W912HN-22-R-3004_DRAWINGS_AMD2.pdf
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- Solicitation number
- W912HN22R3004
About this file
This solicitation package includes drawings and specifications for a federal construction contract opportunity. The project involves constructing a new approximately 92,000 square foot battalion headquarters facility at Fort Benning, Georgia for a newly formed 75th Ranger Battalion. The primary facilities included in the project are administrative areas, an operations area including a Sensitive Compartmented Information Facility and Ranger Operations Center, and company operations facilities and readiness bays. Supporting facilities and work include site development, utilities, lighting, paving, parking, landscaping, signage, mechanical and electrical systems, information systems, fire protection and alarm systems, an intrusion detection system, and an energy monitoring control system. The period of performance for the project is 740 calendar days. The contract will be awarded using the lowest price technically acceptable source selection process in accordance with FAR Part 15.
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CHAIN LINK FENCE
CHAIN LINK FENCE
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76'-10"
47'-7"
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SITE LAYOUT PLAN - PANEL F7
SCALE: 1"=30'
N
RELOCATED TRAINING AIDS
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND
SYMBOLS.
3. HORIZONTAL CONTROL: GEORGIA WEST 1002, NAD
1983. COORDINATES LISTED ARE US SURVEY FEET.
4. VERTICAL CONTROL: NAVD 1988.
5. SEE SHEET V-101 FOR SURVEY CONTROL
INFORMATION.
6. SEE SHEET C-110 FOR CONSTRUCTION LIMITS
PLAN.
7. SEE SHEET CS100 TO CS104 FOR SITE PLANS.
8. SEE SHEETS CS120 TO CS124 FOR PAVEMENT
MARKING & SIGNAGE LAYOUT PLANS.
9. SEE SHEET CS202 FOR ACCESS ROAD PROFILE.
10. SEE SHEET CS201 FOR FRONTAGE ROAD PROFILE.
11. SEE SHEET CS211 FOR PEDESTRIAN BRIDGE
PROFILE.
12. SEE SHEET C-510 FOR TRASH ENCLOSURE DETAIL.
13. SEE SHEETS CG100 TO CG105 FOR SITE GRADING
AND DRAINAGE PLANS.
14. SEE SHEETS CE110 TO CE124 FOR SITE EROSION
AND SEDIMENT CONTROL PLANS.
15. SEE SHEETS CU100 TO CU105 FOR SITE UTILITY
PLANS.
16. SEE SHEETS ES101 TO ES104 FOR ELECTRICAL
SITE PLANS.
17. SEE SHEET V-101 FOR SITE HORIZONTAL CONTROL
TABLES.
18. SEE SHEET C-701 FOR ALIGNMENT TABLES AND
COORDINATE POINT TABLES.
19. RADIUS AND ROADWAY DIMENSIONS ARE
MEASURED TO THE BACK OF THE CURB.
1. TYPE 1 REFERS TO TYPE 1 CURB AND GUTTER.
TYPE 2 REFERS TO TYPE 2 CURB AND GUTTER.
B
B
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GENERAL NOTES:
SHEET NOTES:
KEY PLAN
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CS105
CONSTRUCTION LIMITS
END OF RAMP (TYP)
CONTRACTOR TO
FIELD VERIFY RAMP
LENGTH
2. CONTRACTOR TO GET CONTRACTING OFFICER
APPROVAL FOR FINAL ELEVATION, ORIENTATION
AND ULTIMATE LOCATION OF TRAINING AIDS.
1. CONTRACTOR TO MATCH EXISTING TRAINING AID
CONCRETE PAD SIZES. DIMENSION GIVEN TO BE
VERIFIED BY CONTRACTOR
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GEORGIA
MATTHEW S. NEPPL
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ENGINEER
No.
PE047783
PROFESSIONAL
3-30-2022
B
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56'
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SCALE: 1"=30'
N
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND
SYMBOLS.
3. HORIZONTAL CONTROL: GEORGIA WEST 1002, NAD
1983. COORDINATES LISTED ARE US SURVEY FEET.
4. VERTICAL CONTROL: NAVD 1988.
5. SEE SHEET V-101 FOR SURVEY CONTROL
INFORMATION.
