL 3202 – Structural - Roof Framing Plan

140. DL 3203-1 – Structural - Foundation Sections & Details (Sheet 1 of 2)

141. DL 3203-2 – Structural - Foundation Sections & Details (Sheet 2 of 2)

142. DL 3204-1 – Structural - Foundation/Cable Entry Details (Sheet 1 of 3)

143. DL 3204-2 – Structural - Foundation/Cable Entry Details (Sheet 2 of 3)

144. DL 3204-3 – Structural - Foundation/Cable Entry Details (Sheet 3 of 3)

145. DL 3205-1 – Structural - Typical Wood-Framed Wall (Sheet 1 of 2)

146. DL 3205-2 – Structural - Typical Wood-Framed Wall (Sheet 2 of 2)

147. DL 3206 – Structural - Equipment Mounting Details

PROJECT DRAWINGS

148. 31 2051 Rev. B – Service Building - Structural - Building Entry Platforms

149. 01-2006-1 – Building Slabs-On-Ground - Specifications, Notes, Plans and Details (Sheet 1 of 3)

150. 01-2006-2 – Building Slabs-On-Ground - Specifications, Notes, Plans and Details (Sheet 2 of 3)

151. 01-2006-3 – Building Slabs-On-Ground - Specifications, Notes, Plans and Details (Sheet 3 of 3)

152. DL 3300 – Mechanical - General Notes and Legend

153. DL 3301 – Mechanical - HVAC Floor Plan

154. DL 3302 – Mechanical - HVAC Details I

155. DL 3303 – Mechanical - HVAC Details II

156. DL 3304 – Mechanical - Schedules

157. DL 3305 – Mechanical - HVAC Controls

158. DL 3306 – Mechanical - HVAC Sections I

159. DL 3307 – Mechanical - HVAC Sections II

160. DL 3400 – Electrical - Power Plan

161. DL 3401 – Electrical - Lighting Plan

162. DL 3402 – Electrical - Security Plan

163. DL 3403 – Electrical - Panelboards DHA, DHA1

164. DL 3404 – Electrical - Wiring Devices Schematic

165. DL 3405 – Electrical - Luminaire and Equipment Schedules

166. DL 4040 – Arrangement, Conduit, and Grounding

167. DL 6040 – 125VDC DC Distribution Panels - BHA1 & BHA2 - Wiring Diagram

CONTROLS:

168. DL T600 – Control Cable List

GEOLOGY:

169. DL 8027 – Borehole Location Plan

170. DL 8028 – Penetration and Resistance Log - BH19-1

171. DL 8029 - Penetration and Resistance Log - BH19-2

172. DL 8030 – Penetration and Resistance Log - BH19-3

173. DL 8031 – Penetration and Resistance Log - BH19-4

174. DL 8032 – Penetration and Resistance Log - BH19-5

175. DL 8033 – Penetration and Resistance Log – Key to Symbols

STANDARD DRAWINGS:

Following is a partial list of Standard Drawings needed for this specification that supersede WAPA Standard Drawings available at: https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

176. 31 1085 Rev. I – Substation Standards - Terminal and Fuse Boxes

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EXISTING INSTALLATION

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EXPLANATION

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INDICATES DEMO WORK FOR STAGE 06

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KY1A

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NOTE

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41.8KV PLAN AREA IS MOVED TO DRAWING DL 1012.

