36C24718R0307-042.pdf

G001

CORRECT INFORMATION

TECHNOLOGIES INFRASTRUCTURE

AND DEFICIENCIES

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

FINAL SUBMITTAL

APPLIED ENGINEERING

SOLUTIONS

PJC JPR

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59. 5-E-101 FIRST FLOOR DEMOLITION PLAN 5-E-101 FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN 60. 5-E-102 FIRST FLOOR DEMOLITION PLAN 5-E-102 FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN 61. 5-E-103 FIRST FLOOR PLAN 5-E-103 FIRST FLOOR PLAN FIRST FLOOR PLAN 62. 5-E-104 FIRST FLOOR PLAN 5-E-104 FIRST FLOOR PLAN FIRST FLOOR PLAN 63. 5-E-201 SECOND FLOOR PLAN 5-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 64. 5-E-202 SECOND FLOOR PLAN 5-E-202 SECOND FLOOR PLAN SECOND FLOOR PLAN 65. 6-A-101 FIRST FLOOR PLAN 6-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 66. 6-A-201 SECOND FLOOR PLAN 6-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 67. 6-M-101 FIRST FLOOR PLAN 6-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 68. 6-M-201 SECOND FLOOR PLAN 6-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 69. 6-E-101 FIRST FLOOR PLAN 6-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 70. 6-E-201 SECOND FLOOR PLAN 6-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 71. 8-A-201 SECOND FLOOR PLAN 8-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 72. 8-M-201 SECOND FLOOR PLAN 8-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 73. 8-M-301 BASEMENT FLOOR PLAN 8-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 74. 8-M-302 BASEMENT FLOOR PLAN 8-M-302 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 75. 8-E-201 SECOND FLOOR PLAN 8-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 76. 8-E-301 BASEMENT FLOOR PLAN 8-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 77. 9-A-101 FIRST FLOOR PLAN 9-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 78. 9-M-101 FIRST FLOOR PLAN 9-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 79. 9-E-101 FIRST FLOOR PLAN 9-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 80. 10-A-201 SECOND FLOOR PLAN 10-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 81. 10-M-201 SECOND FLOOR PLAN 10-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 82. 10-E-101 FIRST FLOOR PLAN 10-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 83. 10-E-201 SECOND FLOOR PLAN 10-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 84. 11-A-101 FIRST FLOOR PLAN 11-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 85. 11-A-102 FIRST FLOOR PLAN 11-A-102 FIRST FLOOR PLAN FIRST FLOOR PLAN 86. 11-A-301 BASEMENT FLOOR PLAN 11-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 87. 11-M-201 SECOND FLOOR PLAN 11-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 88. 11-M-301 BASEMENT FLOOR PLAN 11-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 89. 11-E-101 FIRST FLOOR PLAN 11-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 90. 11-E-301 BASEMENT FLOOR PLAN 11-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 91. 12-A-201 SECOND FLOOR PLAN 12-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 92. 12-M-201 SECOND FLOOR PLAN 12-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 93. 12-E-201 SECOND FLOOR PLAN 12-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 94. 13-A-201 SECOND FLOOR PLAN 13-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 95. 13-M-201 SECOND FLOOR PLAN 13-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 96. 13-E-101 FIRST FLOOR PLAN 13-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 97. 13-E-201 SECOND FLOOR PLAN 13-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 98. 14-A-101 FIRST FLOOR PLAN 14-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 99. 14-A-201 SECOND FLOOR PLAN 14-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 100. 14-A-301 BASEMENT FLOOR PLAN 14-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 101. 14-M-101 FIRST FLOOR PLAN 14-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 102. 14-M-201 SECOND FLOOR PLAN 14-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 103. 14-M-301 BASEMENT FLOOR PLAN 14-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 104. 14-E-101 FIRST FLOOR PLAN 14-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 105. 14-E-201 SECOND FLOOR PLAN 14-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 106. 14-E-301 BASEMENT FLOOR PLAN 14-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 107. 15-A-101 FIRST FLOOR PLAN 15-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 108. 15-M-101 FIRST FLOOR PLAN 15-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 109. 15-E-101 FIRST AND SECOND FLOOR PLANS 15-E-101 FIRST AND SECOND FLOOR PLANS FIRST AND SECOND FLOOR PLANS 110. 16-A-201 SECOND FLOOR PLAN 16-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 111. 16-A-301 BASEMENT FLOOR PLAN 16-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 112. 16-M-201 SECOND FLOOR PLAN 16-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 113. 16-M-301 BASEMENT FLOOR PLAN 16-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 114. 16-E-101 FIRST FLOOR PLAN 16-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 115. 16-E-201 SECOND FLOOR PLAN 16-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 116. 16-E-301 BASEMENT FLOOR PLAN16-E-301 BASEMENT FLOOR PLANBASEMENT FLOOR PLAN

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117. 17-A-101 FIRST FLOOR PLAN 17-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 118. 17-A-201 SECOND FLOOR PLAN 17-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 119. 17-M-101 FIRST FLOOR PLAN 17-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 120. 17-M-201 SECOND FLOOR PLAN 17-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 121. 17-E-101 FIRST FLOOR PLAN 17-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 122. 17-E-201 SECOND FLOOR PLAN 17-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 123. 19-A-101 FIRST FLOOR PLAN 19-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 124. 19-A-201 SECOND FLOOR PLAN 19-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 125. 19-M-101 FIRST FLOOR PLAN 19-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 126. 19-M-201 SECOND FLOOR PLAN 19-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 127. 19-E-101 FIRST FLOOR PLAN 19-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 128. 19-E-201 SECOND FLOOR PLAN 19-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 129. 26-A-301 BASEMENT FLOOR PLAN 26-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 130. 26-M-301 BASEMENT FLOOR PLAN 26-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 131. 26-E-301 BASEMENT FLOOR PLAN 26-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 132. 29-A-101 FIRST FLOOR PLAN 29-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 133. 29-M-101 FIRST FLOOR PLAN 29-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 134. 29-E-101 FIRST FLOOR PLAN29-E-101 FIRST FLOOR PLANFIRST FLOOR PLAN