6. SEE SHEET C-110 FOR CONSTRUCTION LIMITS
PLAN.
7. SEE SHEET CS100 TO CS104 FOR SITE PLANS.
8. SEE SHEETS CS120 TO CS124 FOR PAVEMENT
MARKING & SIGNAGE LAYOUT PLANS.
9. SEE SHEET CS202 FOR ACCESS ROAD PROFILE.
10. SEE SHEET CS201 FOR FRONTAGE ROAD PROFILE.
11. SEE SHEET CS211 FOR PEDESTRIAN BRIDGE
PROFILE.
12. SEE SHEET C-510 FOR TRASH ENCLOSURE DETAIL.
13. SEE SHEETS CG100 TO CG105 FOR SITE GRADING
AND DRAINAGE PLANS.
14. SEE SHEETS CE110 TO CE124 FOR SITE EROSION
AND SEDIMENT CONTROL PLANS.
15. SEE SHEETS CU100 TO CU105 FOR SITE UTILITY
PLANS.
16. SEE SHEETS ES101 TO ES104 FOR ELECTRICAL
SITE PLANS.
17. SEE SHEET V-101 FOR SITE HORIZONTAL CONTROL
TABLES.
18. SEE SHEET C-701 FOR ALIGNMENT TABLES AND
COORDINATE POINT TABLES.
19. RADIUS AND ROADWAY DIMENSIONS ARE
MEASURED TO THE BACK OF THE CURB.
1. TYPE 1 REFERS TO TYPE 1 CURB AND GUTTER.
TYPE 2 REFERS TO TYPE 2 CURB AND GUTTER.
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F
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B1
GENERAL NOTES:
SHEET NOTES:
KEY PLAN
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CONSTRUCTION LIMITS
PEA GRAVEL
(4) 8-FOOT RELOCATED WALLS
WOODEN POST FOR
RELOCATED ROPE AND
LADDER SYSTEM (TYP.)
2. CONTRACTOR SHALL PROVIDE NEW PHYSICAL
ASSESSMENT DEVICES SIMILAR TO EXISTING.
CONTRACTOR CAN REUSE SELECTED SALVAGE
ITEMS WITH CONTRACTING OFFICER APPROVAL.
1. CONTRACTOR TO MATCH EXISTING TRAINING AID
CONCRETE PAD SIZES. DIMENSION GIVEN TO BE
VERIFIED BY CONTRACTOR
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M A
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GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
PROFESSIONAL
3-30-2022
LEVEL 1
100'-0"
1 2 3 4 5 6 7
LEVEL 2
116'-0"
81.3 4.5 8.20.8
HUMINT
ELEC
ROC
230OST
HALLWAY
CORRIDOR
MENS
RMIC READINESS
BAY
230C 142C
142A 140A
EXTENT OF S-2 SA/RF
SHIELDED PERIMETER
WITHIN THIS BOUNDARY
LINE
A-520
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A8 S-201
LEVEL 1
100'-0"
2 3 4 5 6 7 9
LEVEL 2
116'-0"
81.3
HHC READINESS
BAY
4.5
A-314
C9
D1 A-301
LEVEL 1
100'-0"
8.2
COMM S6
123.1
COMM S6
ALOC
HHC HQ
MENS
OPS
OPS
213.1
COMMAND
RECEPTION
218.1
COMMAND
COMMAND
218.2
STAIR C
126C
126A 159A
HHC CO
125.3 155A
216A213.1A
STORAGE
SHEET NOTE 1
A-520
C9
GENERAL NOTES:
1. FOR GENERAL NOTES, LEGENDS, ABBREVIATION, AND
THERMAL ENVELOPE REQUIREMENTS, SEE SHEET A-001.
2. BUILDING ELEVATION 100'-0" IS EQUAL TO 281'-0" ABOVE SEA
LEVEL.
3. SEE DRAWING A-020 SERIES FOR WALL AND SPECIALTY
CEILING TYPES.
4. SEE DRAWING A-600 AND A-601 FOR ROOM FINISH MATERIAL
LEGEND AND MATERIAL CODES. SEE DRAWING A-605 AND
A-606 FOR ARCHITECTURAL MATERIAL LEGEND AND
MATERIAL CODES.
