P440-1758378_P441-1758380_RECRUIT BARRACKS_REVISION 1.pdf
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- Attached to
- DESIGN-BID-BUILD, FOR THE P440 & 441 RECRUIT BARRACKS, MCRD PARRIS ISLAND, SOUTH CAROLINA
- Solicitation number
- N4008525R2510
About this file
This document is a continuation sheet for architectural and mechanical drawing revisions for the P440 and P441 Recruit Barracks project at Marine Corps Recruit Depot Parris Island, South Carolina. The revision covers multiple drawing sheets across architectural and mechanical disciplines, with changes affecting various aspects of the building design including attic floor plans, building elevations, building sections, wall sections, interior partition types, exterior details, and mechanical systems such as ductwork, mechanical controls, and schedules.
Key technical revisions include modifications to insulation specifications (adding continuous 3 1/2" unfaced fiberglass batt insulation in multiple locations), removal of specific exhaust fans and louvers, adjustments to mechanical system parameters like supply and return air ductwork, and changes to mechanical equipment specifications. The drawings are part of a design-bid-build project to construct two new recruit barracks supporting combined male and female recruit training, with the goal of providing adequate open squad bay billeting and administrative spaces for recruits and permanent party personnel at the Marine Corps Recruit Depot.
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Text version
N40085-24-R-XXXX
NAVFAC
WORK ORDER NUMBER
1758378/1758380
PROPOSED AMENDMENT
P440 & P441 RECRUIT BARRACKS
MARINE CORP RECRUIT DEPOT
PARRIS ISLAND, SOUTH CAROLINA
CONTINUATION SHEET
DOCUMENT 00 01 15 LIST OF DRAWINGS
1.2 CONTRACT DRAWINGS
NAVFAC Drawing Numbers [12913861, 12913867, 12913891, 12913892, 12913905, 12913911, 12913915, 12913916, 12913917, 12913918, 12913919, 12913920, 12913939, 12913945, 12913956, 12914070, 12914074, 12914086, 12914090, 12914094, 12914095, 12914102, 12914105, 12914374, 12914375, 12914388, 12914394, 12914398, 12914399, 12914400, 12914401, 12914402, 12914403, 12914422, 12914428, 12914439, 12914554, 12914558, 12914570, 12914574, 12914578, 12914579, 12914586, 12914589] are revised as of May 28, 2025. These revised drawings accompany this amendment.
P440 Recruit Barracks (WON: 1758378)
On NAVFAC Dwg. No. 12913861 (AD101A)
Work Keynotes
1. Amended General Sheet Note 1 Revised to: "BUILDINGS 737 AND 738 ARE TO BE
DEMOLISHED IN THEIR ENTIRETY"
On NAVFAC Dwg. No. 12913867 (AD101B)
Work Keynotes
1. Amended General Sheet Note 1 Revised to: "BUILDINGS 737 AND 738 ARE TO BE
DEMOLISHED IN THEIR ENTIRETY"
On NAVFAC Dwg. No. 12913891 (AE104.1)
1. Added Work Keynote 7 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
OVER BOTTOM CHORD OF METAL TRUSS FOR FULL EXTENTS OF ATTIC SLAB.
On NAVFAC Dwg. No. 12913892 (AE104.2)
On NAVFAC Dwg. No. 12913905 (AE200)
1. A3/A200: Removed “L7” louver.
On NAVFAC Dwg. No. 12913911(AE206)
1. B1/A206: Removed “L7” louver.
On NAVFAC Dwg. No. 12913915(AE300)
1. Added Work Keynote 23 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
OVER BOTTOM CHORD OF METAL TRUSS FOR FULL EXTENTS OF ATTIC SLAB.”
On NAVFAC Dwg. No. 12913916(AE301)
1. Added Work Keynote 20 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
OVER BOTTOM CHORD OF METAL TRUSS FOR FULL EXTENTS OF ATTIC SLAB.”
On NAVFAC Dwg. No. 12913917(AE302)
Work Keynotes
1. Added Work Keynote 21 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
On NAVFAC Dwg. No. 12913918(AE303)
2. Amended Work Keynote 22 to read “CONTINUOUS 3 1/2" UNFACED BATT INSULATION
(R-11 MIN) AT RAKE AND EAVE.
On NAVFAC Dwg. No. 12913919(AE304)
1. Amended Work Keynote 22 to read “CONTINUOUS 3 1/2" UNFACED BATT INSULATION
On NAVFAC Dwg. No. 12913920(AE305)
On NAVFAC Dwg. No. 12913939 (AE500)
1. Partition type A added note: "CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT
INSULATION (R-11 MIN) A3 ONLY
2. Amended General Sheet Note 9 “MOISTURE RESISTANT GYPSUM BOARD AT SHOWERS, TOILETS, LOCKER ROOMS AND LAUNDRIES - AT TILE LOCATIONS USE
CEMENTITIOUS BACKER GYPSUM BOARD” to read
"MOISTURE RESISTANT GYPSUM BOARD AT SHOWERS, TOILETS, LOCKER ROOMS
AND LAUNDRIES -AT CMU LOCATIONS WITH SOLID SURFACE, PROVIDE 7/8"
FURRING WITH CEMENTITIOUS BACKER BOARD BEHIND TILE. AT TILE
LOCATIONS USE CEMENTITIOUS BACKER GYPSUM BOARD."
On NAVFAC Dwg. No. 12913945(AE506)
1. C1/AE506: Amended note “6” MINERAL WOOL BATT INSULATION AT SOFFIT” to read
“CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN) AT SOFFIT”
2. A1/AE506: Amended note “6” MINERAL WOOL BATT INSULATION AT RAKE” to read
“FILL WITH UNFACED BATT INSULATION (R-11 MIN) AT RAKE”
On NAVFAC Dwg. No. 12913956(AE605)
1. “L7” Louver not used.
2. Louver Schedule revised to include material.
On NAVFAC Dwg. No. 12914070 (MH102.1)
Drawings
1. Removed exhaust fan (EF-3) and all associated ductwork.
2. Added supply and return air ductwork.
Work Keynotes
1. Amended note “5” “8"X10" EXHAUST DUCT DOWN TO MECHANICAL ROOM. SEE
ENLARGED PLAN A3, SHEET MI403. INSTALL FIRE DAMPER IN DUCT AT ROOF
SLAB.” to read “DUCT DOWN THROUGH ATTIC SLAB INTO HQ AREA OVERHEAD
MEP SPACE. SEE ENLARGED PLAN B2 SHEET MI403 FOR CONTINUATION.”
2. Amended note “8” “1/4"X1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. TO
PROVIDE 300 CFM OF MAKE UP AIR TO ATTIC SPACE.” to read “1/4" X 1/4" SCREEN
MESH TO COVER OPEN-ENDED DUCT. PROVIDE 50 CFM OF RETURN AIR.”
3. Amended note “9” “8"X10" OUTSIDE AIR DUCT DOWN TO MECHANICAL ROOM. SEE
ENLARGED PLAN A3, SHEET MI403. INSTALL FIRE DAMPER IN DUCT AT ROOF
SLAB.” to read “1/4" X 1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. PROVIDE
50 CFM OF SUPPLY AIR.”
On NAVFAC Dwg. No. 12914074 (MH104)
1. Removed exhaust fan (EF-4) and all associated ductwork.
2. Added supply and return air ductwork.
Work Keynotes
1. Amended note “1” “ROUTE DUCTWORK HIGH IN THE ATTIC THROUGH ROOF
FRAMING. KEEP DUCT OUT OF ATTIC MAINTENANCE WALK PATH.” to read “1/4" X
1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. PROVIDE 300 CFM OF SUPPLY
AIR.”
2. Amended note “2” “1/4" X 1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. TO
PROVIDE 300 CFM OF MAKE UP AIR FOR THE ATTIC.” to read “1/4" X 1/4" SCREEN
MESH TO COVER OPEN-ENDED DUCT. PROVIDE 300 CFM OF RETURN AIR.”
3. Amended note “3” “DUCT DOWN THROUGH ROOF SLAB INTO MECHANICAL ROOM.
SEE SHEET MI407 FOR CONTINUATION.” to read “DUCT DOWN THROUGH ATTIC
SLAB INTO MECHANICAL ROOM. SEE SHEET MI407 FOR CONTINUATION.”
On NAVFAC Dwg. No. 12914086 (MI403)
1. Removed exhaust fan (EF-3) ductwork and control dampers.
2. Removed louver (L-7).
3. Added supply and return ductwork.
Work Keynotes
1. Amended note “7” “8"X10" EXHAUST DUCTWORK DOWN FROM ATTIC. SEE SHEET
MH102.1 FOR CONTINUATION.” to read “HYDRONIC WATER RETURN AND SUPPLY
DOWN THRU FLOOR SLAB. SEE MS101 FOR CONTINUATION.”