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TITLE SHEET:

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GENERAL NOTES, SITE MAP &

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SHEET INDEX

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CORRECT INFORMATION TECHNOLOGIES INFRASTRUCTURE DEFICIENCIES

AutoCAD SHX Text PROJECT No. 557-15-101

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CARL VINSON V.A. MEDICAL CENTER

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DUBLIN, GEORGIA

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PROJECT LOCATION

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DRAWING TITLE

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1. G001 TITLE SHEET: GENERAL NOTES, SITE MAP & SHEET INDEX G001 TITLE SHEET: GENERAL NOTES, SITE MAP & SHEET INDEX TITLE SHEET: GENERAL NOTES, SITE MAP & SHEET INDEX 2. G002 TELECOMMUNICATIONS ROOM LOCATION PLAN G002 TELECOMMUNICATIONS ROOM LOCATION PLAN TELECOMMUNICATIONS ROOM LOCATION PLAN 3. A001 NOTES, ABBREVIATIONS, SYMBOLS A001 NOTES, ABBREVIATIONS, SYMBOLS NOTES, ABBREVIATIONS, SYMBOLS 4. A501 PARTITION TYPES AND UL RATINGS A501 PARTITION TYPES AND UL RATINGS PARTITION TYPES AND UL RATINGS 5. A502 UL RATINGS A502 UL RATINGS UL RATINGS 6. A601 DOOR AND FRAME ELEVATIONS, DETAILS, FINISH LEGEND A601 DOOR AND FRAME ELEVATIONS, DETAILS, FINISH LEGEND DOOR AND FRAME ELEVATIONS, DETAILS, FINISH LEGEND 7. M001 NOTES, ABBREVIATIONS AND SYMBOLS M001 NOTES, ABBREVIATIONS AND SYMBOLS NOTES, ABBREVIATIONS AND SYMBOLS 8. M501 DETAILS M501 DETAILS DETAILS 9. M502 DETAILS M502 DETAILS DETAILS 10. M601 SCHEDULES M601 SCHEDULES SCHEDULES 11. M801 SEQUENCE OF CONTROLS M801 SEQUENCE OF CONTROLS SEQUENCE OF CONTROLS 12. E001 LEGEND E001 LEGEND LEGEND 13. E101 OVERALL BASEMENT PLAN E101 OVERALL BASEMENT PLAN OVERALL BASEMENT PLAN 14. 1-A-101 FIRST FLOOR PLAN 1-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 15. 1-A-201 SECOND FLOOR PLAN 1-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 16. 1-M-101 FIRST FLOOR PLAN 1-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 17. 1-M-201 SECOND FLOOR PLAN 1-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 18. 1-E-101 FIRST FLOOR PLAN 1-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 19. 1-E-201 SECOND FLOOR PLAN 1-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 20. 2-A-101 FIRST FLOOR PLAN 2-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 21. 2-A-201 SECOND FLOOR PLAN 2-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 22. 2-A-301 BASEMENT FLOOR PLAN 2-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 23. 2-M-101 FIRST FLOOR PLAN 2-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 24. 2-M-201 SECOND FLOOR PLAN 2-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 25. 2-M-301 BASEMENT FLOOR PLAN 2-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 26. 2-E-101 FIRST FLOOR PLAN 2-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 27. 2-E-201 SECOND FLOOR DEMOLITION PLAN 2-E-201 SECOND FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN 28. 2-E-202 SECOND FLOOR PLAN 2-E-202 SECOND FLOOR PLAN SECOND FLOOR PLAN 29. 2-E-301 BASEMENT FLOOR DEMOLITION PLAN 2-E-301 BASEMENT FLOOR DEMOLITION PLAN BASEMENT FLOOR DEMOLITION PLAN 30. 2-E-302 BASEMENT FLOOR PLAN 2-E-302 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 31. 3-A-201 SECOND FLOOR PLAN 3-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 32. 3-M-201 SECOND FLOOR PLAN 3-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 33. 3-M-301 BASEMENT FLOOR PLAN 3-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 34. 3-E-101 FIRST FLOOR PLAN 3-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 35. 3-E-201 SECOND FLOOR PLAN 3-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 36. 3-E-301 BASEMENT FLOOR PLAN 3-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 37. 4-A-101 FIRST FLOOR PLAN 4-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 38. 4-A-201 SECOND FLOOR PLAN 4-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 39. 4-A-301 BASEMENT FLOOR PLAN 4-A-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 40. 4-M-101 FIRST FLOOR PLAN 4-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 41. 4-M-201 SECOND FLOOR PLAN 4-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 42. 4-M-301 BASEMENT FLOOR PLAN 4-M-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 43. 4-E-101 FIRST FLOOR PLAN 4-E-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 44. 4-E-201 SECOND FLOOR PLAN 4-E-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 45. 4-E-301 BASEMENT FLOOR PLAN 4-E-301 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN 46. 5-A-101 FIRST FLOOR PLAN 5-A-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 47. 5-A-102 FIRST FLOOR PLAN 5-A-102 FIRST FLOOR PLAN FIRST FLOOR PLAN 48. 5-A-103 FIRST FLOOR PLAN 5-A-103 FIRST FLOOR PLAN FIRST FLOOR PLAN 49. 5-A-104 FIRST FLOOR PLAN 5-A-104 FIRST FLOOR PLAN FIRST FLOOR PLAN 50. 5-A-105 FIRST FLOOR PLAN 5-A-105 FIRST FLOOR PLAN FIRST FLOOR PLAN 51. 5-A-201 SECOND FLOOR PLAN 5-A-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 52. 5-A-202 SECOND FLOOR PLAN 5-A-202 SECOND FLOOR PLAN SECOND FLOOR PLAN 53. 5-M-101 FIRST FLOOR PLAN 5-M-101 FIRST FLOOR PLAN FIRST FLOOR PLAN 54. 5-M-102 FIRST FLOOR PLAN 5-M-102 FIRST FLOOR PLAN FIRST FLOOR PLAN 55. 5-M-103 FIRST FLOOR PLAN 5-M-103 FIRST FLOOR PLAN FIRST FLOOR PLAN 56. 5-M-104 FIRST FLOOR PLAN 5-M-104 FIRST FLOOR PLAN FIRST FLOOR PLAN 57. 5-M-201 SECOND FLOOR PLAN 5-M-201 SECOND FLOOR PLAN SECOND FLOOR PLAN 58. 5-M-202 SECOND FLOOR PLAN5-M-202 SECOND FLOOR PLANSECOND FLOOR PLAN