OTTERTAIL LINE

DL 341

DISC SW YX3A 41.8KV

OTTERTAIL LINE

DL 342

PCB JX3A 41.8KV

OTTERTAIL LINE

DL 343

DISC SW WX3A 41.8KV

OTTERTAIL LINE

DL 349

DISC SW XX3A 41.8KV

OTTERTAIL LINE

VX3A1

VOLTAGE XFMR 41.8KV

OTTERTAIL LINE

QX3A1

CURRENT XFMR 41.8KV

OTTERTAIL LINE

EX3A

VX3A SECONDARY FUSES

41.8KV BUS

VX1A1

VOLTAGE XFMR 41.8KV

TRANSFORMER KY14A

EX1A

VX1A SECONDARY FUSES

SHUNT CAPACITOR BANK

PX2A1

SHUNT CAPACITOR PX2A

VX2A1

VOLTAGE XFMR 41.8KV

SHUNT CAPACITOR PX2A

EX2A

VX2A SECONDARY FUSES

TRANSFORMER KY14A

DL 143

DISC SW WX1A 41.8KV

TRANSFORMER

KY14A

115KV TRANSFER BUS

VY11C1

CCVT 115KV

115KV TRANSFER BUS

EY11C

VY11C SECONDARY FUSES

115KV MAIN BUS

VY11B1

CCVT 115KV

115KV MAIN BUS

EY11B

VY11B SECONDAY FUSES

LEEDS LINE

DL 1160

GND SW ZY11A 115KV

LEEDS LINE

DL 1161

DISC SW YY11A 115KV

LEEDS LINE

DL 1162

PCB JY11A 115KV

LEEDS LINE

DL 1163

DISC SW WY11A 115KV

LEEDS LINE

DL 1165

DISC SW YY11B 115KV

LEEDS LINE

VY11A1

CCVT 115KV

LEEDS LINE

EY11A

VY11A SECONDARY FUSES

SHUNT CAPACITOR PY15A

DL 1560

GND SW ZY15A 115KV

SHUNT CAPACITOR PY15A

DL 1563

DISC SW WY15A 115KV

SHUNT CAPACITOR PY15A

DL 1564

PCB JY15A 115KV

SHUNT CAPACITOR PY16A

KY16A1

CURRENT LIMITING REACTOR

41.8KV BUS

VX1A2

VOLTAGE XFMR 41.8KV

41.8KV BUS

VX1A3

VOLTAGE XFMR 41.8KV

SHUNT CAPACITOR BANK

PX2A2

SHUNT CAPACITOR BANK

PX2A3

SHUNT CAPACITOR PX2A

VX2A2

VOLTAGE XFMR 41.8KV

SHUNT CAPACITOR PX2A

VX2A3

VOLTAGE XFMR 41.8KV

115KV MAIN BUS

VY11B2

CCVT 115KV

115KV MAIN BUS

VY11B3

CCVT 115KV

TRANSFER BAY

DL 1261

DISC SW WY12B 115KV

TRANSFER BAY

DL 1263

DISC SW WY12A 115KV

TRANSFER BAY

DL 1266

PCB JY12A 115KV

LAKOTA LINE

DL 1360

GND SW ZY13A 115KV

LAKOTA LINE

DL 1361

DISC SW YY13A 115KV

LAKOTA LINE

DL 1362

PCB JY13A 115KV

LAKOTA LINE

DL 1363

DISC SW WY13A 115KV

LAKOTA LINE

DL 1365

DISC SW YY13B 115KV

LAKOTA LINE

VY13A1

CCVT 115KV

LAKOTA LINE

EY13A

VY13A SECONDARY FUSES

TRANSFORMER KY14A

DL 1460

GND SW ZY14A 115KV

TRANSFORMER KY14A

DL 1461

DISC SW YY14A 115KV

TRANSFORMER KY14A

DL 1462

PCB JY14A 115KV

TRANSFORMER KY14A

DL 1463

DISC SW WY14A 115KV

TRANSFORMER KY14A

DL 1465

DISC SW YY14B 115KV

TRANSFORMER KY14A

VY14A1

CCVT 115KV

TRANSFORMER KY14A

EY14A

VY14A SECONDARY FUSES

SHUNT CAPACITOR PY16A

DL 1660

GND SW ZY16A 115KV

SHUNT CAPACITOR PY16A

DL 1663

DISC SW WY16A 115KV

SHUNT CAPACITOR PY16A

DL 1664

PCB JY16A 115KV

SHUNT CAPACITOR PY16A

KY16A2

CURRENT LIMITING REACTOR

SHUNT CAPACITOR PY16A

KY16A3

CURRENT LIMITING REACTOR

SHUNT CAPACITOR BANK

PY15A1

SHUNT CAPACITOR BANK

PY15A2

SHUNT CAPACITOR BANK

PY15A3

SHUNT CAPACITOR PY15A

VY15A1

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY15A

VY15A2

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY15A

VY15A3

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY15A

EY15A

VY15A SECONDARY FUSES

SHUNT CAPACITOR BANK

PY16A1

SHUNT CAPACITOR BANK

PY16A2

SHUNT CAPACITOR BANK

PY16A3

SHUNT CAPACITOR PY16A

VY16A1

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY16A

VY16A2

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY16A

VY16A3

VOLTAGE XFMR 115KV

SHUNT CAPACITOR PY16A

EY16A

VY16A SECONDARY FUSES

CARRINGTON LINE

DL 1760

GND SW ZY17A 115KV

CARRINGTON LINE

DL 1761

DISC SW YY17A 115KV

CARRINGTON LINE

DL 1762

PCB JY17A 115KV

CARRINGTON LINE

DL 1763

DISC SW WY17A 115KV

CARRINGTON LINE

DL 1765

DISC SW YY17B 115KV

OTTERTAIL LINE

VX3A3

VOLTAGE XFMR 41.8KV

OTTERTAIL LINE

QX3A3

CURRENT XFMR 41.8KV

OTTERTAIL LINE

EX3B

QX3A SHORTING BLOCKS

SHUNT CAPACITOR PX2A

DL 240

GND SW ZX2A 41.8KV

SHUNT CAPACITOR PX2A

DL 243

DISC SW WX2A 41.8KV

SHUNT CAPACITOR PX2A

DL 244

PCB JX2A 41.8KV

RAMSEY OTP2 LINE

DL 1860

GND SW ZY18A 115KV

RAMSEY OTP2 LINE

DL 1861

DISC SW YY18A 115KV

RAMSEY OTP2 LINE

DL 1862

PCB JY18A 115KV

RAMSEY OTP2 LINE

DL 1863

DISC SW WY18A 115KV

RAMSEY OTP2 LINE

DL 1865

DISC SW YY18B 115KV

RAMSEY OTP2 LINE

VY18A1

CCVT 115KV

RAMSEY OTP2 LINE

EY18A

VY18A1 SECONDARY FUSES

RAMSEY OTP2 LINE

QY18A1

CURRENT XFMR 115KV

RAMSEY OTP2 LINE

QY18A2

CURRENT XFMR 115KV

RAMSEY OTP2 LINE

QY18A3

CURRENT XFMR 115KV

RAMSEY OTP2 LINE

EY18B

QY18A SHORTING BLOCKS

STATION SERVICE

DW1A

MAIN BREAKER 240V

STATION SERVICE

GEN

EMER GENERATOR CABINET

TRANSFORMER KX4A

DL 441

DISC SW WX4A 41.8KV

TRANSFORMER KX4A

DL 443

FUSE FX4A 41.8KV

CARRINGTON LINE

VY17A1

CCVT 115KV

CARRINGTON LINE

EY17A

VY17A SECONDARY FUSES

STATION SERVICE XFMR

KW4A

12470-120/240V 112.5KVA

MINNKOTA POWER COOP

EW4A

VW4A SECONDARY FUSES

MINNKOTA POWER COOP

EW4B

QW4A SHORTING BLOCKS

30.00'

AutoCAD SHX Text 30.00'

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PULL BOX

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FINISHED GRADE

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EXISTING GROUND

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EXISTING GROUND

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PULL BOX

AutoCAD SHX Text 17''x4'-6" DUCT BANK

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6" NDDOT ROAD BASE

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4" SCH 40 PVC CONDUIT

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6" NDDOT ROAD BASE

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text S:\projects\Substations\DevilsLake\DevilsLake.06\Drawings\DesignDrawings\C3D\dl_1731.dwg Last Saved By: VanDerPol, Brian (CONTR) on 3/30/2020 11:47 AM Last Saved By: VanDerPol, Brian (CONTR) on 3/30/2020 11:47 AMVanDerPol, Brian (CONTR) on 3/30/2020 11:47 AM on 3/30/2020 11:47 AM3/30/2020 11:47 AM

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APPROVED

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DESIGNED

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CIVIL ENGINEERING MANAGER

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DEVILS LAKE SUBSTATION

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NORTH DAKOTA

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CIVIL

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CONCRETE ENCASED DUCT BANK SECTION

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KYLE VAUGHN

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GINA CRAWFORD

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XREF(S)=

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DL_9500, DL_9510

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DL_9512.

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SCALE OF FEET

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AutoCAD SHX Text 1"=10'-0"

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VERT SCALE:1"=2'

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FINISHED GRADE

MARCH 30, 2020

F O

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A ug

4, 3-

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TYPE 151D (BP) (BASE-PLATED)

AutoCAD SHX Text "H"

AutoCAD SHX Text

TYPE 151D (DE) (DIRECT-EMBEDDED)

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text

TYPE 151D (BP) BASE DETAIL

AutoCAD SHX Text D

AutoCAD SHX Text

TYPICAL JUMPER ATTACHMENT SECTION C-CSECTION C-C

AutoCAD SHX Text

COVER PLATE NOT SHOWN

AutoCAD SHX Text

TYPICAL LOWER TENSION INSULATOR ATTACHMENT

AutoCAD SHX Text

SECTION A-A LINE POST INSULATOR ATTACHMENT

AutoCAD SHX Text B

AutoCAD SHX Text

TYPICAL OGW AND UPPER TENSION INSULATOR ATTACHMENT

AutoCAD SHX Text 3"

AutoCAD SHX Text

SECTION B-B LINE POST INSULATOR ATTACHMENT

AutoCAD SHX Text

APPROVED

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DESIGNED

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text CASE A - NESC HEAVY INTACT WIND ON STRUCTURE = 10 PSF DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text CASE B - HIGH WIND INTACT WIND ON STRUCTURE = 30 PSF DEAD LOAD OF STRUCTURE x 1.15

AutoCAD SHX Text CASE C - RIME ICE INTACT WIND ON STRUCTURE = 5 PSF DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text

TYPE 151D (DE) BASE DETAIL

AutoCAD SHX Text "D"

AutoCAD SHX Text "E"