2. Amended note “11” “8"X10" OUTSIDE AIR DUCTWORK DOWN FROM ATTIC; SEE
SHEET MH102.1 FOR CONTINUATION.” to read “RETURN AIR DUCTWORK UP THRU
ATTIC FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT
ATTIC FLOOR SLAB; SEE SHEET MH102.1 FOR CONTINUATION.”
3. Amended note “12” “HYDRONIC WATER RETURN AND SUPPLY DOWN THRU FLOOR
SLAB. SEE MS101 FOR CONTINUATION.” to read “SUPPLY AIR DUCTWORK UP THRU
ATTIC FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT
ATTIC FLOOR SLAB; SEE SHEET MH102.1 FOR CONTINUATION.”
On NAVFAC Dwg. No. 12914090 (MI407)
1. Removed exhaust fan (EF-4) ductwork and control dampers.
2. Added supply and return ductwork.
Work Keynotes
1. Amended note “6” “EXHAUST DUCTWORK UP TO ATTIC EXHAUST FAN THRU ATTIC
FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC
FLOOR SLAB.” to read “RETURN DUCTWORK UP THRU ATTIC FLOOR SLAB.
PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC FLOOR SLAB.”
2. Amended note “7” “OUTDOOR AIR DUCTWORK UP FROM LOUVER THRU ATTIC
FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC
FLOOR SLAB.” to read “SUPPLY AIR DUCTWORK UP THRU ATTIC FLOOR SLAB.
PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC FLOOR SLAB.”
On NAVFAC Dwg. No. 12914094 (MI503)
3. Removed detail C4
On NAVFAC Dwg. No. 12914095 (MI601)
Drawings
1. Amended DOAS-A1 supply CFM from “4280” to “4330”.
2. Amended DOAS-A1 exhaust CFM from “3865” to “3915”.
3. Amended DOAS-A1, A2, B1, B2 WPD from “6.1” to “5.6”.
4. Amended DOAS-A3 supply CFM from “3670” to “3970”.
5. Amended DOAS-A3 exhaust CFM from “3270” to “3570”.
6. Amended DOAS-A3 Heat Pump Cooling Capacity from “174” to “189”.
7. Amended DOAS-A3 Sensible Capacity from “105” to “114”.
8. Amended DOAS-A3 Total Capacity from “332” to “359”.
9. Amended DOAS-A3 Cooling Recovery from “255” to “236”.
10. Amended DOAS-A3 Heating Recovery from “273” to “252”.
11. Amended DOAS-A3 Total Heating MBH from “229” to “248”.
12. Amended DOAS-A3 Heat Pump heating Capacity from “61” to “66”.
13. Amended DOAS-A3 Coil Data GPM from “40” to “45”.
14. Amended DOAS-A3 Coil Data Heating EWT from “65” to “50”.
15. Amended DOAS-A3 Coil Data WPD from “6.1” to “3.7”.
16. Amended DOAS-A3 Hot Gas Reheat LAT from “72”to”70”
17. Amended DOAS-A3 Hot Gas MBH from “79.27” to “77”.
18. Amended DOAS-A3 WPD from “6.1” to “3.7”.
19. Amended DOAS-B3 supply CFM from “3670” to “3970”.
20. Amended DOAS-B3 exhaust CFM from “3270” to “3570”.
21. Amended DOAS-B3 Heat Pump Cooling Capacity from “174” to “189”.
22. Amended DOAS-B3 Sensible Capacity from “105” to “114”.
23. Amended DOAS-B3 Total Capacity from “332” to “359”.
24. Amended DOAS-B3 Cooling Recovery from “255” to “236”.
25. Amended DOAS-B3 Heating Recovery from “273” to “252”.
26. Amended DOAS-B3 Total Heating MBH from “229” to “248”.
27. Amended DOAS-B3 Heat Pump heating Capacity from “61” to “66”.
28. Amended DOAS-B3 Coil Data GPM from “40” to “45”.
29. Amended DOAS-B3 Coil Data Heating EWT from “65” to “50”.
30. Amended DOAS-B3 Coil Data WPD from “6.1” to “3.7”.
31. Amended DOAS-B3 Hot Gas Reheat LAT from “72”to”70”
32. Amended DOAS-B3 Hot Gas MBH from “79.27” to “77”.
33. Amended DOAS-B3 WPD from “6.1” to “3.7”.
34. Amended All DOAS heating EWT from “65” to “50”.
35. Amended “EXHAUST FAN SCHEDULE” to not include EF-3 and EF-4 data.
On NAVFAC Dwg. No. 12914102 (MI803)
1. Amended controls drawing titled “CONTROLS – MECHANICAL VENTILATION EF-1 THRU
EF-4” to read “CONTROLS – MECHANICAL VENTILATION EF-1 THRU EF-2”.
2. Amended controls drawing titled “CONTROLS – MECHANICAL VENTILATION EF-1 THRU
EF-4” point list to read “MECHANICAL VENTILATION CONTROL POINTS EF-1 THRU EF-
2”.
On NAVFAC Dwg. No. 12914105 (MI806)
1. Amended controls drawing titled “CONTROLS – DDC SYSTEM ARCHITECTURE” to not include EF-3 and EF-4.
2. Added Located in telecomm room 131 to the MCEN FPOC
P441 Recruit Barracks (WON: 1758380)
On NAVFAC Dwg. No. 12914374 (AE104.1)
On NAVFAC Dwg. No. 12914375 (AE104.2)
On NAVFAC Dwg. No. 12914388 (AE200)
1. A3/A200: Removed “L7” louver.
On NAVFAC Dwg. No. 12914394(AE206)
2. B1/A206: Removed “L7” louver.
On NAVFAC Dwg. No. 12914398AE300)
2. Added Work Keynote 23 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
On NAVFAC Dwg. No. 12914399(AE301)
2. Added Work Keynote 20 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
On NAVFAC Dwg. No. 12914400(AE302)
3. Added Work Keynote 21 “CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN)
On NAVFAC Dwg. No. 12914401(AE303)
On NAVFAC Dwg. No. 12914402(AE304)
On NAVFAC Dwg. No. 12914403(AE305)
On NAVFAC Dwg. No. 12914422 (AE500)
1. Partition type A added note: "CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT
INSULATION (R-11 MIN) A3 ONLY
3. Amended General Sheet Note 9 “MOISTURE RESISTANT GYPSUM BOARD AT SHOWERS, TOILETS, LOCKER ROOMS AND LAUNDRIES - AT TILE LOCATIONS USE
CEMENTITIOUS BACKER GYPSUM BOARD” to read
"MOISTURE RESISTANT GYPSUM BOARD AT SHOWERS, TOILETS, LOCKER ROOMS
AND LAUNDRIES -AT CMU LOCATIONS WITH SOLID SURFACE, PROVIDE 7/8"
FURRING WITH CEMENTITIOUS BACKER BOARD BEHIND TILE. AT TILE
LOCATIONS USE CEMENTITIOUS BACKER GYPSUM BOARD."
On NAVFAC Dwg. No. 12914428(AE506)
1. C1/AE506: Amended note “6” MINERAL WOOL BATT INSULATION AT SOFFIT” to read
“CONTINUOUS 3 1/2" UNFACED BATT INSULATION (R-11 MIN) AT SOFFIT”
2. A1/AE506: Amended note “6” MINERAL WOOL BATT INSULATION AT RAKE” to read
“FILL WITH UNFACED BATT INSULATION (R-11 MIN) AT RAKE”
On NAVFAC Dwg. No. 12914439(AE605)
1. “L7” Louver not used.
2. Louver Schedule revised to include material.
On NAVFAC Dwg. No. 12914554 (MH102.1)
1. Removed exhaust fan (EF-3) and all associated ductwork.
2. Added supply and return air ductwork.
Work Keynotes
1. Amended note “5” “8"X10" EXHAUST DUCT DOWN TO MECHANICAL ROOM. SEE
ENLARGED PLAN A3, SHEET MI403. INSTALL FIRE DAMPER IN DUCT AT ROOF
SLAB.” to read “DUCT DOWN THROUGH ATTIC SLAB INTO HQ AREA OVERHEAD
MEP SPACE. SEE ENLARGED PLAN B2 SHEET MI403 FOR CONTINUATION.”
2. Amended note “8” “1/4"X1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. TO
PROVIDE 300 CFM OF MAKE UP AIR TO ATTIC SPACE.” to read “1/4" X 1/4" SCREEN
MESH TO COVER OPEN-ENDED DUCT. PROVIDE 50 CFM OF RETURN AIR.”