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DWG. NO.

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SHEET. NO.

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TO T16

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CONTRACTOR HAUL ROUTE

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BLDG.

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BLDG.

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FIELD

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BALL

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BLDG.

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BLDG.

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STORAGE TANK

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ELEVATED WATER

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BLDG.

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BLDG.

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BLDG.

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BLDG. 34

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SLAB

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IRRIGATION

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WALL

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SLAB

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BLDG. 5

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POOL

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BLDG.

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BLDG. 33

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BLDG. 42

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BLDG. 17

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BLDG. 3

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BLDG. 15

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BLDG. 11

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BLDG. 9

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BLDG. 13

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BLDG. 49

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BLDG. 51

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BLDG.

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BLDG. 63

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BLDG. 30

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BLDG. 19

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BLDG. 6

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BLDG. 1

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BLDG. 16

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BLDG. 10

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BLDG. 18

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BLDG.

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BLDG. 67

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BLDG. 24

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DRAWING TITLE

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INDEX OF DRAWINGS

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BELLEVUE AVENUE

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TROJAKOWSKI AVENUE

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DRIVE

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BLACKWOOD

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STREET

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JOHNSON

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EVANS AVENUE

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VETERANS PARKWAY US HWY 80

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CROWLEY AVE.

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DRIVE

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BLACKWOOD

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ALEXANDER DRIVE

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PLACE

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NEFF

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GENERAL NOTES

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CARL VINSON V.A. MEDICAL CENTER