AutoCAD SHX Text

TRANSMISSION LINE STRUCTURES

AutoCAD SHX Text

151D STEEL POLE STRUCTURES

AutoCAD SHX Text

OUTLINE AND DESIGN LOADS

AutoCAD SHX Text

BOBBY HAGLER

AutoCAD SHX Text

DOUG HANSON

AutoCAD SHX Text

JANUARY 26, 2006

AutoCAD SHX Text 43-151D

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text CASE D - NESC HEAVY DEADEND 45g LINE ANGLE WIND ON STRUCTURE = 10 PSF DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text CASE E - RIME ICE DEADEND 45g LINE ANGLE WIND ON STRUCTURE = 5 PSF DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text CASE F - NESC HEAVY DEADEND 0g LINE ANGLE WIND ON STRUCTURE = 10 PSF DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text CASE G - RIME ICE DEADEND 0g LINE ANGLE WIND ON STRUCTURE = 5 PSF DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text 7.1

AutoCAD SHX Text 21.1

AutoCAD SHX Text 7.0

AutoCAD SHX Text 18.7

AutoCAD SHX Text 3.0

AutoCAD SHX Text 12.9

AutoCAD SHX Text 2.5

AutoCAD SHX Text 14.2

AutoCAD SHX Text 10.6

AutoCAD SHX Text 22.5

AutoCAD SHX Text 13.9

AutoCAD SHX Text 16.9

AutoCAD SHX Text 3.9

AutoCAD SHX Text 10.6

AutoCAD SHX Text 3.5

AutoCAD SHX Text 9.4

AutoCAD SHX Text 20.0

AutoCAD SHX Text 21.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 11.3

AutoCAD SHX Text 7.0

AutoCAD SHX Text 8.4

AutoCAD SHX Text 18.2

AutoCAD SHX Text 23.5

AutoCAD SHX Text 3.9

AutoCAD SHX Text 1.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.1

AutoCAD SHX Text 21.7

AutoCAD SHX Text 23.7

AutoCAD SHX Text 5.6

AutoCAD SHX Text 1.6

AutoCAD SHX Text 7.0

AutoCAD SHX Text 0.9

AutoCAD SHX Text 19.7

AutoCAD SHX Text 25.4

AutoCAD SHX Text A

AutoCAD SHX Text 10-24-14

AutoCAD SHX Text

A7-BGH

AutoCAD SHX Text

UPDATED NOTES. MINOR REVISIONS.

AutoCAD SHX Text NOTES 1. LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD FACTORS. 2. WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL SPANS. 3. STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON THE STRUCTURE, AND WIRE LOADS FOR EACH LOADING CASE. 4. STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS ARE NOT PERMITTED. 5. WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED ON A SHAPE FACTOR OF 1.0 FOR CIRCULAR SECTIONS. FOR SECTIONS OTHER THAN CIRCULAR, MULTIPLY THE PRESSURES BY THE FOLLOWING SHAPE FACTORS: ELLIPTICAL=1.2 (MAJOR AXIS) 0.9 (MINOR AXIS) 12-SIDED=1.1 8-SIDED=1.4 6-SIDED=1.4 4-SIDED=2.0 6. DESIGN LOADS ARE BASED ON 795 KCM ACSR 26/7 DESIGN LOADS ARE BASED ON 795 KCM ACSR 26/7 "DRAKE" CONDUCTOR AND TWO 1/2o, 7-STRAND, HIGH-STRENGTH STEEL OVERHEAD GROUND WIRES. 7. SUM OF ADJACENT SPANS 2400 FT SUM OF ADJACENT SPANS 2400 FT 2400 FT FT 8. LOW POINT DISTANCE 2000 FT LOW POINT DISTANCE 2000 FT 2000 FT FT 9. LINE ANGLE 0-45g LINE ANGLE 0-45g 0-45g 10. NESC HEAVY:1/2" RADIAL ICE, 4 PSF WIND AT 0gF. NESC HEAVY:1/2" RADIAL ICE, 4 PSF WIND AT 0gF. RULING SPAN 1000 FT 1000 FT FT TENSIONS: CONDUCTOR 13,130 LB CONDUCTOR 13,130 LB 13,130 LB LB OGW 7172 LB 7172 LB LB 11. HIGH WIND:100 MPH 3-SECOND GUST AT 60gF IN HIGH WIND:100 MPH 3-SECOND GUST AT 60gF IN ACCORDANCE WITH NESC C2-2012. TENSIONS: CONDUCTOR 12,302 LB CONDUCTOR 12,302 LB 12,302 LB OGW 5630 LB 5630 LB WIND ON WIRES 26 PSF 26 PSF 12. RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF 1 1/2" RADIAL RIME (40 PCF), 4 PSF WIND AT 30gF. TENSIONS: CONDUCTOR 17,839 LB CONDUCTOR 17,839 LB 17,839 LB OGW 11,526 LB 11,526 LB 13. "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE DESIGNATIONS LISTED IN SPECIFICATIONS. 14. EMBEDMENT DEPTH "E" SHALL BE AS LISTED IN EMBEDMENT DEPTH "E" SHALL BE AS LISTED IN SPECIFICATIONS. 15. MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE MAXIMUM POLE BASE DIAMETER PLUS 1 FOOT.

AutoCAD SHX Text S:\Engineering\Guides\Design Criteria\Steel Pole Design\All Drawings\Steel Pole Design Drawings (AutoCad)\43_151_d_2200b.dwg Last Saved By: Perry, Bronson on 8/21/2017 11:50 AM Last Saved By: Perry, Bronson on 8/21/2017 11:50 AMPerry, Bronson on 8/21/2017 11:50 AM on 8/21/2017 11:50 AM8/21/2017 11:50 AM

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text c TRANSMISSION LINE

AutoCAD SHX Text B

AutoCAD SHX Text 03-21-16

AutoCAD SHX Text

A7-BGH

AutoCAD SHX Text

UPDATED NOTES. MINOR REVISIONS.

GROUND LINE

"D"

AutoCAD SHX Text "D"

AutoCAD SHX Text "E"

AutoCAD SHX Text "H"

AutoCAD SHX Text A

AutoCAD SHX Text

TYPE 165D (DE)

AutoCAD SHX Text

(DIRECT-EMBEDDED)

AutoCAD SHX Text 3"

AutoCAD SHX Text

TYPICAL OGW AND TENSION

AutoCAD SHX Text

INSULATOR ATTACHMENT

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

LINE POST INSULATOR ATTACHMENT

AutoCAD SHX Text B

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

LINE POST INSULATOR ATTACHMENT

AutoCAD SHX Text

TYPE 165D (BP)

AutoCAD SHX Text

(BASE-PLATED)