3. Amended note “9” “8"X10" OUTSIDE AIR DUCT DOWN TO MECHANICAL ROOM. SEE
ENLARGED PLAN A3, SHEET MI403. INSTALL FIRE DAMPER IN DUCT AT ROOF
SLAB.” to read “1/4" X 1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. PROVIDE
50 CFM OF SUPPLY AIR.”
On NAVFAC Dwg. No. 12914558 (MH104)
1. Removed exhaust fan (EF-4) and all associated ductwork.
2. Added supply and return air ductwork.
Work Keynotes
1. Amended note “1” “ROUTE DUCTWORK HIGH IN THE ATTIC THROUGH ROOF
FRAMING. KEEP DUCT OUT OF ATTIC MAINTENANCE WALK PATH.” to read “1/4" X
1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. PROVIDE 300 CFM OF SUPPLY
AIR.”
2. Amended note “2” “1/4" X 1/4" SCREEN MESH TO COVER OPEN-ENDED DUCT. TO
PROVIDE 300 CFM OF MAKE UP AIR FOR THE ATTIC.” to read “1/4" X 1/4" SCREEN
MESH TO COVER OPEN-ENDED DUCT. PROVIDE 300 CFM OF RETURN AIR.”
3. Amended note “3” “DUCT DOWN THROUGH ROOF SLAB INTO MECHANICAL ROOM.
SEE SHEET MI407 FOR CONTINUATION.” to read “DUCT DOWN THROUGH ATTIC
SLAB INTO MECHANICAL ROOM. SEE SHEET MI407 FOR CONTINUATION.”
On NAVFAC Dwg. No. 12914570 (MI403)
1. Removed exhaust fan (EF-3) ductwork and control dampers.
2. Removed louver (L-7).
3. Added supply and return ductwork.
Work Keynotes
1. Amended note “7” “8"X10" EXHAUST DUCTWORK DOWN FROM ATTIC. SEE SHEET
MH102.1 FOR CONTINUATION.” to read “HYDRONIC WATER RETURN AND SUPPLY
DOWN THRU FLOOR SLAB. SEE MS101 FOR CONTINUATION.”
2. Amended note “11” “8"X10" OUTSIDE AIR DUCTWORK DOWN FROM ATTIC; SEE
SHEET MH102.1 FOR CONTINUATION.” to read “RETURN AIR DUCTWORK UP THRU
ATTIC FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT
ATTIC FLOOR SLAB; SEE SHEET MH102.1 FOR CONTINUATION.”
3. Amended note “12” “HYDRONIC WATER RETURN AND SUPPLY DOWN THRU FLOOR
SLAB. SEE MS101 FOR CONTINUATION.” to read “SUPPLY AIR DUCTWORK UP THRU
ATTIC FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT
ATTIC FLOOR SLAB; SEE SHEET MH102.1 FOR CONTINUATION.”
On NAVFAC Dwg. No. 12914574 (MI407)
1. Removed exhaust fan (EF-4) ductwork and control dampers.
2. Added supply and return ductwork.
Work Keynotes
1. Amended note “6” “EXHAUST DUCTWORK UP TO ATTIC EXHAUST FAN THRU ATTIC
FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC
FLOOR SLAB.” to read “RETURN DUCTWORK UP THRU ATTIC FLOOR SLAB.
PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC FLOOR SLAB.”
2. Amended note “7” “OUTDOOR AIR DUCTWORK UP FROM LOUVER THRU ATTIC
FLOOR SLAB. PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC
FLOOR SLAB.” to read “SUPPLY AIR DUCTWORK UP THRU ATTIC FLOOR SLAB.
PROVIDE VERTICAL FIRE DAMPER WITH ACCESS DOOR AT ATTIC FLOOR SLAB.”
On NAVFAC Dwg. No. 12914578 (MI503)
4. Removed detail C4
On NAVFAC Dwg. No. 12914579 (MI601)
1. Amended DOAS-A1 supply CFM from “4280” to “4330”.
2. Amended DOAS-A1 exhaust CFM from “3865” to “3915”.
3. Amended DOAS-A1, A2, B1, B2 WPD from “6.1” to “5.6”.
4. Amended DOAS-A3 supply CFM from “3670” to “3970”.
5. Amended DOAS-A3 exhaust CFM from “3270” to “3570”.
6. Amended DOAS-A3 Heat Pump Cooling Capacity from “174” to “189”.
7. Amended DOAS-A3 Sensible Capacity from “105” to “114”.
8. Amended DOAS-A3 Total Capacity from “332” to “359”.
9. Amended DOAS-A3 Cooling Recovery from “255” to “236”.
10. Amended DOAS-A3 Heating Recovery from “273” to “252”.
11. Amended DOAS-A3 Total Heating MBH from “229” to “248”.
12. Amended DOAS-A3 Heat Pump heating Capacity from “61” to “66”.
13. Amended DOAS-A3 Coil Data GPM from “40” to “45”.
14. Amended DOAS-A3 Coil Data Heating EWT from “65” to “50”.
15. Amended DOAS-A3 Coil Data WPD from “6.1” to “3.7”.
16. Amended DOAS-A3 Hot Gas Reheat LAT from “72”to”70”
17. Amended DOAS-A3 Hot Gas MBH from “79.27” to “77”.
18. Amended DOAS-A3 WPD from “6.1” to “3.7”.
19. Amended DOAS-B3 supply CFM from “3670” to “3970”.
20. Amended DOAS-B3 exhaust CFM from “3270” to “3570”.
21. Amended DOAS-B3 Heat Pump Cooling Capacity from “174” to “189”.
22. Amended DOAS-B3 Sensible Capacity from “105” to “114”.
23. Amended DOAS-B3 Total Capacity from “332” to “359”.
24. Amended DOAS-B3 Cooling Recovery from “255” to “236”.
25. Amended DOAS-B3 Heating Recovery from “273” to “252”.
26. Amended DOAS-B3 Total Heating MBH from “229” to “248”.
27. Amended DOAS-B3 Heat Pump heating Capacity from “61” to “66”.
28. Amended DOAS-B3 Coil Data GPM from “40” to “45”.
29. Amended DOAS-B3 Coil Data Heating EWT from “65” to “50”.
30. Amended DOAS-B3 Coil Data WPD from “6.1” to “3.7”.
31. Amended DOAS-B3 Hot Gas Reheat LAT from “72”to”70”
32. Amended DOAS-B3 Hot Gas MBH from “79.27” to “77”.
33. Amended DOAS-B3 WPD from “6.1” to “3.7”.
34. Amended All DOAS heating EWT from “65” to “50”.
35. Amended “EXHAUST FAN SCHEDULE” to not include EF-3 and EF-4 data.
36. Amended “EXHAUST FAN SCHEDULE” to not include EF-3 and EF-4 data.
On NAVFAC Dwg. No. 12914586 (MI803)
1. Amended controls drawing titled “CONTROLS – MECHANICAL VENTILATION EF-1 THRU
EF-4” to read “CONTROLS – MECHANICAL VENTILATION EF-1 THRU EF-2”.
2. Amended controls drawing titled “CONTROLS – MECHANICAL VENTILATION EF-1 THRU
EF-4” point list to read “MECHANICAL VENTILATION CONTROL POINTS EF-1 THRU EF-
2”.
On NAVFAC Dwg. No. 12914589 (MI806)
1. Amended controls drawing titled “CONTROLS – DDC SYSTEM ARCHITECTURE” to not include EF-3 and EF-4.
2. Added Located in telecomm room 131 to the MCEN FPOC
SPECIFICATIONS
Section 05 40 00 COLD-FORMED METAL FRAMING
Amendment: Paragraph 2.3.2, a: Revised sentence, “Electroplated to a minimum of 5 micron zinc coating per ASTM F1941 or hot-dipped galvanized per ASTM A123/A123M or ASTM A153/A153M.” to read
“Hot-dipped galvanized per ASTM A123/A123M or ASTM A153/A153M.” This revised specification section accompanies this amendment.
Section 22 00 00 PLUMBING, GENERAL PURPOSE
Amendment: Paragraph 3.1.5.2, a: Revised sentence, “Pipes passing through roof must be installed through a 16 ounce copper flashing, each within an integral skirt or flange.” to read “Pipes passing through roof must be installed IAW 07 60 00 FLASHING AND SHEET METAL and contract drawings.”
This revised specification section accompanies this amendment.
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MGC
12913861
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AD
1A
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
PLAN
NORTH
SCALE: 1/8" = 1'-0"B1 BLDG 737 - FOUNDTION / CRAWLSPACE FLOOR PLAN - DEMOLITION
9 ALL EXISTING TIMBER PILES MUST BE COMPLETELY EXTRACTED USING A
VIBRATORY EXTRACTOR OR HYDRAULIC EXTRACTOR, AS NECESARY.
IMMEDIATELY FOLLOWING THE EXTRACTION OF EACH PILE THE CAVITY
MUST BE COMPLETELY BACKFILLED WITH SCDOT EXCAVATABLE FLOWABLE
FILL.