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SCALE: NONE

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1. CONSTRUCTION SHALL BE COORDINATED WITH COTR. CONSTRUCTION SHALL BE COORDINATED WITH COTR. 2. THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE OF WORK TO THE COTR FOR APPROVAL WHICH THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE OF WORK TO THE COTR FOR APPROVAL WHICH DETAILS CONSTRUCTION START AND CONSTRUCTION COMPLETION. PROVIDE WORK FLOW PLANS AND SCHEDULE OF WORK PRIOR TO STARTING ANY WORK. SEE SECTION 01 00 00 FOR MORE INFORMATION. 3. THE CONTRACTOR SHALL NOT BE ALLOWED TO DRIVE OR PARK ON ANY PROPERTY OTHER THAN VA THE CONTRACTOR SHALL NOT BE ALLOWED TO DRIVE OR PARK ON ANY PROPERTY OTHER THAN VA ROADS AND ASSIGNED AREAS WITHOUT CONSENT OF COTR. SEE SECTION 01 00 00 FOR MORE INFORMATION. 4. THE CONTRACTOR SHALL LOCATE ALL STORAGE TRAILERS AND OFFICE TRAILERS IN DESIGNATED AREA(S) THE CONTRACTOR SHALL LOCATE ALL STORAGE TRAILERS AND OFFICE TRAILERS IN DESIGNATED AREA(S) TO BE DETERMINED BY COTR. SEE SECTION 01 00 00 FOR MORE INFORMATION. 5. THE CONTRACTOR SHALL INSURE THAT NO SMOKING IN OTHER THAN AREAS OFFICIALLY MARKED AS THE CONTRACTOR SHALL INSURE THAT NO SMOKING IN OTHER THAN AREAS OFFICIALLY MARKED AS SMOKING AREAS WILL BE PERMITTED ON VA PREMISES. SEE SECTION 01 00 00 FOR MORE INFORMATION. 6. THE CONTRACTOR SHALL UNDER NO CIRCUMSTANCES INSTALL ANY WORK ON VA PREMISES THAT THE CONTRACTOR SHALL UNDER NO CIRCUMSTANCES INSTALL ANY WORK ON VA PREMISES THAT CONTAINS LEAD. 7. THE CONTRACTOR SHALL INSURE THAT EACH WORKER WILL BE REQUIRED TO WEAR APPROPRIATE THE CONTRACTOR SHALL INSURE THAT EACH WORKER WILL BE REQUIRED TO WEAR APPROPRIATE SAFETY EQUIPMENT AT ALL TIMES (I.E. SAFETY SHOES, EAR PLUGS, SAFETY GLASSES OR GOGGLES, SAFETY HELMET, ETC.) AND IS RESPONSIBLE TO ENSURE THAT NON-WORKERS ARE PREVENTED FROM INJURING THEMSELVES IN ANY WORK AREA. 8. THE CONTRACTOR SHALL NOT INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH THE CONTRACTOR SHALL NOT INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED IN WRITING BY THE CONTRACTING OFFICER. 9. THE CONTRACTOR SHALL INSURE THAT ALL TOOLS USED IN THIS PROJECT BE PROPERLY SECURED AT THE CONTRACTOR SHALL INSURE THAT ALL TOOLS USED IN THIS PROJECT BE PROPERLY SECURED AT ALL TIMES TO PREVENT ANY OF THESE TOOLS BEING A HAZARD TO PATIENTS. 10. ALL AREAS THAT ARE DISTURBED DUE TO DIRECT OR INDIRECT CONSTRUCTION OPERATIONS SHALL BE ALL AREAS THAT ARE DISTURBED DUE TO DIRECT OR INDIRECT CONSTRUCTION OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION PRIOR TO BEING DISTURBED. EXISTING STRUCTURES, CEILINGS, WALLS, FLOORS, ETC. AND UNDERGROUND UTILITIES SHALL BE PROTECTED AT ALL TIMES. DAMAGES CAUSED BY NEW WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE VA. ANY DAMAGES SHALL BE REPAIRED AND RESTORED TO ORIGINAL CONDITION. SEE SECTION 01 00 00 FOR MORE INFORMATION. 11. THE CONTRACTOR SHALL ARRANGE FOR ALL EQUIPMENT AND MATERIAL DELIVERIES FOR THIS PROJECT THE CONTRACTOR SHALL ARRANGE FOR ALL EQUIPMENT AND MATERIAL DELIVERIES FOR THIS PROJECT EITHER BE MADE AT THE CONTRACTOR'S STORAGE SITE, OR AT THE SPECIFIC INSTALLATION OR USAGE SITE. ALL EQUIPMENT MATERIAL AND PRODUCTS WILL BE RECEIVED ONLY BY THE CONTRACTOR UPON ONLY BY THE CONTRACTOR UPON BY THE CONTRACTOR UPON DELIVERY AND WILL NOT BE RECEIVED OR HANDLED BY THE VA. SEE SECTION 01 00 00 FOR MORE INFORMATION. 12. THE CONTRACTOR MUST PROVIDE RED LINE AS-BUILTS TO THE CONTRACTING OFFICER A MINIMUM OF THE CONTRACTOR MUST PROVIDE RED LINE AS-BUILTS TO THE CONTRACTING OFFICER A MINIMUM OF TWO WEEKS BEFORE REQUESTING FINAL INSPECTION. A COPY OF THE TRANSMITTAL IS TO BE SENT TO THE COTR CONCURRENTLY. SEE SECTION 01 00 00 FOR MORE INFORMATION. 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORKFORCE BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA PREMISES. SEE COTR. SEE SECTION 01 00 00 FOR MORE INFORMATION. 14. THE CONTRACTOR SHALL PICK UP A COPY OF A BLANK "HOT WORK" PERMIT FROM THE COTR AND THE CONTRACTOR SHALL PICK UP A COPY OF A BLANK "HOT WORK" PERMIT FROM THE COTR AND MAKE APPROPRIATE COPIES TO ALLOW HOT WORK PERMITS TO BE FILLED OUT BY THE CONTRACTOR AND SIGNED BY THE COTR BEFORE ANY "HOT WORK" IS DONE. PERMIT REQUESTS SHALL BE SUBMITTED A MINIMUM OF 72 HOURS IN ADVANCE OF SCHEDULED WORK. SEE SECTION 01 00 00 FOR MORE INFORMATION. 15. THE CONTRACTOR SHALL INSURE THAT ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE THE CONTRACTOR SHALL INSURE THAT ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST & DEBRIS SHALL BE SUITABLY ATTENDED TO, TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COTR, THE VA SAFETY MANAGER, AND THE VA SAFETY SPECIALIST. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHEN CONTRACTOR'S FORCES ARE VACANT FROM ANY AREA AT ANY TIME. SEE SECTION 01 00 00 FOR MORE INFORMATION. 16. WHEN IT IS NECESSARY TO BARRICADE AN AREA FOR MOVING EQUIPMENT, ETC. BARRICADES AND WHEN IT IS NECESSARY TO BARRICADE AN AREA FOR MOVING EQUIPMENT, ETC. BARRICADES AND OTHER RESTRICTIONS AND/OR WARNING DEVICES ARE TO BE PROVIDED BY THE CONTRACTOR. CLOSURES OF STREETS, PARKING LOTS AND OTHER TRAFFIC AREAS WILL NOT BE PERMITTED UNLESS APPROVED BY THE COTR. SEE SECTION 01 00 00 FOR MORE INFORMATION. 17. NEW WORK SHALL BE STAGED OR PERFORMED TO PROVIDE MINIMUM INTERRUPTIONS OF SERVICE TO NEW WORK SHALL BE STAGED OR PERFORMED TO PROVIDE MINIMUM INTERRUPTIONS OF SERVICE TO ESSENTIAL BUILDINGS. SEE SECTION 01 00 00 FOR MORE INFORMATION. 18. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT BIDS. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT BIDS. 19. ALL WORK IS TO BE MADE WATER-TIGHT ON A DAILY BASIS. ALL WORK IS TO BE MADE WATER-TIGHT ON A DAILY BASIS. 20. THE CONTRACTOR SHALL PROVIDE OSHA APPROVED FALL RESTRAINT DEVICES FOR HIS EMPLOYEES. THE THE CONTRACTOR SHALL PROVIDE OSHA APPROVED FALL RESTRAINT DEVICES FOR HIS EMPLOYEES. THE CONTRACTOR SHALL NOT IN ANY WAY UTILIZE ANY EXISTING DEVICES ON THE BUILDING ROOFS. SEE SECTION 01 00 00 FOR MORE INFORMATION. 21. BEFORE CONSTRUCTION PROVIDE AND INSTALL CONSTRUCTION BARRICADES AROUND SET-UP AREAS, BEFORE CONSTRUCTION PROVIDE AND INSTALL CONSTRUCTION BARRICADES AROUND SET-UP AREAS, STORAGE AREAS AND AREAS LOCATED BELOW ROOF TO BE DEMOLISHED AND REPAIRED. INCLUDE WARNING SIGNAGE AT BARRICADED AREAS. BARRICADE SHALL BE OF A MATERIAL TYPE AND HEIGHT APPROVED BY THE COTR. BARRIERS SHALL PREVENT ACCESS TO OR AROUND THESE AREAS. SEE SECTION 01 00 00 FOR MORE INFORMATION. 22. BEFORE PROJECT START THE CONTRACTOR SHALL VISIT THE SITE AND PHOTOGRAPHICALLY DOCUMENT BEFORE PROJECT START THE CONTRACTOR SHALL VISIT THE SITE AND PHOTOGRAPHICALLY DOCUMENT THE EXISTING CONDITIONS OF THE BUILDING AND SURROUNDING GROUNDS. DOCUMENT EXISTING DAMAGED ITEMS INCLUDING THE GUTTERS AND DOWNSPOUTS. SUBMIT A REPORT AS REQUIRED IN SECTION 01 00 00 OF THE SPECIFICATIONS. 23. LEAKS OCCURRING DURING CONSTRUCTION THAT ARE REPORTED BY COTR SHALL BE REPAIRED BY THE LEAKS OCCURRING DURING CONSTRUCTION THAT ARE REPORTED BY COTR SHALL BE REPAIRED BY THE CONTRACTOR WITHIN TWO HOURS OF NOTICE. 24. PROTECT STRUCTURES AT ALL TIMES. DAMAGE AS THE RESULT OF FAILURE TO PROPERLY PROTECT PROTECT STRUCTURES AT ALL TIMES. DAMAGE AS THE RESULT OF FAILURE TO PROPERLY PROTECT EXISTING FACILITIES WILL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT. SEE SECTION 01 00 00 FOR MORE INFORMATION. 25. PRIOR TO INTERRUPTION OF ANY SERVICE TO FIRE PROTECTION SYSTEMS, THE CONTRACTOR SHALL PRIOR TO INTERRUPTION OF ANY SERVICE TO FIRE PROTECTION SYSTEMS, THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE AND PLAN TO THE COTR FOR REVIEW AND APPROVAL. NO WORK ON SUCH SYSTEMS SHALL BE PERFORMED WITHOUT WRITTEN APPROVAL. SEE SECTION 01 00 00 FOR MORE INFORMATION.