AutoCAD SHX Text 13.8

AutoCAD SHX Text 5.7

AutoCAD SHX Text 23.5

AutoCAD SHX Text 2.0

AutoCAD SHX Text 9.0

AutoCAD SHX Text 12.4

AutoCAD SHX Text 8.2

AutoCAD SHX Text 2.9

AutoCAD SHX Text 16.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 13.0

AutoCAD SHX Text 24.1

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 11.7

AutoCAD SHX Text 24.8

AutoCAD SHX Text 14.5

AutoCAD SHX Text NOTES 1. LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD FACTORS. 2. WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL SPANS. 3. STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON THE STRUCTURE, AND WIRE LOADS FOR EACH LOADING CASE. STRUCTURE DESIGN SHALL ACCOUNT FOR TRANSVERSE WIRE AND WIND LOADS BEING APPLIED IN EACH DIRECTION; I.E., LEFT OR RIGHT. 4. STRUCTURE SHALL BE DESIGN SELF SUPPORTING; GUYS STRUCTURE SHALL BE DESIGN SELF SUPPORTING; GUYS ARE NOT PERMITTED. 5. WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED ON A SHAPE FACTOR OF 1.0 FOR CIRCULAR SECTIONS. FOR SECTIONS OTHER THAN CIRCULAR, MULTIPLY THE PRESSURES BY THE FOLLOWING SHAPE FACTORS: ELLIPTICAL=1.2 (MAJOR AXIS) 0.9 (MINOR AXIS) 12-SIDED=1.1 8-SIDED=1.4 6-SIDED=1.4 4-SIDED=2.0 6. DESIGN LOADS ARE BASED ON 477 KCM ACSR 26/7 DESIGN LOADS ARE BASED ON 477 KCM ACSR 26/7 "HAWK" CONDUCTOR AND TWO 1/2"o, 7-STRAND, HIGH-STRENGTH STEEL OVERHEAD GROUND WIRES. 7. SUM OF ADJACENT SPANS 2320 FT SUM OF ADJACENT SPANS 2320 FT 2320 FT 8. LOW POINT DISTANCE 2320 FT LOW POINT DISTANCE 2320 FT 2320 FT 9. LINE ANGLE 0-45g LINE ANGLE 0-45g 0-45g 10. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF AT 0gF. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF AT 0gF. 1/2" RADIAL ICE, 4 PSF AT 0gF. RULING SPAN 1060 FT 1060 FT TENSIONS (HORZ.): CONDUCTOR 9500 LB CONDUCTOR 9500 LB OGW 8150 LB 11. HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN 100 MPH 3-SECOND GUST AT 60gF IN ACCORDANCE WITH NESC C2-2012. TENSIONS (HORZ.): CONDUCTOR 8240 LB CONDUCTOR 8240 LB OGW 5995 LB WIND ON WIRES 25 PSF 12. RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF 1 1/2" RADIAL RIME (40 PCF), 4 PSF AT 30gF. TENSIONS (HORZ.): CONDUCTOR 13,520 LB CONDUCTOR 13,520 LB 13,520 LB OGW 12,525 LB 12,525 LB 13. "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE DESIGNATIONS LISTED IN SPECIFICATIONS. 14. CONTRACTOR SHALL DETERMINE EMBEDMENT DEPTH "E" CONTRACTOR SHALL DETERMINE EMBEDMENT DEPTH "E" BASED ON CRITERIA IN SPECIFICATIONS. 15. MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE MAXIMUM POLE BASE DIAMETER PLUS 1 FOOT.

AutoCAD SHX Text 8.2

AutoCAD SHX Text 5.2

AutoCAD SHX Text 6.5

AutoCAD SHX Text 12.0

AutoCAD SHX Text 25.5

AutoCAD SHX Text 13.7

AutoCAD SHX Text S:\projects\TransmissionLines\BigGeorge_NorthCody.2017\Drawings\DesignDrawings\Civil\43_165_d_2200.dwg Last Saved By: Denton, Debra on 4/19/2018 8:04 AM Last Saved By: Denton, Debra on 4/19/2018 8:04 AMDenton, Debra on 4/19/2018 8:04 AM on 4/19/2018 8:04 AM4/19/2018 8:04 AM

AutoCAD SHX Text "H"

AutoCAD SHX Text "D"

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1/2" PLATE

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AutoCAD SHX Text 13.8

AutoCAD SHX Text 5.7

AutoCAD SHX Text 13.8

AutoCAD SHX Text 5.7

AutoCAD SHX Text 2.0

AutoCAD SHX Text 9.0

AutoCAD SHX Text 2.0

AutoCAD SHX Text 9.0

AutoCAD SHX Text 10.0

AutoCAD SHX Text 13.0

AutoCAD SHX Text 10.0

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AutoCAD SHX Text 3.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 14.5

AutoCAD SHX Text 3.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 14.5

AutoCAD SHX Text 5.2

AutoCAD SHX Text 6.5

AutoCAD SHX Text 13.7

AutoCAD SHX Text 5.2

AutoCAD SHX Text 6.5

AutoCAD SHX Text 13.7

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.1

AutoCAD SHX Text 0.9

AutoCAD SHX Text 1.5

AutoCAD SHX Text 26.9

AutoCAD SHX Text 15.7

AutoCAD SHX Text 8.2

AutoCAD SHX Text 5.2

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.5

AutoCAD SHX Text 27.6

AutoCAD SHX Text 14.9

AutoCAD SHX Text 3.1

AutoCAD SHX Text 5.2

AutoCAD SHX Text 0.9

AutoCAD SHX Text 15.7

AutoCAD SHX Text 0.9

AutoCAD SHX Text 15.7

AutoCAD SHX Text 0.8

AutoCAD SHX Text 14.9

AutoCAD SHX Text 0.8

AutoCAD SHX Text 14.9

AutoCAD SHX Text

TYPE 165D (DE)

AutoCAD SHX Text

BASE DETAIL

AutoCAD SHX Text "E"

AutoCAD SHX Text 1'-6"e

AutoCAD SHX Text

CASE F

AutoCAD SHX Text

NESC HEAVY DEADEND

AutoCAD SHX Text 0g LINE ANGLE

AutoCAD SHX Text

WIND ON STRUCTURE = 10 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text

CASE G

AutoCAD SHX Text

RIME ICE DEADEND

AutoCAD SHX Text 0g LINE ANGLE

AutoCAD SHX Text

WIND ON STRUCTURE = 5 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text

CASE A

AutoCAD SHX Text

NESC HEAVY INTACT

AutoCAD SHX Text

WIND ON STRUCTURE = 10 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text

CASE B

AutoCAD SHX Text

HIGH WIND INTACT

AutoCAD SHX Text

WIND ON STRUCTURE = 32 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text

CASE C

AutoCAD SHX Text

RIME ICE INTACT

AutoCAD SHX Text

WIND ON STRUCTURE = 5 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text

CASE D

AutoCAD SHX Text

NESC HEAVY DEADEND

AutoCAD SHX Text 45g LINE ANGLE

AutoCAD SHX Text

WIND ON STRUCTURE = 10 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text

CASE E

AutoCAD SHX Text

RIME ICE DEADEND

AutoCAD SHX Text 45g LINE ANGLE

AutoCAD SHX Text

WIND ON STRUCTURE = 5 PSF

AutoCAD SHX Text DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text C

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

TRANSMISSION LINE STRUCTURE

AutoCAD SHX Text

165D STEEL POLE STRUCTURES

AutoCAD SHX Text

OUTLINE AND DESIGN LOADS

AutoCAD SHX Text

B.E. PERRY

AutoCAD SHX Text

GINA CRAWFORD

AutoCAD SHX Text 43-165D

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text April 19, 2018

AutoCAD SHX Text

TYPE 165D (BP)