10 SEE CIVIL DEMOLITION DRAWINGS FOR EXTENTS OF SITE AND UTILITY
DEMOLITION.
1 BUILDINGS 737 AND 738 ARE TO BE DEMOLISHED IN THEIR ENTIRETY
2 INCLUDED WITH THE CONTRACT SPECIFICATIONS ARE SUPPLEMENTARY
REFERENCE DRAWINGS OF THE 2018 / 2019 DEMOLITION PROJECT OF
BUILDING 739 THAT SHOW ORIGINAL AND EXISTING CONSTRUCTION OF THE
BUILDING. BUILDINGS 737 AND 738 APPEAR IDENTICAL TO BUILDING 739.
BIDS ARE TO BASED ON CONTRACT DRAWINGS, SPECIFICATIONS AND
SUPPLEMENTARY REFERENCE DRAWINGS OF ORIGINAL CONSTRUCTION.
ALL DISCREPANCIES BETWEEN THE CONTRACT DEMOLITION DRAWINGS
AND THE SUPPLEMENTARY ORIGINAL CONSTRUCTION DRAWINGS MUST BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER
IN WRITING.
3 REVIEW ALL AVAILABLE DOCUMENTS AND ATTEND PRE-BID SITE VISITS AS
MADE AVAILABLE TO VERIFY OR CLARIFY SCOPE AND QUANTITY OF ITEMS
TO BE DEMOLISHED.
4 DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE
FEDERAL STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES.
5 CONTRACT INCLUDES DEMOLITION AND DISPOSAL OF ENTIRE BUILDING
INCLUDING FOUNDATION, PILES, SUBSURFACE UTILITIES, MECHANICAL
EQUIPMENT, PLUMBING EQUIPMENT, CONTROLS, DUCTWORK, PIPES,
INSULATION, HANGERS, AND SUPPORTS. DEMOLITION TO INCLUDE ALL
BUILDING ELEMENTS, BUILDING SYSTEMS AND BUILDING STRUCTURE.
6 EVACUATE ALL REFRIGERANT BASED SYSTEMS BEFORE DISPOSAL.
7 BASE BIDS ON EXISTING TIMBER PILES CONTAINING CREOSOTE AND AN
OVERALL LENGTH OF 40 FEET EACH.
8 EAD BASED PAINT (LBP). SEE ENVIRONMENTAL HAZARDOUS MATERIALS
DEMOLITION SHEETS (HD SERIES SHEETS).
1 DEMOLISH AND DISPOSE OF FOUNDATIONS, PILE CAPS AND PILE COMPLETE.
2 DEMOLISH AND DISPOSE OF CRAWLSPACE MECHANICAL, PLUMBING AND
ELECTRICAL COMPLETE.
NOTE: TOP OF PILE CAP
FOOTINGS ARE 4'-0" ±.
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES KEYNOTES GRAPHIC SCALE(S)#BUILDING DESCRIPTION
1 BUILDING 737 IS A BARRACKS. IT WAS CONSTRUCTED IN 1959 AND CONTAINS
APPROXIMATELY 20,604 SF. THE BUILDING IS A THREE STORY BRICK AND
CONCRETE BLOCK STRUCTURE WITH CONCRETE FLOORS AND ROOF SLAB,
CONCRETE COLUMNS AND AN ASPHALT BUILT-UP ROOF. THE PRIMARY
INTERIOR BUILDING FINISHES INCLUDE CERAMIC TILE, GWB DRYWALL AND
JOINT COMPOUND, CMU BLOCK AND TEXTURED CONCRETE CEILINGS
2 THE BUILDING’S HVAC EQUIPMENT IS LOCATED IN VARIOUS MECHANICAL
ROOMS. CONDITIONED AIR IS DISTRIBUTED THROUGHOUT THE BUILDING
USING METAL INSULATED DUCTS.
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
MI
SC
. R
EV
IS
IO
NS
/28
/25
218'-0" ± (VERIFY IN FIELD)
46'-5" ± 161'-7" ± 10'-0" ±
7'- 6"
'-0
7'- 6"
'-0
(V
ER
IF
Y
IN
F
IE
LD
7'- 6"
'-6
'-0
(V
ER
IF
Y
IN
F
IE
LD
CRAWLSPACE
(EXPOSED EARTH)
B1
AD301B
B1
AD301B
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
4:
:1
PM
C :\R ev it
Lo ca l F ile s\ B7
-1
_A
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ch an g.
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AD101B
P4
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B
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BL
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FO
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AT
IO
N
C R
AW
LS
PA
C
E
PL
AN
D
EM
O
LI
TI
O
N
MGC
12913867
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
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IT
D
EP
O
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EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AD
1B
Approved by CDR Heather Hess P.E., MCRDPI Public Works Officer, with
MCRDPI, via Email.
PLAN
NORTH
SCALE: 1/8" = 1'-0"B1 BLDG 738 - FOUNDTION / CRAWLSPACE FLOOR PLAN - DEMOLITION
9 ALL EXISTING TIMBER PILES MUST BE COMPLETELY EXTRACTED USING A
VIBRATORY EXTRACTOR OR HYDRAULIC EXTRACTOR, AS NECESARY.
IMMEDIATELY FOLLOWING THE EXTRACTION OF EACH PILE THE CAVITY
MUST BE COMPLETELY BACKFILLED WITH SCDOT EXCAVATABLE FLOWABLE
FILL.
10 SEE CIVIL DEMOLITION DRAWINGS FOR EXTENTS OF SITE AND UTILITY
DEMOLITION.
1 BUILDINGS 737 AND 738 ARE TO BE DEMOLISHED IN THEIR ENTIRETY
2 INCLUDED WITH THE CONTRACT SPECIFICATIONS ARE SUPPLEMENTARY
REFERENCE DRAWINGS OF THE 2018 / 2019 DEMOLITION PROJECT OF
BUILDING 739 THAT SHOW ORIGINAL AND EXISTING CONSTRUCTION OF THE
BUILDING. BUILDINGS 737 AND 738 APPEAR IDENTICAL TO BUILDING 739.
BIDS ARE TO BASED ON CONTRACT DRAWINGS, SPECIFICATIONS AND
SUPPLEMENTARY REFERENCE DRAWINGS OF ORIGINAL CONSTRUCTION.
ALL DISCREPANCIES BETWEEN THE CONTRACT DEMOLITION DRAWINGS
AND THE SUPPLEMENTARY ORIGINAL CONSTRUCTION DRAWINGS MUST BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER
IN WRITING.
3 REVIEW ALL AVAILABLE DOCUMENTS AND ATTEND PRE-BID SITE VISITS AS
MADE AVAILABLE TO VERIFY OR CLARIFY SCOPE AND QUANTITY OF ITEMS
TO BE DEMOLISHED.
4 DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE
FEDERAL STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES.
5 CONTRACT INCLUDES DEMOLITION AND DISPOSAL OF ENTIRE BUILDING
INCLUDING FOUNDATION, PILES, SUBSURFACE UTILITIES, MECHANICAL
EQUIPMENT, PLUMBING EQUIPMENT, CONTROLS, DUCTWORK, PIPES,
INSULATION, HANGERS, AND SUPPORTS. DEMOLITION TO INCLUDE ALL
BUILDING ELEMENTS, BUILDING SYSTEMS AND BUILDING STRUCTURE.
6 EVACUATE ALL REFRIGERANT BASED SYSTEMS BEFORE DISPOSAL.
7 BASE BIDS ON EXISTING TIMBER PILES CONTAINING CREOSOTE AND AN
OVERALL LENGTH OF 40 FEET EACH.
8 EXISTING BUILDINGS CONTAIN ASBESTOS CONTAINING MATERIAL (ACM)
AND LEAD BASED PAINT (LBP). REFER TO HAZARDOUS MATERIALS
DEMOLITION SHEETS (HD SERIES SHEETS).
1 DEMOLISH AND DISPOSE OF FOUNDATIONS, PILE CAPS AND PILE COMPLETE.
2 DEMOLISH AND DISPOSE OF CRAWLSPACE MECHANICAL, PLUMBING AND
ELECTRICAL COMPLETE.
NOTE: TOP OF PILE CAP
FOOTINGS ARE 4'-0" ±.
1 BUILDING 738 IS A BARRACKS. IT WAS CONSTRUCTED IN 1959 AND CONTAINS
APPROXIMATELY 20,911 SF. THE BUILDING IS A THREE STORY BRICK AND
CONCRETE BLOCK STRUCTURE WITH CONCRETE FLOORS AND ROOF SLAB,
CONCRETE COLUMNS AND AN ASPHALT BUILT-UP ROOF. THE PRIMARY
INTERIOR BUILDING FINISHES INCLUDE CERAMIC TILE, GWB DRYWALL AND
JOINT COMPOUND, CMU BLOCK AND TEXTURED CONCRETE CEILINGS.