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VA FORM 08-6231A, MAR 1984

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U.S.GOVERNMENT PRINTING OFFICE:1984-440-467

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AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text Recommended Approvals:

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AutoCAD SHX Text Chief of Staff:

AutoCAD SHX Text Assoc. Dir. for Patient Services:

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COTR:

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AutoCAD SHX Text 440 Martin Luther King, Jr. Blvd., Suite 401 Macon, Georgia 31201 Phone: (478) 314-1270 - Fax: (478) 314-1271 www.aes-pe.com

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BID ITEMS

AutoCAD SHX Text ITEM I: REMOVAL OF INDICATED SECTIONS OF WALLS, INDICATED DOORS, AND INDICATED CEILINGS; REMOVAL OF INDICATED SECTIONS OF WALLS, INDICATED DOORS, AND INDICATED CEILINGS; REPLACEMENTS OF DOORS, INSTALLATION OF INTERIOR WALLS AND CEILINGS, MODIFICATIONS TO EXISTING AIR CONDITIONERS AND CONTROLS AND INSTALLATION OF NEW DIRECT EXPANSION DUCTLESS SPLIT AIR CONDITIONERS ALONG WITH REQUIRED ELECTRICAL AND CONTROLS SUPPORT WORK AND REINSTALLATION OF EXISTING ETHERNET AND TELEPHONE SYSTEM CABLING, SWITCHES, SERVERS, AND POWER SUPPLIES ALL AS INDICATED ON DRAWINGS AND SPECIFICATIONS FOR THE PURPOSE OF CORRECTING EXISTING DEFICIENCIES IN INFORMATION TECHNOLOGY INFRASTRUCTURE. ALTERNATE NO. 1: DEDUCT ALL WORK ASSOCIATED WITH BUILDING 26. DEDUCT ALL WORK ASSOCIATED WITH BUILDING 26. ALTERNATE NO. 2: DEDUCT ALL WORK ASSOCIATED WITH BUILDING 29. DEDUCT ALL WORK ASSOCIATED WITH BUILDING 29. ALTERNATE NO. 3: DEDUCT ALL WORK ASSOCIATED WITH BUILDING 4. DEDUCT ALL WORK ASSOCIATED WITH BUILDING 4. ALTERNATE NO. 4: DEDUCT ALL WORK ASSOCIATED WITH BUILDING 6.DEDUCT ALL WORK ASSOCIATED WITH BUILDING 6.

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CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

A E S

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

BSSRBP

G002

NAME

A1

NAME

1A

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

A E S

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

RJONBV

A-001

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

A E S

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

RJONBV

A501

557-15-101

FEBRUARY 10, 2017

A E S

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

RJONBV

A502

557-15-101

FEBRUARY 10, 2017

A E S

440 Martin Luther King Jr. Blvd

Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

RJONBV

A601

TECHNOLOGIES INFRASTRUCTURE

AND DEFICIENCIES

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

FINAL SUBMITTAL

APPLIED ENGINEERING

SOLUTIONS

PJC JPR

M001

LEGENDS AND

GENERAL NOTES

MECHANICAL

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NO. 21245

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VA FORM 08-6231A, MAR 1984

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U.S.GOVERNMENT PRINTING OFFICE:1984-440-467