BASE DETAIL

HVAC LEGEND

CONTROL DAMPER, MOTOR

OPERATED

MANUAL BALANCE DAMPER

BACKDRAFT DAMPER

ACCESS DOOR (AD)

ACCESS PANEL (AP)

AD S

DAMPERS:

FIRE (F) -

SMOKE (S) -

FIRE SMOKE (F/S) -

SECURITY BARS

FLEXIBLE DUCT

CONNECTION

RECTANGLUAR ELBOW WITH

TURNING VANES

RECTANGULAR TEE WITH

TURNING VANES

RECTANGULAR RADIUS

ELBOW

R RISE IN RESPECT TO

AIR-FLOW

D DROP IN RESPECT TO

AIR-FLOW

SQUARE OR RECTANGULAR

TO ROUND TRANSITION

SUPPLY AIR OR OUTSIDE AIR

RECTANGULAR DUCT

SECTION

RETURN AIR RECTANGULAR

DUCT SECTION

EXHAUST AIR RECTANGULAR

DUCT SECTION

ROUND FLEXIBLE DUCT

(5'-0" MAX LENGTH)

SQUARE OR RECTANGULAR

SUPPLY DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

T THERMOSTAT

CO2 CARBON DIOXIDE SENSOR

H HUMIDISTAT

LINEAR SLOT DIFFUSER

VAV- VARIABLE AIR VOLUME

TERMINAL BOX

(3'-0") FINNED TUBE RADIATION.

LENGTH OF ELEMENT SHOWN

IN PARENTHESIS

ESS EMERGENCY SHUT-OFF

SWITCH

M MOTOR

FCP FAN CONTROL PANEL

AIRFLOW ARROW

BA BREATHING AIR DROP

CA COMPRESSED AIR DROP

SUPPLY AIR OR OUTSIDE AIR

ROUND DUCT SECTION

RETURN AIR ROUND DUCT

SECTION

EXHAUST AIR ROUND DUCT

SECTION

DP DIFFERENTIAL PRESSURE

SENSOR

S STATIC PRESSURE SENSOR

OCC OCCUPANCY SENSOR

ROUND & RECTANGULAR

DUCT TAKEOFF

CO CARBON MONOXIDE SENSOR

HS HYDROGEN SENSOR

PIPE LINE ACCESSORIES

3-WAY VALVE

2-WAY VALVE

ANGLE VALVE

AV AUTOMATIC AIR VENT

ASSEMBLY

BFP BACKFLOW PREVENTION

ASSEMBLY

BALANCING VALVE /

CIRCUIT SETTER

BALL VALVE

BLIND FLANGE

BUTTERFLY VALVE

CHECK VALVE

FLEX CONNECTION

FLOW ARROW

FM FLOW METER

GATE VALVE

GLOBE VALVE

HOSE GATE DRAIN VALVE

INSULATING FLANGE

MANUAL AIR VENT ASSEMBLY

- SEE SPECIFICATIONS FOR

APPROPRIATE VALVE TYPE

M METER

M MOTORIZED CONTROL VALVE

OS&Y OUTSIDE SCREW & YOKE

VALVE

PIPE WITH HEAT TRACE

PLUG VALVE

PRESSURE GUAGE

SELF CONTAINED PRESSURE

REDUCING (REGULATING)

VALVE

PUMP

REDUCER (CONCENTRIC)

RELIEF, SAFETY OR THERMAL

RELIEF VALVE

REMOVABLE CAP

REMOVABLE PLUG

S STRAINER

SUCTION DIFFUSER

TEST CONNECTION

THERMOMETER

UNION

Y-TYPE STRAINER

SRC SPRING RETURN CLOSED

BALL VALVE

PIPE SYMBOLS

PIPE ELBOW

PIPE DOWN

PIPE UP

PIPE CONTINUATION

PIPELINE ABBREVIATIONS

MECHANICAL ABBREVIATIONS GENERAL NOTES:

DETAIL / ENLARGED

CALLOUT SYMBOL

A M-001

INDICATES

LIMITS OF

DETAIL/SECTION

DESIGNATOR

SHEET WHERE

DETAIL/SECTION

IS SHOWN

DETAIL/SECTION TITLE

TITLEA1

LOCATION WHERE

DETAIL / SECTION IS

SHOWN ON SHEET

SECTION CUT SYMBOL

M001

INDICATES

PERSPECTIVE AND

LIMITS OF SECTION

SECTION DESIGNATOR

DRAWING WHERE

SECTION IS SHOWN

CONSTRUCTION

INTERFACE

DEMOLITION

EXISTING

NEW

EXISTING

NEW

DEMOLITION

AIR DISTRIBUTION

DEVICE IDENTIFICATION

AIR

FLOW

NECK SIZE

QUANTITY

SYSTEM TYPE SPEC. TYPE

SA-A

(2)175-8Ø

1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS

APPLICABLE TO PROJECT. SEE PLANS FOR SPECIFIC SYMBOLS AND

ABBREVIATIONS.

2. PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM

ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL

SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED

BY CODE.

3. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS, AND

APPLICABLE CODES AND REGULATIONS.

4. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL,

CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT

DRAWINGS.

5. UNLESS OTHERWISE INDICATED MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO

UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES AND IN

MECHANICAL ROOMS.

6. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT

ACCESS PANELS, CONTROLS, AND VALVING.

7. VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

8. ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, EQUIPMENT,

PIPE, OR PIPE INSULATION UNLESS NOTED OTHERWISE.

9. DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET

METAL SIZE SHALL BE AIR OPENING DIMENSION PLUS THE THICKNESS OF

ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT

INSTALLED, AIR OPENING SIZE AND SHEET METAL SIZE SHALL BE THE SAME.

10. COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND

ARCHITECTURAL PLANS.

11. INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND

COORDINATE WITH OTHER DEVICES LOCATED ON WALLS. COORDINATE WITH

ARCHITECTURAL WALL FINISHES.

12. PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH STRUCTURAL

DRAWINGS AND SPECIFICATIONS.

13. CONTRACTOR SHALL AIR BALANCE ALL GRILLES AND EQUIPMENT TO CFM'S

SHOWN ON PLANS.

14. MOUNT ALL OVERHEAD MECHANICAL EQUIPMENT AND FIXTURES WEIGHING 31

POUNDS OR MORE TO SUPPORTS THAT SHALL RESIST FORCES OF 0.5 TIMES

THE EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE

EQUIPMENT WEIGHT IN THE DOWNWARD DIRECTION.

15. BASIS OF DESIGN MANUFACTURER AND MODEL ARE INCLUDED FOR

COORDINATION PURPOSES. PROVIDE BASIS OF DESIGN EQUIPMENT OR

APPROVED EQUAL.