2 THE BUILDING’S HVAC EQUIPMENT IS LOCATED IN VARIOUS MECHANICAL
ROOMS. CONDITIONED AIR IS DISTRIBUTED THROUGHOUT THE BUILDING
USING METAL INSULATED DUCTS.
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES KEYNOTES GRAPHIC SCALE(S)#BUILDING DESCRIPTION
MA
RK
D
ES
CR
IP
TI
ON
DA
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MI
SC
. R
EV
IS
IO
NS
/28
/25
A /A
E .2
1 2
A
A B C G J L N Q
PMKHFED
BARRACKS ATTIC WING B
BARRACKS ATTIC WING A
DS
DS
DS
DS
DS DS
DSDS
DS
DS
DS DS
DS DS DS
DS DS DS DS
DS
6 7
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:5
:2
P
M
C R e v it L o c a l F ile s \P
-1
-A -R k e lle n y .s m a g u r.
rv t
AE104.1
P R
E C
R U
IT
B
A R
R A
C K
S
A T
T
IC
F L O
O R
P L A
N
P
A R
T
MGC
12913891
YHC KAS
10/22/2024
CJC/MDM
1758378
P A
R R
IS
I
S L A
N D
S
O U
T H
C A
R O
L
IN
A M
A R
IN
E
C O
R P
S R
E C
R U
IT
D
E P
O T
EJA
DJD
HPN
M
ID
L A
N T
P D
C C
O R
E
A E
.1
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
PLAN
NORTH
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
SCALE: 1/8" = 1'-0"
A1
ATTIC FLOOR PLAN - PART 1
1 LADDER ACCESS TO ATTIC. INSULATED ATTIC ACCESS HATCH
ABOVE (WITH ABILITY TO LOCK FROM BELOW); ALWAYS
OPERABLE FOR EGRESS FROM ATTIC. COORDINATE WITH
TRUSS DESIGN AND ISTALLATION TO PREVENT CONFLICTS.
2 REFER TO STRUCTURAL DRAWINGS FOR FLOOR SLAB OPENING
LOCATIONS.
3 DUCTWORK. REFER TO MECHANICAL DRAWINGS.
4 PIPING. REFER TO PLUMBING DRAWINGS.
5 MECHANICAL EQUIPMENT. REFER TO MECHANICAL DRAWINGS.
6 CONCRETE ATTIC FLOOR SLAB. COLD-FORMED STEEL TRUSS
FRAMING NOT SHOWN FOR CLARITY. REFER TO STRUCTURAL
DRAWINGS.
7 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION
(R-11 MIN) OVER BOTTOM CHORD OF METAL TRUSS FOR FULL
EXTENTS OF ATTIC SLAB.
PART 1
PART 2
MATCHLINE
WING A
WING B
1 COLD-FORMED STEEL TRUSS FRAMING IS A DELEGATED
ENGINEERED SYSTEM. TRUSSES NOT SHOWN FOR CLARITY.
TRUSS FRAMING MUST BE DESIGNED TO ALLOW PERSONEL
ACCESS THROUGH FLOOR HATCHES. REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
M
IS
C
. R E
V
IS
IO
N
S
/28 /2
A1 /A
E1
.1
1 2
1 2
S U W Y AA BB CC DD
ZVTR
X
BARRACKS ATTIC WING A
BARRACKS ATTIC WING B
DS DS DS DS
DS
DS
DSDS
DS
DS
DSDSDSDS
6 7
6 7
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:5 1:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE104.2
P4
R
EC
R U
IT
B
AR
R
AC
KS
AT
TI
C F
LO
O
R P
LA
N
PA
R T
MGC
12913892
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
4.
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
SCALE: 1/8" = 1'-0" (AE200)A1 ATTIC FLOOR PLAN - PART 2
PLAN
NORTH
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
PART 1
PART 2
MATCHLINE
WING A
WING B
1 COLD-FORMED STEEL TRUSS FRAMING IS A DELEGATED
ENGINEERED SYSTEM. TRUSSES NOT SHOWN FOR CLARITY.
TRUSS FRAMING MUST BE DESIGNED TO ALLOW PERSONEL
ACCESS THROUGH FLOOR HATCHES. REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
1 LADDER ACCESS TO ATTIC. INSULATED ATTIC ACCESS HATCH
ABOVE (WITH ABILITY TO LOCK FROM BELOW); ALWAYS
OPERABLE FOR EGRESS FROM ATTIC. COORDINATE WITH
TRUSS DESIGN AND ISTALLATION TO PREVENT CONFLICTS.
2 REFER TO STRUCTURAL DRAWINGS FOR FLOOR SLAB OPENING
LOCATIONS.
3 DUCTWORK. REFER TO MECHANICAL DRAWINGS.
4 PIPING. REFER TO PLUMBING DRAWINGS.
5 MECHANICAL EQUIPMENT. REFER TO MECHANICAL DRAWINGS.
6 CONCRETE ATTIC FLOOR SLAB. COLD-FORMED STEEL TRUSS
FRAMING NOT SHOWN FOR CLARITY. REFER TO STRUCTURAL
DRAWINGS.
7 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION
(R-11 MIN) OVER BOTTOM CHORD OF METAL TRUSS FOR FULL
EXTENTS OF ATTIC SLAB.
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
MI
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IS
IO
NS
/28
/20
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
CRAWL SPACE
-6'-0"
ABCGJLNQSUWYAABBCCDD AE201
B1
AE202
B1
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
CRAWL SPACE
-6'-0"
A ZVTRPMKHFED AE201
B1
AE203
B1
X
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
CRAWL SPACE
-6'-0"
123457891012131415 11
BEYOND
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
CRAWL SPACE
-6'-0"
2 3 4 5 8 10 13 156 16
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:5 1:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE200
P4
R
EC
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IT
B
AR
R
AC
KS
BU
IL
D
IN
G E
LE
VA
TI
O
N S
O
VE
R
AL
L
MGC
12913905
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
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IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
SCALE: 1/16" = 1'-0" (AE101)C1 BLDG ELEVATION - NORTH
SCALE: 1/16" = 1'-0" (AE101)B1 BLDG ELEVATION - SOUTH
SCALE: 1/16" = 1'-0" (AE101)A3 BLDG ELEVATION - WEST
1/16" = 1' - 0"
0 5' 10' 20' 30' 60'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
SCALE: 1/16" = 1'-0" (AE101)A1 BLDG ELEVATION - EAST
1 REFER TO SHEET AE207 FOR EXTERIOR FINISH SCHEDULE.
2 ALTERNATING SOLDIER COURSING IS IN ACCENT BRICK EXCEPT
AT PILASTERS AND UNLESS SPECIFICALLY NOTED OTHERWISE.
3 ALL DOOR AND WINDOW HEADS ARE TO RECEIVE ALTERNATING
SOLDIER COURSE AT EACH OPENING - UNLESS OTHERWISE
INDICATED.
4 MECHANICAL YARD NOT SHOWN FOR CLARITY - REFER TO CIVIL
AND LANDSCAPE ARCHITECTURE DRAWINGS.
5 REFER TO OVERALL FLOOR PLANS FOR BUILDING ELEVATION
VIEW POINT REFERENCE TAGS.
6 REFER TO BUILDING SECTIONS ON SHEET AE302 FOR BUILDING
ELEVATIONS ALONG BREEZEWAY.
7 REFER TO SHEET AE208 FOR TYPICAL COURSING AND RELIEFS.
1 MECHANICAL YARD NOT SHOWN FOR CLARITY - SEE AE510.
REFER TO LANDSCAPE ARCHITECTURE AND STRUCTURAL
DRAWINGS.
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
MI
SC
. R
EV
IS
IO
NS
/28
/20
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
CRAWL SPACE
-6'-0"
6 TYP
123457891012131415 11
AA
BBB
BBB
BBB
L1
L2
L2
L2
L1
6TYP
AE207
B2
6BEYOND
CJCJCJCJCJ CJ
CJCJ
A3
AE505
CJ CJ
TYP
BREEZEWAY BEYOND
CJ CJ
CJ
CJ CJ
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
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5/
/2
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A
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P4
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AE206
P4
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R U
IT
B
AR
R
AC
KS
W
ES
T
BU
IL
D
IN
G
E
LE
VA
TI
O N
MGC
12913911
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
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DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
SCALE: 1/8" = 1'-0"B1 BLDG ELEVATION - WEST
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES GRAPHIC SCALE(S)# KEYNOTES
9 ALUMINUM STOREFRONT.
10 48" DIA METAL LOUVER - NON VENTING.
1 PRE-FINISHED STANDING SEAM METAL ROOF PANEL.
2 BRICK WALL PANEL IN FIELD BRICK WITH ALTERNATING BRICK SOLDIER
COURSING IN ACCENT BRICK, TYP.