5. EXTERIOR MASONRY VENEER ANCHORS AND WALL
SHEATHING SHALL ALLOW FOR BUILDING STRUCTURAL
DEFLECTION AND MOVEMENT. REFER TO GENERAL NOTES
ON SHEET A-001.
6. SIZE STUDS TO SUPPORT ALL CABINETRY AND FURNITURE /
FIXTURES AND PROVIDE ADEQUATE BLOCKING WHERE
NEEDED FOR CABINETRY, TOILET ACCESSORIES,
ACOUSTICAL WALL PANELS, SIGNAGE, AND VISUAL
COMMUNICATIONS.
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GENERAL NOTES:
1. THE MANUFACTURER'S NAMES AND THEIR PRODUCTS
REFERENCED INDICATE THE COLOR, TEXTURE, AND
PATTERN REQUIRED FOR THE MATERIALS LISTED. THE
PRODUCTS FURNISHED SHALL MEET THE COLOR,
TEXTURE, AND PATTERN INDICATED; AS WELL AS THE
MATERIAL QUALITY AND PERFORMANCE SPECIFIED IN THE
APPLICABLE TECHNICAL SECTION. THE USE OF
MANUFACTURER'S NAMES AND PRODUCTS DO NOT
PRECLUDE THE USE OF OTHER MANUFACTURER'S
PRODUCTS OF APPROVED EQUAL COLOR, TEXTURE, AND
PATTERN AS LONG AS ALL REQUIREMENTS IN THE
TECHNICAL SECTIONS ARE MET .
1. “FF1 DARK BROWN TONE” (FACTORY FINISH ON METAL
PRODUCTS) SHALL MATCH EXISTING, STANDARD BASE “FT.
BENNING DARK BROWN COLOR” AND IS A CUSTOM COLOR.
THIS COLOR IS IMPORTANT BECAUSE THE MAJORITY OF
METAL WALL PANELS AND THE METAL ROOF SYSTEM ARE
REQUIRED TO MATCH FF1 AND EACH OTHER EXACTLY.
THE BENCHMARK FOR A PROPER COLOR MATCH FOR
FF1 IS THE EXISTING METAL ROOF/DOWNSPOUTS AT
BUILDING 2931A AT 6420 DAWSON LOOP ROAD.
2. “FF5 BRICK COLOR” (FACTORY FINISH ON METAL
PRODUCTS) SHALL COORDINATE WITH THE BRICK, BRK1,
COLOR. THIS COLOR WILL BE CHOSEN BY THE DOR AS
DESCRIBED IN SHEET NOTE 4. BELOW.
3. “FF2 BUFFSTONE COLOR” SHALL COORDINATE WITH THE
CAST STONE WAINSCOT, CST1, COLOR. THIS COLOR WILL
BE CHOSEN BY THE DOR AS DESCRIBED IN SHEET NOTE 4.
BELOW.
4. THE FOLLOWING PRODUCT COLORS TO BE COORDINATED
AND BALANCED BY THE DESIGNER OF RECORD (DOR)
DURING CONSTRUCTION SUBMITTAL PHASE TO ASSURE A
HARMONIOUS COMPOSITION THAT MEETS DESIGN INTENT
AS REPRESENTED IN THIS LEGEND. SINCE THE
CONTRACTOR HAS FREEDOM TO SUBMIT MULTIPLE
MANUFACTURER PRODUCTS THAT MEET THE
SPECIFICATION REQUIREMENTS THE FOLLOWING
MATERIAL COLORS AND FINISHES TO BE SUBMITTED IN
TANDEM TO THE DOR FOR FINAL COLOR REVIEW,
APPROVAL, AND COLOR BALANCING PRIOR TO APPROVAL
FOR PURCHASE. THE PRODUCTS TO BE SUBMITTED IN
TANDEM ARE AS FOLLOWS: BRICK, CAST STONE, METAL
WALL PANEL, METAL STANDING SEAM ROOF, CURTAIN
WALL METAL COLOR, STOREFRONT METAL COLOR, ALL
EXTERIOR GLAZING, LOUVERS, EXTERIOR STEEL
FRAME PAINT COLOR PNT23.