BLWDN BLOWDOWN

CD CONDENSATE DRAIN

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CR CONDENSATE RETURN

CT CHEMICAL TREATMENT

CTB COOLING TOWER BLOWDOWN

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

DI DEIONIZED WATER

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

HPS HIGH PRESSURE STEAM

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

LPS LOW PRESSURE STEAM

MPS MEDIUM PRESSURE STEAM

MW MAKEUP WATER (AFTER BACKFLOW

PREVENTER)

N NITROGEN

NG NATURAL GAS

O OXYGEN

PCR PUMPED CONDENSATE RETURN

V VACUUM

LR LONG RADIUS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKEUP AIR UNIT

MFR MANUFACTURER

MJ MECHANICAL JOINT

MW MAKE-UP WATER (AFTER BACKFLOW PREVENTER)

NC NORMALLY CLOSED (FAIL POSITION)

NG NATURAL GAS

NO NORMALLY OPEN (FAIL POSITION)

OA OUTSIDE AIR

OB OPPOSED BLADE

OD OVERFLOW DRAIN

PB PARALLEL BLADE

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIR

RED REDUCER-REDUCING

RL REFRIGERANT LIQUID

RMJ RESTRAINED MECHANICAL JOINT

RS REFRIGERANT SUCTION

SA SUPPLY AIR

SCH SCHEDULE

SCR SPRING RETURN CLOSED

SHR SHORT RADIUS

SP STATIC PRESSURE SENSOR

SR SUPPLY REGISTER

SW SOCKET WELD

TA TRANSFER AIR

TAB TESTING, ADJUSTING AND BALANCING

TOA TREATED OUTSIDE AIR

TOC TOP OF CONCRETE

TOD TOP OF DUCT

TOS TOP OF STEEL

UH UNIT HEATER

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

WB WET BULB

WE WELD END

WN WELD NECK

12"Ø ROUND DUCT DIMENSION

24x12 RECTANGULAR DUCT DIMENSION (INCHES)

ACU AIR CONDITIONING UNIT

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR HANDLING UNIT

ARF ABOVE RAISED FLOOR

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

CD CONTROL DAMPER

CFM CUBIC FEET PER MINUTE

CH CONVECTION HEATER

CL CENTER LINE OF PIPE ELEVATION

CONC CONCENTRIC

COND COOLING COIL CONDENSATE DRAIN

CRAC COMPUTER ROOM AIR CONDITIONER

CTR CONTROLLER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

DB DRY BULB

DH DEHUMIDIFIER

DN DOWN

DRG DIFFUSER, REGISTER, GRILLE

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELL ELBOW

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FCU FAN COIL UNIT

FF FLAT FACED

FO FLAT OVAL

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

I.E. INVERT ELEVATION

IH INFRARED HEATER

IN.

W.C

INCHES WATER COLUMN

LAT LEAVING AIR TEMPERATURE

OVERHEAD CABLE TRAY

C O

M M

VERTICAL SWITCHBOARDS

C O

M M

DOORSTOP POSTCONCRETE SLAB

CONCRETE SLAB

CABLE ENTRY BOX (REFER TO

STRUCTURAL)

MECHANICAL EQUIPMENT

CONCRETE SLAB

450-12x12

SA-B

12x12 SA

ERU-1

FCU-1

CH-1 CU-1

(6)200-10x10

SA-B

WEATHERHOOD

CU-2CU-3

FCU-2FCU-3

16x14 SA

9' - 4" BOD EL

HS 1

1/4" RL

1/4" RS

5 5

3/4" COND12

3/4" COND 3

450-12x12

RA-A

12x12 RA

12x12 EA

OCC

450-12x12

TA-A

B x1

O A

LVR-1

18x18

3/8" RL

CD-1

CD-2

ZT-2

ZT-1

CTR-1

OT-1

HT-117

T TST-1

ST-2

CONTROL ROOM

BATTERY ROOM

NOTES:

KEYED NOTES:

CONTRACTOR SHALL LOCATE EQUIPMENT SUCH THAT ALL REQUIRED MAINTENANCE

CLEARANCE/ACCESS ARE COORDINATED WITH WORK BY OTHER TRADES.

ALL HORIZONTAL DUCTWORK SHALL BE SUPPORTED PER SMACNA USING

UNISTRUT AND MIN 3/8" ALL-THREAD ROD, SPACED NO MORE THAN 6'-0"

APART. DUCT SHALL BE SECURED TO UNISTRUT BY 24 GAUGE 1-1/2" STRAP.

TESTING, ADJUSTING, AND BALANCING (TAB) SHALL BE PERFORMED FOLLOWING

COMPLETION AND APPROVAL OF EACH HVAC SYSTEM.

REFRIGERANT PIPE SIZES AND ROUTING ARE DIAGRAMMATIC AND MUST BE

VERIFIED WITH EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

FURNISH AND INSTALL SBS-H2 HYDROGEN SENSOR OR APPROVED EQUAL. AUX

RELAY ACCESSORY PROVIDED BY CONTRACTOR SHALL OPERATE ON 24VDC AND

CONTROL 120VAC. INSTALL HYDROGEN SENSOR AT MOUNTING ELEVATION PER

MANUFACTURER'S RECOMMENDATIONS, OR WHERE NOT PROVIDED, MOUNT 0'-6"

BELOW CEILING. INTERLOCK WITH ERU-1. REFER TO CONTROL SCHEMATIC ON

DWG 3305 FOR DETAILS.

PROVIDE WITH MANUFACTURER'S STANDARD 12"x12" 45° WEATHERHOOD, GREENHECK MODEL WTHD-12 OR APPROVED EQUAL. REFER TO DETAIL 4 ON

DWG 3302. MOUNT AT UNDERSIDE OF SOFFIT.

PROVIDE WEATHER RESISTANT LINESET COVER AND FITTINGS WITH UV INHIBITORS

FOR PIPING THROUGH SOFFIT TO INDOOR UNIT. APPLY CAULKING TO SEAL

WHERE THE LINESET ENTERS AND EXITS THE EXTERIOR WALL.

PROVIDE ZONE TRANSMITTER ACCORDING TO SCHEDULE ON DWG 3304. WALL

MOUNT 60" AFF.

INSTALL CONDENSING UNIT WITH MANUFACTURER'S STANDARD 12" EQUIPMENT

STAND ON CONCRETE PAD WITH HILTI KWIK BOLT3 EXPANSION ANCHORS 3/8"Ø

WITH 3 1/2" EMBEDMENT IN CONCRETE.

INSTALL ERU AT 9'-5" AFF TO BASE OF CABINET.

PROVIDE WITH MOTORIZED DAMPER AT OUTLET OF LOUVER PER DETAIL 1 ON DWG

3302.

INSTALL CONVECTION HEATER AT 0'-0" AFF BELOW BATTERY ROOM UNIT PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS. MOUNT TAMPERPROOF

THERMOSTAT IN THE RIGHT HAND TERMINAL BOX AND INITIALLY SET TO ENERGIZE

AT 68°F (ADJ.).

MOUNT CONTROL ROOM UNIT ON FAN COIL SUPPORT AS DETAILED ON DWG 3303,

DETAILS 4 AND 5, AND ON MANUFACTURER'S STANDARD PLENUM STAND. INSTALL

PIPING PER DETAIL 2 ON DWG 3302.

WALL MOUNT BATTERY ROOM UNIT 7'-6" AFF. INSTALL PIPING PER DETAIL 2 ON

DWG 3302.

INSTALL TRANSFER GRILLE WITH 1 HOUR FIRE DAMPER AT 1'-0" AFF. REFER TO

DETAIL 3 ON DWG 3303.