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AutoCAD SHX Text 440 Martin Luther King, Jr. Blvd., Suite 401 Macon, Georgia 31201 Phone: (478) 314-1270 - Fax: (478) 314-1271 www.aes-pe.com

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LEGEND

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DEMOLITION PLANS

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NEW WORK PLANS

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EXISTING DUCT, PIPING OR EQUIPMENT TO REMAIN

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EXISTING DUCT, PIPING OR EQUIPMENT TO BE RELOCATED

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NEW DUCT, PIPING OR EQUIPMENT

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EXISTING DUCT, PIPING OR EQUIP. TO REMAIN

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EXISTING DUCT, PIPING OR EQUIPMENT TO BE RELOCATED

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EXISTING DUCT, PIPING OR EQUIPMENT TO BE REMOVED

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POINT OF CONNECTION/SCOPE OF WORK

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DUCT SIZE: FIRST DIMENSION IS SIDE DRAWN

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DUCT SECTION, POSITIVE

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DUCT SECTION, NEGATIVE

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FLEXIBLE DUCT CONNECTION

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SQUARE ELBOW WITH TURNING VANES

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RADIUS ELBOW WITH TURNING VANES

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CHANGE OF ELEVATION, ARROW INDICATES DIRECTION OF DROP

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DUCTWORK WITH 1" ACOUSTICAL LINER

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TRANSITION

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MANUAL VOLUME DAMPER

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AUTOMATIC (MOTORIZED) VOLUME DAMPER

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AVD

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MVD

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ACCESS DOORS, VERTICAL OR HORIZONTAL

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AP

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AP

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DUCT MOUNTED SMOKE DETECTOR

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SD

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SD

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SMOKE DETECTOR

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FIRE DAMPER AND SLEEVE

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AP

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FD

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RIGID ROUND DUCTWORK

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FLEXIBLE DUCT

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DUCT SIZE: FIRST DIMENSION IS HORIZONTAL

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SINGLE LINE DUCTWORK WITH TRANSITION

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DUCT END CAP

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MANUAL VOLUME DAMPER

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SQUARE TO ROUND TRANSITION

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MVD

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GRILLE DESIGNATION

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SIDEWALL DIFFUSER

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CEILING SUPPLY DIFFUSER

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CEILING RETURN OR EXHAUST REGISTER

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ABOVE FINISHED FLOOR

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DEGREES FAHRENHEIT

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WTD

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UC

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CONCRETE

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DIFF. PRESSURE SENSOR W/INDICATED EQUIPMENT CONTROLLER

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TEMPERATURE SENSOR W/INDICATED EQUIPMENT CONTROLLER

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CONCENTRIC PIPE REDUCER

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ECCENTRIC PIPE REDUCER

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GLOBE VALVE

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GLOBE ANGLE VALVE

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BALL VALVE

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PLUG VALVE

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3- WAY CONTROL VALVE

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ELECTRIC MOTOR VALVE ACTUATOR

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PNEUMATIC VALVE ACTUATOR

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VENTURI FLOWMETER

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MANUFACTURER

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VALVE IN VERTICAL PIPE

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1. THESE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE SCALED. THE THESE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE SCALED. THE CONTRACTOR SHALL VISIT THE JOB SITE BEFORE WORK BEGINS TO VERIFY ALL DIMENSIONS. NOTIFY THE ENGINEER OF ANY CONFLICTS. 2. COORDINATE DUCT ROUTING, PIPE ROUTING AND EQUIPMENT LOCATIONS WITH PLUMBING AND COORDINATE DUCT ROUTING, PIPE ROUTING AND EQUIPMENT LOCATIONS WITH PLUMBING AND ELECTRICAL INSTALLATIONS AND WITH BUILDING STRUCTURAL MEMBERS. OFFSET DUCTS AND SHIFT EQUIPMENT AS REQUIRED TO AVOID CONFLICTS. PROVIDE LAYOUT DRAWINGS AS SPECIFIED. 3. DUCT SIZES INDICATED ARE CLEAR INSIDE DIMENSIONS REQUIRED. WHERE DUCT LINER OCCURS, DUCT SIZES INDICATED ARE CLEAR INSIDE DIMENSIONS REQUIRED. WHERE DUCT LINER OCCURS, INCREASE SHEET METAL DUCT SIZES TO ACCOMMODATE LINER. 4. SUPPORT ALL DUCTS, PIPING, AND EQUIPMENT FROM PRIMARY BUILDING STRUCTURAL MEMBERS. SUPPORT ALL DUCTS, PIPING, AND EQUIPMENT FROM PRIMARY BUILDING STRUCTURAL MEMBERS. PROVIDE ADDITIONAL STRUCTURAL MEMBERS WHERE NECESSARY TO ACCOMPLISH THIS REQUIREMENT. 5. EQUIPMENT INDICATED TO BE REMOVED SHALL BE REMOVED FROM THE PROJECT SITE IN ITS ENTIRETY EQUIPMENT INDICATED TO BE REMOVED SHALL BE REMOVED FROM THE PROJECT SITE IN ITS ENTIRETY INCLUDING ALL HANGERS, ELECTRICAL CONDUIT, WIRING, ELECTRICAL JUNCTION BOXES, PIPING, CONTROLS AND ACCESSORIES RENDERED USELESS OR ABANDONED BY THE REMOVAL OF THE INDICATED EQUIPMENT. 6. THE TEST AND BALANCE CONTRACTOR SHALL BE A SUB-CONTRACTOR TO THE PRIME CONTRACTOR AND THE TEST AND BALANCE CONTRACTOR SHALL BE A SUB-CONTRACTOR TO THE PRIME CONTRACTOR AND NOT A SUB-CONTRACTOR TO THE MECHANICAL CONTRACTOR. TAB CONTRACTOR SHALL REVIEW AND APPROVE CONTRACTOR'S LAYOUT DRAWINGS. (DESIGN REVIEW) 7. DUCT HANGERS SHALL BE IN STRICT ACCORDANCE WITH FIG 4-4 OF SMACNA HVAC DUCT DUCT HANGERS SHALL BE IN STRICT ACCORDANCE WITH FIG 4-4 OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE - SECOND EDITION EXCEPT THAT HANGER WIRE SHALL NOT BE USED TO SUPPORT DUCTS OR EQUIPMENT, AND HANGERS THAT REQUIRE PENETRATION OF DUCT WITH BOLTS, RIVETS, SCREWS, WIRES OR ANY OTHER FASTENER SHALL NOT BE USED.