3 PRE-FINISHED METAL GUTTER AND DOWNSPOUT, TYP.
4 CORBEL BRICK COURSING IN ACCENT BRICK, TYP.
5 BRICK ROWLOCK WINDOW SILL WITH SOLDIER COURSE AT HEAD; IN ACCENT
BRICK.
6 BRICK PILASTER AT (+1) INCH WITH ALTERNATING BRICK SOLDIER COURSING
(+1) INCH; NO ACCENT COLOR.
7 42" HIGH GALV GUARDRAIL AND HAND RAIL.
8 PRE-FINISHED GALVANIZED STEEL FALL PROTECTION PANEL AT BREEZEWAY
BEYOND, SEE B2/AE209.
1 REFER TO SHEET AE207 FOR EXTERIOR FINISH SCHEDULE.
2 ALTERNATING SOLDIER COURSING IS IN ACCENT BRICK EXCEPT AT PILASTERS
AND UNLESS SPECIFICALLY NOTED OTHERWISE.
3 ALL DOOR AND WINDOW HEADS ARE TO RECEIVE ALTERNATING SOLDIER
COURSE AT EACH OPENING - UNLESS OTHERWISE INDICATED.
4 MECHANICAL YARD NOT SHOWN FOR CLARITY - REFER TO CIVIL AND
LANDSCAPE ARCHITECTURE DRAWINGS.
5 REFER TO OVERALL FLOOR PLANS FOR BUILDING ELEVATION VIEW POINT
REFERENCE TAGS.
6 REFER TO BUILDING SECTIONS ON SHEET AE302 FOR BUILDING ELEVATIONS
ALONG BREEZEWAY.
7 REFER TO SHEET AE208 FOR TYPICAL COURSING AND RELIEFS.
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
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SC
. R
EV
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IO
NS
/28
/20
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
AE303
A3
A1
AE301
4'- 0"
'-0
4'-
0"
'-0
4'- 0"
'-0
"OPEN BAY
OPEN BAY
OPEN BAY
OPEN BAY
OPEN BAY
BREEZEWAY
BREEZEWAY
ATTIC
GRADE VARIES
BREEZEWAY
2 3 4 5 8 10 13 15
20 TYP 20 TYP
OPEN CRAWL SPACE OPEN CRAWL SPACE
OPEN BAY
5 TYP
23 23
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
CRAWL SPACE
-6'-0"
AE305
A1
ATTIC
OFFICE
HQ ADMIN
OFFICE
CRAWL SPACE
91214 11
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:5 2:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE300
P4
R
EC
R U
IT
B
AR
R
AC
KS
BU
IL
D
IN
G S
EC
TI
O N
TR
AN
SV
ER
SE
MGC
12913915
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
SCALE: 1/8" = 1'-0" (AE100)B2 BUILDING SECTION - TRANSVERSE
1 COLD-FORMED STEEL TRUSS FRAMING IS A DELEGATED
ENGINEERED SYSTEM. TRUSSES SHOWN IN DRAWINGS ARE
FOR GRAPHIC REPRESENTATION ONLY – APPROVED SYSTEM
MAY VARY. TRUSS FRAMING MUST BE DESIGNED TO ALLOW
PERSONEL ACCESS THROUGH FLOOR HATCHES. REFER TO
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 FOR GRAPHIC CLARITY NOT ALL FIRE PROTECTION, PLUMBING,
MECHANICAL AND ELECTRICAL EQUIPMENT IS SHOWN IN
BUILDING SECTIONS. REFER TO DISCIPLINE SPECIFIC
DRAWINGS WITHIN SET FOR ADDITIONAL INFORMATION.
3 PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED
COMPACTED BUILDING PAD SUBGRADE SOIL. REFER TO CIVIL
DRAWINGS.
4 REFER TO SHEET IN601 FOR FINISH SCHEDULE AND NOTES.
SCALE: 1/8" = 1'-0" (AE400)A3 BUILDING SECTION - TRANSVERSE - ADMIN
1 STRUCTURAL FOUNDATION REFER TO STRUCTURAL DRAWINGS.
2 RUNNING BOND BRICK VENEER.
3 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
VAPOR PERMEABLE SELF ADHERING UNDERLAYMENT ON COVER
BOARD.
4 COLD FORMED METAL TRUSS ROOF FRAMING SUPPORTING
METAL DECK. REFER TO STRUCTURAL DRAWINGS.
5 REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL
DRAWINGS.
6 CEILING AS SCHEDULED.
7 PRE-FINISHED ALUMINUM THERMALLY BROKEN WINDOW, TYP.
8 PAINTED CMU WALL.
9 PRE-FACED CMU UP TO 6'-0" A.F.F.
10 POLYISO INSULATION BOARD – MECHANICALLY ATTACHED THRU
AIR BARRIER TO METAL DECK.
11 CONTINUOUS MINERAL FIBER BOARD INSULATION (R-10 MIN).
12 METAL STUD & GWB PARTITIONS AS SCHEDULED.
13 CONTINUOUS MINERAL FIBER BOARD INSULATION (R-10 MIN).
14 CLEAR PATH OF TRAVEL FOR MAINTENANCE ACCESS. REFER TO
STRUCTURAL DRAWINGS.
15 CONTINUOUS TURN DOWN SLAB. REFER TO STRUCTURAL
DRAWINGS.
16 24" x 24" SHELF WITH HANGER ROD, TYP.
17 FINISH GRADE – VARIES AT LOCATION. REFER TO CIVIL
DRAWINGS.
18 ELASTOMERIC SHEET WATERPROOFING MEMBRANE.
19 CONCRETE SIDEWALK. REFER TO CIVIL DRAWINGS.
20 CONCRETE COLUMN. REFER TO STRUCTURAL DRAWINGS.
21 CRAWL SPACE SLAB. REFER TO STRUCTURAL DRAWINGS.
22 LIGHTNING DOWNLEAD CONDUCTOR IN 1” PVC CONDUIT;
SUSPENDED FROM ATTIC TRUSS, EXTEND DOWN MASONRY WALL
CAVITY, STUB OUT BELOW GRADE. TYPICAL AS OCCURS. REFER
TO LIGTHNING PROTECTION DRAWINGS.
23 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION
(R-11 MIN) OVER BOTTOM CHORD OF METAL TRUSS FOR FULL
EXTENTS OF ATTIC SLAB.
MA
RK
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CR
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IO
NS
/28
/20
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
AE303
A1
CRAWL SPACE
-6'-0"
REC HEAD
OPEN BAY
OPEN BAY
REC HEAD
REC HEAD
VA
RI
ES
4'-
0"
'-0
4'- 0"
'-0
4'-
0"
'-0
ATTIC
OPEN CRAWL SPACE GRADE VARIES
U W Y AA BB DD
17 TYP
OPEN CRAWL SPACE
6'- 0"
6'- 0"
6'- 0"
9'- 4"
9'- 4"
9'- 4"
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
B2
AE300
CRAWL SPACE
-6'-0"
ATTIC
ATTIC
OPEN CRAWL SPACE
SDI OFFICE
SDI OFFICE
SDI OFFICE
HQ ADMIN
OPEN BAY
OPEN BAY
DI LOCKER
DI LOCKER
DI LOCKER
HQ LOCKER
B C G J L N Q S
17 TYP
OPEN CRAWL SPACE
6'- 0"
6'- 0"
6'- 0"
19 19
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:5 2:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE301
P4
R
EC
R U
IT
B
AR
R
AC
KS
BU
IL
D
IN
G S
EC
TI
O N
LO
N G
IT
U
D
IN
AL
MGC
12913916
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
SCALE: 1/8" = 1'-0" (AE100)A1 BUILDING SECTION - LONGITUDINAL
1/8" = 1' - 0"
0 5' 10' 15' 30'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
1 COLD-FORMED STEEL TRUSS FRAMING IS A DELEGATED
ENGINEERED SYSTEM. TRUSSES SHOWN IN DRAWINGS ARE
FOR GRAPHIC REPRESENTATION ONLY – APPROVED SYSTEM
MAY VARY. TRUSS FRAMING MUST BE DESIGNED TO ALLOW
PERSONEL ACCESS THROUGH FLOOR HATCHES. REFER TO
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 FOR GRAPHIC CLARITY NOT ALL FIRE PROTECTION, PLUMBING,
MECHANICAL AND ELECTRICAL EQUIPMENT IS SHOWN IN
BUILDING SECTIONS. REFER TO DISCIPLINE SPECIFIC
DRAWINGS WITHIN SET FOR ADDITIONAL INFORMATION.
3 PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED
COMPACTED BUILDING PAD SUBGRADE SOIL. REFER TO CIVIL
DRAWINGS.