CONDENSATE PIPE SHALL EXTEND PAST CONCRETE SLAB TO DRAIN ON GRAVEL

SURFACING. TURN DOWN TO SPLASH BLOCK.

FURNISH AND INSTALL OCCUPANCY SENSOR, WATTSTOPPER MODEL DT355 OR

APPROVED EQUAL. MOUNT ON CEILING.

INSTALL SUPPLY GRILLE WITH 1 HOUR FIRE DAMPER AT 9'-7" AFF. REFER TO

DETAIL 3 ON DWG 3303. MANUAL BALANCING DAMPER IS NOT REQUIRED AT THIS

GRILLE.

INSTALL OUTDOOR AIR TEMPERATURE SENSOR ACCORDING TO

SENSOR/TRANSMITTER SCHEDULE ON DWG 3304. MOUNT AT 8'-0" ABOVE

GRADE, BELOW SOFFIT.

INSTALL CONTROLLER ACCORDING TO SENSOR/TRANSMITTER SCHEDULE ON DWG

3304. MOUNT 60" AFF TO TOP OF CONTROLLER.

PROVIDE HUMIDITY TRANSMITTER ACCORDING TO SCHEDULE ON DWG 3304. WALL

MOUNT 60" AFF.

PROVIDE SUPPLY AIR TRANSMITTER ACCORDING TO SCHEDULE ON DWG 3304.

MOUNT IN SUPPLY DUCT.

PENETRATIONS THROUGH BATTERY ROOM WALL SHALL BE SEALED WITH FIRESTOP

SEALANT PER ARCH. CONTRACTOR TO PROVIDE FIRE-STOPPING DETAILS FOR

PENETRATIONS THROUGH FIRE WALL. INCLUDE UL SYSTEM NUMBERS FOR EACH

DETAIL.

SCALE IN FEET

0 2' 4' 8'

NORTH

MECHANICAL FLOOR PLAN

ACTUATED DAMPER

J-MOLDING

AND CAULKING

ALL AROUND

5/8" GYPSUM BOARD

WOOD FRAMED WALL

WOOD BLOCKING ALL

AROUND OPENING

MASONRY VENEER

MASONRY TIE

20 GA GALVANIZED

STEEL FLASHING

WRAP MOISTURE BARRIER

AROUND OPENING

20 GA GALVANIZED STEEL

CLOSURE, REFER TO

ARCH DOOR DETAILS

LOUVER WITH

INTEGRAL FLANGE

MASONRY VENEER

BEYOND

SOFFIT

CHARGING VALVE

LIQUID PIPING

SUCTION PIPING

FILTER-DRIER

SIGHT GLASS

PROVIDE OIL TRAP

INSTALL SENSING BULB

45° ABOVE BOTTOM OF

PIPING, AS CLOSE TO

COIL AS POSSIBLE

CONDENSATE DRAIN

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING

REFRIGERANT LIQUID AND SUCTION PIPING, SIZES, ROUTING,

AND ALL ACCESSORIES WITH EQUIPMENT MANUFACTURER.

MAINTAIN UNIFORM SLOPE TO PREVENT OIL FROM POOLING IN

LOW POINTS IN THE REFRIGERANT PIPING SYSTEM.

EVAPORATOR COIL

ISOLATION VALVE (TYP.)

EXPANSION VALVE

EQUALIZATION LINE

AIR COOLED

CONDENSING UNIT

STRAP HANGERS

60" MAX.

HANGER

STRAPS

UNLESS FOOT OF STRAP

IS PLACED UNDER A

BOTTOM REINFORCEMENT

SCREWS

SCREWS MAY

BE OMITTED

IF HANGER LOOPS 1" MIN.

REFER TO STRUCTURAL

DRAWING 3206 FOR UNISTRUT

SUPPORT DETAIL.

REINFORCEMENT MAY BE USED

FOR ATTACHMENT IF IT

QUALIFIES FOR BOTH DUTIES

DO NOT EXCEEED ALLOWABLE

LOAD LIMITS

NOTES:

TRAPEZE HANGERS

STRAP OR

ANGLE

ROD

SIZE BOLT (S)

FOR LOAD

SOFFIT

WEATHER HOOD

MASONRY

VENEER BEYOND

20 GA GALVANIZED

STEEL FLASHING

MASONRY TIE

MASONRY VENEER

20 GA GALVANIZED STEEL

CLOSURE, REFER TO

ARCH DOOR DETAILS

WOOD FRAMED WALL

5/8" GYPSUM BOARD

J-MOLDING AND

CAULKING ALL

AROUND

DUCT

WRAP MOISTURE BARRIER

AROUND OPENING

WOOD BLOCKING ALL

AROUND OPENING

BIRDSCREEN

NOT TO SCALE

LOUVER DETAIL 1

NOT TO SCALE

DX SPLIT SYSTEM PIPING 2

NOT TO SCALE

LOWER DUCT HANGAR

ATTACHMENTS 3

NOT TO SCALE

WEATHERHOOD DETAIL 4

1/4"

PIPE SLEEVE

BACKUP MATERIAL

SEALANT

INSULATION

CENTER OF PIPE

3/8"

PIPE

ESCUTCHEON

INTERIOR SIDE OF

EXTERIOR WALL

STEEL SLEEVE : 16 GAUGE 24" MAX.

14 GAUGE OVER 24"

SECURE DAMPER TO SLEEVE ON 8"

CENTERS WITH:

1. 1/4" BOLTS AND NUTS IN HOLES

PROVIDED.

2. NO. 10 STEEL SCREWS.

NOTES:

TRANSFER/SUPPLY GRILLE (TYP.)

FUSIBLE LINK

FIRE DAMPER

BATTERY ROOM CONTROL ROOM

STEEL SLEEVE : 16 GAUGE 24" MAX.

14 GAUGE OVER 24"

TRANSFER/SUPPLY

GRILLE (TYP.)

FUSIBLE LINK

FIRE DAMPER

BATTERY ROOM CONTROL ROOM

SUPPLY AIR

DUCT

HANGER ROD

LOCKING NUT

SUPPORT NUT

INSULATION

PIPE

HEAVY DUTY

CLEVIS HANGER

INSULATION SHIELD MIN. 6" LONG

UNISTRUT P1498 ANGLE

FITTINGS, TYP. 2 EACH

LEG

FILTER ACCESS PANELUNISTRUT P1001

CHANNEL, TYP. 4

UNISTRUT P2073

POST BASE, TYP. 4

NOTE:

1. SECURE FAN COIL UNITS TO SUPPORTS WITH AT LEAST FOUR

ANGLE FITTINGS. CONNECT ANGLE FITTINGS TO CHANNEL WITH

1/4"Ø HEX SLOTTED SCREWS AND P1006 NUTS WITH SPRINGS AND

TO UNIT WITH 1/4"Ø SLOTTED WASHER SHEET METAL SCREWS.

UNISTRUT P1001 C3

CHANNEL

UNISTRUT P1498 ANGLE

FITTING, TYP.

FILTER ACCESS PANEL

GASKET TAPE SEE SECTION ON LEFT

CONNECT ANGLE

FITTINGS TO OPEN SIDE

OF CHANNEL, TYP.