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GENERAL NOTES

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MOISTURE SENSOR

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AND DEFICIENCIES

CARL VINSON VA MEDICAL CENTER

DUBLIN, GEORGIA

557-15-101

FEBRUARY 10, 2017

FINAL SUBMITTAL

APPLIED ENGINEERING

SOLUTIONS

PJC JPR

M501

DETAILS

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NO. 21245

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PROFESSIONAL

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AutoCAD SHX Text one-quarter inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

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DRAWING NO.

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VA FORM 08-6231A, MAR 1984

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U.S.GOVERNMENT PRINTING OFFICE:1984-440-467

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AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 440 Martin Luther King, Jr. Blvd., Suite 401 Macon, Georgia 31201 Phone: (478) 314-1270 - Fax: (478) 314-1271 www.aes-pe.com

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MIN.

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MODELS.

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PER NEC ON ELECTRONIC

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36" MINIMUM CLEAR AREA

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REHEAT COIL CONNECTION PER

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HOT WATER COIL PIPING DETAIL.

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FLOOR PLAN. SEAL OUTLET DUCT

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FOR OUTLET DUCT SIZE SEE

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CONNECTION PER DUCT SEALING

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REQUIREMENTS.

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SCREWED AND SEALED CONNECTION.

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SEAL AS SPECIFIED FOR DUCT SEALING.

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OF SIZE SHOWN

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BRANCH DUCT

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ON FLOOR PLAN

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TO TERMINAL

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REDUCTION

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INLET SIZE "D"

AutoCAD SHX Text RIGID CONNECTION TO BRANCH DUCT OR MAXIMUM 2'-0" LENGTH OF STRAIGHT FLEXIBLE DUCT.

AutoCAD SHX Text SUPPORT FROM BUILDING STRUCTURE AT MINIMUM OF FOUR POINTS. FOLLOW SMACNA DUCT SUPPORT CRITERIA.

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GRILLE

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CEILING

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CEILING

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GRILLE

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%%UNOT ALLOWED

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AND SEAL WITH DUCT SEALANT.

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AND FOUR SHEET METAL SCREWS

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PLENUM WITH 22 GAUGE CLAMP

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CONNECT FLEXIBLE DUCT TO

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TURNING VANES

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1" ACOUSTICAL LINING.

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SHEET METAL PLENUM WITH

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CEILING

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CEILING DIFFUSER SEE

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PLANS AND SCHEDULE.

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PLENUM SIZE TO

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MATCH NECK SIZE

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MAX. 5'-0" STRAIGHT

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FLEXIBLE DUCT OR

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HARD DUCT, SEE PLANS

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FOR SIZE.

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STRUCTURE

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BALANCING DAMPER WITH LOCKING

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QUADRANT. TYPICAL ON ALL DIFFUSERS

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UNLESS OTHERWISE NOTED.

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SURFACES. PROVIDE O.B. DAMPER

AutoCAD SHX Text 45%%d RIGID RADIUS ELBOW

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SCALE: NONE

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DIFFUSER W/ INSULATION

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COMPLETELY COVERING METAL

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DUCT ACCESS PANEL

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SUPPORTED FROM

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MAIN SUPPLY DUCT

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STRUCTURE

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AIR FLOW

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MIN 4 INCH

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BRANCH SUPPLY DUCT

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SUPPORTED FROM STRUCTURE

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DAMPER

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OPPOSED BLADE BALANCING

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TURNING VANES

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DOUBLE WALL

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AIR FLOW

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RECTANGULAR TO ROUND

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45 DEGREE

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TAKE-OFF SEAL CONNECTION

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WITH GASKET

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30° MAX

AutoCAD SHX Text FLEXIBLE DUCT SHALL NOT EXCEED 5 LINEAR FEET AND ONE 30° OR LESS TURN PER SECTION.

AutoCAD SHX Text BALANCING DAMPER WITH LOCKING QUADRANT TYPICAL ALL DIFFUSERS, GRILLES & REGISTERS UNLESS OTHERWISE INDICATED. PROVIDE REMOTELY OPERATED BALANCING DAMPER IN ALL HARD CEILING LOCATIONS.

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V.A.V. TERMINAL

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RIGID METAL DUCT (SEE DETAIL)

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DUCT

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WALL OR CEILING

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1" MINIMUM ALL ROUND

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1/4" TO 1/2" CLEARANCE

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FUSIBLE LINK SET AT 165 F%%D

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'S' LOCK DUCT CONNECTIONS

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DUCT ACCESS PANEL

AutoCAD SHX Text FOLDING BLADE FIRE DAMPER IN TYPE 'B' FRAME, EXCEPT USE TYPE 'C' WHEN CONNECTING DIRECTLY TO ROUND DUCT.

AutoCAD SHX Text NOTES: A. HORIZONTAL FIRE DAMPER SIMILAR. PROVIDE HORIZONTAL FIRE DAMPER SIMILAR. PROVIDE SPRING LOADED CURTAIN WITH FUSIBLE LINK SET AT 165°F. B. DETAIL FOR GENERAL GUIDANCE, INSTALL DETAIL FOR GENERAL GUIDANCE, INSTALL EACH FIRE DAMPER IN STRICT ACCORDANCE WITH INSTALLATION INSTRUCTIONS PACKED WITH FIRE DAMPER TO ENSURE UL RATING.