4 REFER TO SHEET IN601 FOR FINISH SCHEDULE AND NOTES.
1 STRUCTURAL FOUNDATION REFER TO STRUCTURAL DRAWINGS.
2 RUNNING BOND BRICK VENEER.
3 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
VAPOR PERMEABLE SELF ADHERING UNDERLAYMENT ON COVER
BOARD.
4 COLD FORMED METAL TRUSS ROOF FRAMING SUPPORTING
METAL DECK. REFER TO STRUCTURAL DRAWINGS.
5 REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL
DRAWINGS.
6 CEILING AS SCHEDULED.
7 PRE-FINISHED ALUMINUM THERMALLY BROKEN WINDOW, TYP.
8 PAINTED CMU WALL.
9 PRE-FACED CMU. 6’-0” HIGH AT OPEN BAY AND 9’-0” HIGH AT REC
HEAD.
10 POLYISO INSULATION BOARD – MECHANICALLY ATTACHED THRU
AIR BARRIER TO METAL DECK.
11 CONTINUOUS MINERAL FIBER BOARD INSULATION (R-10 MIN).
12 METAL STUD & GWB PARTITIONS AS SCHEDULED.
13 PULL-UP BAR - TYP AT EACH SQUAD BAY.
14 CLEAR PATH OF TRAVEL FOR MAINTENANCE ACCESS. REFER TO
STRUCTURAL DRAWINGS.
15 CONTINUOUS TURN DOWN SLAB. REFER TO STRUCTURAL
DRAWINGS.
16 24" x 24" SHELF WITH HANGER ROD, ABOVE PRE-FACED CMU, TYP.
17 CONCRETE COLUMN. REFER TO STRUCTURAL DRAWINGS.
18 LADDER ACCESS TO ATTIC. INSULATED ATTIC ACCESS HATCH
ABOVE (WITH ABILITY TO LOCK FROM BELOW).
19 CRAWL SPACE SLAB. REFER TO STRUCTURAL DRAWINGS.
20 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION
(R-11 MIN) OVER BOTTOM CHORD OF METAL TRUSS FOR FULL
EXTENTS OF ATTIC SLAB.
MA
RK
D
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CR
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DA
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SC
. R
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IS
IO
NS
/28
/20
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
B2
AE300
CRAWL SPACE
-6'-0"
ATTIC
AE304
A1
OPEN CRAWL SPACE
L6
20 1 18
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
GRADE
-5'-0"
CRAWL SPACE
-6'-0"
ATTIC
L4
L4
L4
AE505
B3
B
BBBBBBB
BBBBBB
CCCCCCCCC
CC
CC
OPEN CRAWL SPACE OPEN CRAWL SPACE2018
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:5 2:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE302
P4
R
EC
R U
IT
B
AR
R
AC
KS
BU
IL
D
IN
G S
EC
TI
O N
BR
EE
ZE
W
AY
MGC
12913917
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
1/8" = 1' - 0" 0 5' 10' 15' 30'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
1 COLD-FORMED STEEL TRUSS FRAMING IS A DELEGATED
ENGINEERED SYSTEM. TRUSSES SHOWN IN DRAWINGS ARE
FOR GRAPHIC REPRESENTATION ONLY – APPROVED SYSTEM
MAY VARY. TRUSS FRAMING MUST BE DESIGNED TO ALLOW
PERSONEL ACCESS THROUGH FLOOR HATCHES. REFER TO
STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 FOR GRAPHIC CLARITY NOT ALL FIRE PROTECTION, PLUMBING,
MECHANICAL AND ELECTRICAL EQUIPMENT IS SHOWN IN
BUILDING SECTIONS. REFER TO DISCIPLINE SPECIFIC
DRAWINGS WITHIN SET FOR ADDITIONAL INFORMATION.
3 PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED
COMPACTED BUILDING PAD SUBGRADE SOIL. REFER TO CIVIL
DRAWINGS.
4 REFER TO SHEET IN601 FOR FINISH SCHEDULE AND NOTES.
SCALE: 1/8" = 1'-0" (AE100)A1 BUILDING SECTION - BREEZEWAY
1 STRUCTURAL FOUNDATION REFER TO STRUCTURAL DRAWINGS.
2 RUNNING BOND BRICK VENEER.
3 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
VAPOR PERMEABLE SELF ADHERING UNDERLAYMENT ON
COVER BOARD.
4 COLD FORMED METAL TRUSS ROOF FRAMING SUPPORTING
METAL DECK. REFER TO STRUCTURAL DRAWINGS.
5 REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL
DRAWINGS.
6 CEILING AS SCHEDULED.
7 PRE-FINISHED ALUMINUM THERMALLY BROKEN WINDOW, TYP.
8 METAL CEILING PANEL
9 CONTINUOUS TURN DOWN SLAB. REFER TO STRUCTURAL
DRAWINGS.
10 PRE-FINISHED ALUMINUM GUTTER
11 POLYISO INSULATION BOARD – MECHANICALLY ATTACHED THRU
AIR BARRIER TO METAL DECK.
12 FINISH GRADE – VARIES AT LOCATION. REFER TO CIVIL
DRAWINGS.
13 RUN DOWNSPOUT KICKOUT PAST CORNER OF WALL TO DRAIN
TO LOADING DOCK ROOF
14 OVERSIZED 7" PRE-FINISHED ALUMINUM GUTTER AT LOADING
DOCK ROOF EDGE
15 METAL PANEL BULKHEAD AT OPEN STAIR (METAL PANEL TO
MATCH CEILING PANEL).
16 MECHANICAL DUCTWORK CROSSING ABOVE BREEZEWAY.
REFER TO MECH DWGS.
17 1 HOUR ROLLING FIRE SHUTTER ON EXTERIOR SIDE OF
WINDOW.
18 CRAWL SPACE SLAB. REFER TO STRUCTURAL DRAWINGS.
19 GALVANIZED STEEL FALL PROTECTION PANEL - SEE ENLARGED
ELEVATION ON SHEET AE209
20 OPENING IN FOUNDATION WALL. REFER TO STRUCTURAL.
21 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION
(R-11 MIN) OVER BOTTOM CHORD OF METAL TRUSS FOR FULL
EXTENTS OF ATTIC SLAB.
MA
RK
D
ES
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/28
/20
SECOND FLOOR
14'-0"
BEYOND
2'- 8"
4'- 0"
1'- 4"
6'- 0"
2'- 8"
7 C
OU
RS
ES
5 C
OU
RS
ES
6 C
OU
RS
ES
1"1'-4"
1'-4"
AE510
C4
TYP
AE501
A3 32
AE508
C113 SIM
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
CRAWL SPACE
-6'-0"
4'- 0"
1'- 4"
6'- 0"
2'- 8"
BEYOND
6 C
OU
RS
ES
1'-4"
1'-4" 1"
5 C
OU
RS
ES
BEYOND
GRADE
BEYOND 10
BEYOND
7 C
OU
RS
ES
AE501
A3
13 SIM
THIRD FLOOR
28'-0"
ATTIC
42'-0"
AE506
A1
FACE OF
FASCIA
1'-5"
7 C
OU
RS
ES
BEYOND
5 C
OU
RS
ES
1'-4"
1"
BEYOND
5 C
OU
RS
ES
1'-4"
1'-4"
7 C
OU
RS
ES
4'- 0"
1'- 4"
6'- 0"
2' -8
4'-
0" 1'-
4"
2'-0"
DD
AE510
C4
TYP
THIRD FLOOR
28'-0"
ATTIC
42'-0"
BEYOND
1'-4"
5 C
OU
RS
ES
BEYOND
AE506
C1
4'- 0"
1'- 4"
6'- 0"
2'- 8"
4'- 0"
1'- 4"
BEYOND
BEYOND
5 C
OU
RS
ES
7 C
OU
RS
ES
1'-4"
2'-0"
AE510
C4
TYP
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
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AE303
P4
R
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R U
IT
B
AR
R
AC
KS
W
AL
L
SE
C
TI
O N
S
MGC
12913918
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
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DJD
HPN
M
ID
LA
N
T
PD
C C
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E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
SCALE: 1/2" = 1'-0" (AE301)A1 WALL SECTION
SCALE: 1/2" = 1'-0" (AE300)A3 WALL SECTION
1 PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED
COMPACTED BUILDING PAD SUBGRADE SOIL.
2 REFER TO SHEET IN601 FOR FINISH SCHEDULE AND NOTES.
1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
1 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS.
2 REINFORCED CONC. FOUNDATION WALL. REFER TO STRUCTURAL DRAWINGS.
3 CONTINUOUS BELOW-SLAB CONCRETE VAPOR BARRIER
4 REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS.
5 TOP OF WALL BRICK CORBEL. PROVIDE WEEPS @ 24" OC DIRECTLY BELOW.
6 BRICK ROWLOCK WINDOW SILL.
7 RUNNING BOND BRICK VENEER. INSTALL WITH MASONRY ANCHORS AT 16" OC
MAX - HORIZ AND VERT.