UNISTRUT P1036 PLATE

FITTING, TYP. EACH

CORNER

APPLY GASKET TAPE TO

SMOOTH SIDE OF

CHANNEL

UNISTRUT P1001 C3

CHANNEL, TYP. 4 SIDES

NOT TO SCALE

PIPE PENETRATIONS THROUGH

EXTERIOR WALLS 1

NOT TO SCALE

FIRE DAMPER IN WALL WITH

GRILLE 3

NOT TO SCALE

PIPE HANGER - CLEVIS TYPE 2

NOT TO SCALE

FAN COIL SUPPORT 4

NOT TO SCALE

CHANNEL SECTION 5

FAN COIL UNIT SCHEDULE

TAG NO. SERVICE

BASIS OF DESIGN

ALTITUDE

(FT.)

TOTAL

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

FAN HP

COOLING

ELECTRIC

HEAT

(KW)

ELECTRICAL

FILTER

SIZE

(INxIN)

FILTER

THICKNES

S (IN)

WEIGHT

(LBS) REMARKS

MAN. MODEL NO.

SENSIBLE

CAPACITY

(MBTUH)

EAT

(°F)

LAT

(°F)

VOLTS PHASE

FCU-1

BATTERY

ROOM MITSUBISHI PKA 1450 320 N/A 30 W 18 78.5 55 0 230 1 N/A N/A 29 1,3,5,6,7

FCU-2

CONTROL

ROOM TRANE GAF2 1450 1200 0.3 1/2 36 78.5 55 10 230 1 16x20 1 98 1,2,3,4,7

FCU-3

CONTROL

ROOM TRANE GAF2 1450 1200 0.3 1/2 36 78.5 55 10 230 1 16x20 1 98 1,2,3,4,7

NOTES:

1. PROVIDE VERTICAL FLOOR MOUNT EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE ENERGY STAR NAME AND MARK.

2. PROVIDE WITH MANUFACTURER'S STANDARD PLENUM STAND. MOUNT ON PLENUM STAND PER MANUFACTURER'S RECOMMENDATIONS.

3. POWER PROVIDED BY OUTDOOR UNIT, CONNECT PER MANUFACTURER'S RECOMMENDATIONS.

4. PROVIDE WITH SEPARATE CONTROLLER ALLOWING LEAD/LAG CONTROL, ZONE TEMPERATURE MONITORING, AND ALARMING TO SCADA SYSTEM.

5. PROVIDE WITH MANUFACTURER'S STANDARD REMOTE PROGRAMMABLE THERMOSTAT.

6. PROVIDE WITH MANUFACTURER'S STANDARD WALL MOUNT KIT. MOUNT UNIT ON WALL PER MANUFACTURER'S RECOMMENDATIONS.

7. PROVIDE BASIS OF DESIGN FAN COIL UNIT OR APPROVED EQUAL.

DIFFUSER, REGISTER, & GRILLE SCHEDULE (DRG)

TAG DESCRIPTION MOUNTING

THROW

PATTERN

PROVIDE

DAMPER?

BASIS OF DESIGN:

REMARKS

MFR.

MODEL

NO.

RECTANGULAR RETURN

OR TRANSFER AIR GRILLE SURFACE - NO TITUS 350-FL 1,2,5

RECTANGULAR SUPPLY

AIR GRILLE SURFACE - YES TITUS 300-FL 1,2,3,4,5

NOTES:

1. DIFFUSER SIZES ARE NOTED IN DRAWINGS.

2. COLOR SHALL MATCH ACOUSTICAL CEILING TILES OR WALL. COORDINATE WITH ARCH

PLANS.

3. DIFFUSERS SHALL BE INITIALLY ADJUSTED FOR DISCHARGE OF AIR DOWNWARD AT

APPROXIMATELY 30° BELOW HORIZONTAL AND IN A HORIZONTALLY SPREAD PATTERN.

4. SUPPLY AIR GRILLE SERVING ERU-1 SHOULD NOT BE PROVIDED WITH DAMPER.

5. PROVIDE BASIS OF DESIGN DIFFUSERS AND GRILLES OR APPROVED EQUAL.

ENERGY RECOVERY UNIT SCHEDULE 1/2

TAG NO. SERVICE

ALTITUDE

(FT)

OUTSIDE

AIRFLOW (CFM)

OUTSIDE AIR

SUMMER DB

(°F)

OUTSIDE AIR

SUMMER WB

(°F)

OUTSIDE AIR

WINTER DB

(°F)

SUPPLY FAN EXHAUST FAN

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

TOTAL

STATIC

PRESSURE

(IN. W.C.)

FAN RPM TYPE

MOTOR

EXTERNAL

STATIC

PRESSURE

(IN.W.C)

TOTAL

STATIC

PRESSURE

(IN.W.C.)

FAN RPM TYPE

MOTOR

ERU-1

BATTERY AND

CONTROL ROOMS 1450 450 86 69.6 -20.7 0.5 0.563 1392

FORWARD

CURVE 1/4 0.5 0.55 1550

FORWARD

CURVE 1/4

ENERGY RECOVERY UNIT SCHEDULE 2/2

TAG NO.

COOLING HEATING

APPROX. UNIT

WEIGHT (LBS)

UNIT ELECTRICAL BASIS OF DESIGN

REMARKS

EAT DB

(°F)

EAT WB

(°F)

LAT

(°F)

LAT WB

(°F)

TOTAL CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

EAT

(°F)

LAT

(°F)

TOTAL CAPACITY

(MBH) VOLTS PHASE MOP MCA MAN. MODEL

ERU-1 86 69.6 78.5 65.6 6.683 6.683 -20.7 40.8 30.138 215 115 1 15 6.4 GREENHECK MINICORE-5-VG-FM 1-7

NOTES:

1. PROVIDE EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE ENERGY STAR NAME AND MARK.

2 PROVIDE WITH MANUFACTURER'S STANDARD 2" MERV 8 FILTERS FOR OUTDOOR AND EXHAUST AIR OPENINGS.

3. PROVIDE ENERGY RECOVERY UNIT IN CONFIGURATION WITH END CONNECTIONS.

4. THE ENERGY RECOVERY UNIT SHALL BE PROVIDED FROM THE FACTORY WITH AN INTEGRAL CONTROL CENTER INCLUDING A SINGLE NON-FUSED DISCONNECT, 24 VAC TRANSFORMER, TERMINAL STRIP, AND FAN STARTERS (CONTACTOR AND OVERLOAD).

5. PROVIDE WITH INTERNAL BACKDRAFT DAMPERS.

6. STANDARD SINGLE POINT POWER TO BE PROVIDED BY MANUFACTURER.

7. PROVIDE BASIS OF DESIGN ENERGY RECOVERY UNIT OR APPROVED EQUAL.

LOUVER SCHEDULE

TAG SERVICE

SIZE

(INXIN)

AIRFLOW

(CFM)

PRESSURE

DROP

(IN.W.C)

BASIS OF DESIGN

MANF/MODEL REMARKS

LVR-1 OA INTAKE 18x18 450 0.057 RUSKIN ELF375X 1,2,3

CONDENSING UNIT SCHEDULE

TAG NO. SERVICE

COMPRESSOR

TY…

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