AutoCAD SHX Text 2"x2"x1/4" ANGLE IRON FRAME ALL ROUND, BOTH SIDES, MITERED AND WELDED AT CORNERS. OMIT FRAME ON ROOM SIDE OF WALL WHEN CONNECTING DIRECTLY TO SIDEWALL REGISTER.

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FACTORY FABRICATED 16 GAUGE SLEEVE.

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FLOOR PLANS TO EXTERIOR DRYWELL DRAIN.

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1/2" TYPE M HARD DRAWN COPPER ROUTE AS SHOWN ON

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FERNCO FLEXIBLE COUPLING WITH HOSE CLAMPS.

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FAN OFF IN CASE OF PUMP FAILURE.

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SWITCH TO AHU FAN MOTOR CONTROL CIRCUIT TO TURN

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ROUTE WIRING IN CONDUIT FROM HIGH LEVEL FLOAT

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HOSE CLAMP.

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BARBED DISCHARGE HOSE CONNECTION.

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REMOVAL PUMP AND SUMP. PERFORMANCE 1 GPM AT 20 FEET TDH.

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LITTLE GIANT MODEL VCL-24ULS OR EQUIVALENT CONDENSATE

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NOTES:

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(DRAIN CONNECTION TO SUMP PUMP ONLY)

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3/4" TYPE M HARD DRAWN COPPER CONDENSATE LINE

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MOISTURE SENSOR AS SPECIFIED. CONNECT TO DDC SYSTEM.

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STAINLESS STEEL DRAIN PAN

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#57 GRAVEL

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PROVIDE SYNTHETIC SOIL FABRIC

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GRASS HAS BEEN DISTURBED.

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AROUND ALL SIDES OF DRYWELL.

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RE-SEED SOIL WHERE ANY

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12"MIN.

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COMPACT EARTH FILL.

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%%UFIRE DAMPER DETAIL

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%%URETURN AND EXHAUST GRILLE CONNECTION DETAIL

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%%ULOW HEAD CLEARANCE DIFFUSER DETAIL

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%%UVAV TERMINAL INSTALLATION DETAIL (PLAN VIEW)

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%%UDRYWELL DRAIN DETAIL

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%%UDRAIN CONNECTION TO SUMP PUMP

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PITCH

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PITCH

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BI-FLOW SOLENOID VALVE (SOLENOID DROP CONTROL), FOR HEAT PUMPS

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ISOLATION VALVE

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ISOLATION VALVE

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ISOLATION VALVE

AutoCAD SHX Text TXV (RPB / BI-FLOW-TYPE FOR HEAT PUMPS) (HARD SHUT-OFF TYPE FOR COOLING ONLY UNITS)

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FILTER DRIER (BI-FLOW TYPE FOR HEAT PUMPS)

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SIGHT GLASS

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DX COIL

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RS

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RL

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OIL TRAP

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HEAT PUMP

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UNIT

AutoCAD SHX Text CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE FOR CORRECTLY SIZING REFRIGERANT LINES TO ENSURE THAT EQUIPMENT DELIVERS FULL SCHEDULED CAPACITY WITHOUT NEGATIVELY IMPACTING THE LIFE OF THE EQUIPMENT. WHEN REQUIRED BY THE INSTALLATION CONDITIONS AND LENGTH OF REFRIGERANT LINES THE CONTRACTOR AND HVAC UNIT MANUFACTURER SHALL PROVIDE AT NO ADDITIONAL COST ALL SPECIALTY EQUIPMENT REQUIRED FOR PROPER EQUIPMENT OPERATION. SPECIALTY EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO SPECIALTY VALVES SUCH AS REFRIGERANT SOLENOID VALVES, PUMP DOWN CONTROLS, SUB-COOLING EXPANSION VALVES, AND REFRIGERANT LIQUID RECEIVERS. TAB AGENT SHALL CHECK TXV SUCTION AND SUPERHEAT SETTING AND REPORT.

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%%UNOTE:

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SCALE: NONE

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%%UDX PIPING SCHEMATIC

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%%UCONDENSATE DRAIN PIPING

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DRAIN LINE

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DRAIN PAN

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SQUARE HEAD PLUG

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PER FT.

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2 PIPE DIAMETERS

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DRAIN LINE TO BE

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SLOPED 1/4" MIN.

AutoCAD SHX Text NOTES: 1. FILL TRAP MANUALLY ON INITIAL START-UP. FILL TRAP MANUALLY ON INITIAL START-UP. 2. TRAP EACH COMPONENT DRAIN CONNECTION. TRAP EACH COMPONENT DRAIN CONNECTION. 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 4. A=NEG. OR POS. S.P. ON THE DRAIN PAN + 2" A=NEG. OR POS. S.P. ON THE DRAIN PAN + 2" B=(2 X NEG. S.P.) + 4" FOR DRAW THRU UNITS. B=A +2" FOR BLOW THRU UNITS. 5. DETERMINE "A" AND "B" DIMENSIONS FOR THE DETERMINE "A" AND "B" DIMENSIONS FOR THE SUBMITTED UNIT BASED ON MANUFACTURER'S PRESSURE PROFILE.

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1/2" CONDENSATE DRAIN COPPER WITH SLOPE 1/8" PER FOOT.

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FROM BLOWER COIL UNIT.

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3/4" TYPE M HARD DRAWN DRAIN COPPER TO FLOOR SINK

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LAG BOLT CONDENSING UNIT TO CONCRETE PAD.

AND DEFICIENCIES

CARL VINSON…