8 SOLID SURFACE WINDOW STOOL.
9 PRE-FACED CMU.
10 PRE-FINISHED ALUMINUM THERMALLY BROKEN WINDOW.
11 SOLID GROUT.
12 CEILING AS SCHEDULED.
13 CONTINUOUS FLUID APPLIED AIR BARRIER – VAPOR PERMEABLE ON EXTERIOR
FACE OF CMU (FULL HEIGHT OF CMU WALL).
14 CONTINUOUS 3" INSULATION.
15 POLYISO INSULATION - MECHANICALLY FASTENED TO METAL DECK (R-30 MIN).
16 SELF ADHERING MEMBRANE AIR BARRIER - HIGH TEMPERATURE NON VAPOR
PERMEABLE ON METAL DECK
17 PRE-FINISHED METAL SOFFIT PANEL.
18 CONTINUOUS MINERAL FIBER BOARD INSULATION (R-10 MIN) - MECHANICALLY
FASTENED TO UNDERSIDE OF EXPOSED CONRETE SLAB IN CRAWL SPACE.
19 PRE-FINISHED STANDING SEAM METAL ROOF PANEL. OVER VAPOR
PERMEABLE SELF ADHERING UNDERLAYMENT ON 5/8" FIBERGLASS MATT
GYPSUM BOARD.
20 COLD FORMED METAL TRUSS ROOF FRAMING WITH CORRUGATED METAL
DECK. REFER TO STRUCTURAL DRAWINGS.
21 STRUCTURAL INSULATED PANEL SHEATHING AND PRE-FINISHED METAL
FASCIA.
22 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION (R-11 MIN) AT
RAKE AND EAVE.
23 REINFORCED CMU WALL PAINTED ABOVE (SGT). REFER TO FINISH SCHEDULE.
24 CONTINUOUS MORTAR GUARD MESH & THRU-WALL FLASHING. PROVIDE
WEEPS ABOVE FLASHING @ 24" OC.
25 WALL MOUNTED RECRUIT SHELVING W/ GARMENT HANG ROD.
26 BRICK ACCENT BAND.
27 PRE-FINISHED METAL GUTTER.
28 SOLDIER COURSE BRICK ABOVE OPENING.
29 CONTINUOUS TURN DOWN SLAB. REFER TO STRUCTURAL DRAWINGS.
30 PROVIDE SHEET WATERPROOFING AT FOOTING AND WALL. REFER TO CIVIL
DWGS FOR FOUNDATION DRAINAGE DETAILS.
31 CMU WALL BELOW GRADE - SEE STRUCT DWGS.
32 DRAINAGE BOARD OVER MASONRY DAMPPROOFING
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
MI
SC
. R
EV
IS
IO
NS
/28
/20
SECOND FLOOR
14'-0"
GRADE
-5'-0"
TOP OF FOOTING
-7'-4"
CRAWL SPACE
-6'-0"
AE510
B1
THIRD FLOOR
28'-0"
ATTIC
42'-0"
'-0
8 3/8"8 3/8"
15 16
AE510
B1
AE510
C4
SIM
SECOND FLOOR
14'-0"
THIRD FLOOR
28'-0"
ATTIC
42'-0"
AE506
C1
CEILING HEIGHT
10'-0"
(SIM)
1'-4"
1'-4"
1'-6"
7 C
OU
RS
ES
CEILING HEIGHT
10'-0"
'-0
3'- 6"
3'- 6"
8'- 8"
1'- 4"
AE510
A2
OPP
HAND
7 C
OU
RS
ES
4"
4"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:0 3:
A
M C
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P4
-1
-A -R
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ch an g.
rv t
AE304
P4
R
EC
R U
IT
B
AR
R
AC
KS
W
AL
L
SE
C
TI
O N
S
MGC
12913919
YHC KAS
10/22/2024
CJC/MDM
1758378
PA
R
R
IS
IS
LA
N D
, S O
U
TH
C
AR
O
LI
N A
M
AR
IN
E
C O
R
PS
R
EC
R U
IT
D
EP
O
T
EJA
DJD
HPN
M
ID
LA
N
T
PD
C C
O R
E
AE
Approved by CDR Heather Hess P.E.
MCRDPI Public Works Officer, with
MCRDPI, via Email.
1 PROVIDE TERMITE TREATMENT DIRECTLY ON THE EXPOSED
COMPACTED BUILDING PAD SUBGRADE SOIL.
2 REFER TO SHEET IN601 FOR FINISH SCHEDULE AND NOTES.
1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEYNOTES#
SCALE: 1/2" = 1'-0" (AE405)A3 WALL SECTION
SCALE: 1/2" = 1'-0" (AE302)A1 WALL SECTION
1 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS.
2 REINFORCED CONC. FOUNDATION WALL. REFER TO STRUCTURAL DRAWINGS.
4 REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS.
5 TOP OF WALL BRICK CORBEL. PROVIDE WEEPS @ 24" OC DIRECTLY BELOW.
6 PRECAST CONCRETE WALL CAP
7 RUNNING BOND BRICK VENEER. INSTALL WITH MASONRY ANCHORS AT 16" OC
MAX - HORIZ AND VERT.
8 GALVANIZED STEEL FALL PROTECTION PANEL - SEE ENLARGED ELEVATION ON
SHEET AE208.
9 42" HIGH STEEL GUARDRAIL W/ 1/2" DIA STEEL BAR PICKETS.
10 GALVANIZED STEEL TUBE LINTEL AND PLATE PAINTED TO MATCH BRICK.
REFER TO STRUCTURAL DWGS.
11 GUARD RAIL AND HANDRAIL BEYOND
12 METAL CEILING PANEL.
13 CONTINUOUS FLUID APPLIED AIR BARRIER – VAPOR PERMEABLE ON EXTERIOR
FACE OF CMU (FULL HEIGHT OF CMU WALL).
14 CONTINUOUS 3" INSULATION.
15 POLYISO INSULATION - MECHANICALLY FASTENED TO METAL DECK (R-30 MIN).
16 SELF ADHERING MEMBRANE AIR BARRIER - HIGH TEMPERATURE NON VAPOR
PERMEABLE ON CORRUGATED METAL DECK.
17 PRE-FINISHED METAL SOFFIT PANEL.
18 CAST CONCRETE STAIR WITH SAFETY NOSING. COORDINATE RISE AND RUN
OF STAIRS WITH GRADE ELEVATION - SEE CIVIL DRAWINGS.
19 PRE-FINISHED STANDING SEAM METAL ROOF PANEL. OVER VAPOR
PERMEABLE SELF ADHERING UNDERLAYMENT ON 5/8" FIBERGLASS MATT
GYPSUM BOARD.
20 COLD FORMED METAL TRUSS ROOF FRAMING WITH CORRUGATED METAL
DECK. REFER TO STRUCTURAL DRAWINGS.
21 STRUCTURAL INSULATED PANEL SHEATHING AND PRE-FINISHED METAL
FASCIA.
22 CONTINUOUS 3 1/2" UNFACED FIBERGLASS BATT INSULATION (R-11 MIN) AT
RAKE AND EAVE.
23 REINFORCED CMU WALL - SEE STRUCT DWGS.
24 CONTINUOUS MORTAR GUARD MESH & THRU-WALL FLASHING. PROVIDE
WEEPS ABOVE FLASHING @ 24" OC.
25 REINFORCED CONCRETE PERIMETER BELT BEAM. REFER TO STRUCTURAL
DRAWINGS.
26 BRICK ACCENT BAND.
27 SOLDIER COURSE BRICK ABOVE OPENING.
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
MI
SC
. R
EV
IS
IO
NS
/28
/20
SECOND FLOOR
14'-0"
GRADE
-5'-0"
8 3/8"8 3/8"
7 C
OU
RS
ES
8 3/8" 8 3/8"
2'-0 3/8"
1"
9 3/8"
AE510
C4
SIM
6 C
OU
RS
ES
THIRD FLOOR
28'-0"
ATTIC
42'-0"
AE506
C1
(SIM)
8 3/8" 8 3/8"
2'-0"
1"
7 C
OU
RS
ES
CC
AE510
C4
SIM
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
TOP OF FOOTING
-7'-4"
CRAWL SPACE
-6'-0"
1'-4"
8 3/8"
5 C
OU
RS
ES
18 12
AE506
C1
SIM
2'-0"
AE501
A3
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
:0 3:
A
M C
:\R ev it Lo ca l F ile s\
P4
-1
-A -R
_y un g-ha n.
ch an g.
rv t
AE305
P4
R
EC
R…
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