5. SPRAY FOAM IS INSERTED INTO STEEL STRUCTURAL TUBE
SHAPES LOCATED WITHIN THE EXTERIOR NORTH, EAST,
AND WEST WALL ASSEMBLIES AS INDICATED ON
DRAWINGS
• THE EXTERIOR NORTH WALL HAS TWO PORTIONS
AND ONLY ONE PORTION SHALL HAVE THE SPRAY
FOAM INSERTED.
• THE TWO PORTIONS ARE: 1) A "MAJOR WALL",
CLOSEST TO GRID LINES 1 AND 1.3 AND 2) A
"SECONDARY WALL" LOCATED IN SELECTED AREAS
ABOUT 3 FEET NORTH OF GRID LINES 1 AND 1.3.
• ONLY HORIZONTAL TUBES WITHIN THE "MAJOR
WALL" OR SELECTED TUBES PENETRATING THE
"MAJOR WALL" SHALL HAVE THE SPRAY FOAM
INSULATION INSERTED AS INDICATED IN
DRAWINGS
SHEET NOTES:
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C:\Revit\local_18\FB-75RBHQ-AS_ircummir.rvt
3/30/2022 8:13:46 AM
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SHEET ID
08 91 00 LVR2
METAL LOUVERS AND ADJACENT
FLASHING
ADJACENT TO BRICK WALL
PNT24 OR FF5 WHICH IS A BRICK TONE.
SEE SHEET NOTE 2 AND 4.
LOUVERS
08 91 00 LVR1
METAL LOUVERS AND ADJACENT
FLASHING
ADJACENT TO DARK BROWN MWP1
PNT20 OR FF1 WHICH IS A DARK BROWN
TONE. SEE SHEET NOTE 1 AND 4.
EXPANSION COVER 08 11 13 EXJ1 EXPANSION COVER AT DOOR FRAME DOORS AT STAIRS BALCO 6GWC-2 PER SPEC
FIRE STOPPING 07 84 00 FRS1 EXPANDABLE 1 HR RATED SEAL 1 HR RATED SPACES EMSEAL DFR2 UL 2079 GRAY
07 21 16 INS5 MINERAL WOOL THROUGH-OUT INTERIOR AND EXTERIOR
BATT OR SEMI-RIGID
DEPENDING ON
CONDITION
EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.
07 21 13.00 INS4 SPRAY FOAM
INJECT INTO STEEL TUBE STRUCTURE AT PERIMETER TO
MEET THERMAL REQUIREMENTS
EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001. SEE SHEET
NOTE 5.
07 21 16 INS3 FIBERGLASS BATT THROUGH-OUT INTERIOR AND EXTERIOR EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.
07 22 00 INS 2 POLYISO RIGID AT ROOF ROOF EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.
INSULATION
07 21 13 INS1 POLYISO RIGID AT WALL EXTERIOR WALLS EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.
07 53 23 DRN2
EXTERIOR COWS TONGUE DRAIN AND
ROOF DRAIN CLEANOUT COVER
WAINSCOT NORTH SIDE NICKEL OR STAINLESS STEEL
07 53 23 DRN1
COMBINATION PRIMARY AND
OVERFLOW ROOF DRAIN
SECONDARY ENTRY, BUILT-IN ROOF GUTTER NORTH SIDE BLACK OR DARK COLOR
07 53 23 EPD1 EPDM ROOF ON INSULATION
SMALLER AREAS AT MAIN AND SECONDARY ENTRIES AT
NORTH SIDE
BLACK EPDM OVER INS2. SYSTEM MEETS THERMAL REQUIREMENTS DEFINED ON A-001.
ROOF
07 61 14.00 20 SSR1
STANDING SEAM METAL ROOF ON
INSULATION
MAJORITY OF BUILDING CENTRIA
SRS-3; STRUCTURAL
STANDING SEAM
FF1 (A DARK BROWN TONE).SEE SHEET
NOTE 4.
3'' TALL STANDING SEAMS; MECHANICALLY SEAMED; OVER INS2. SYSTEM MEETS
THERMAL REQUIREMENTS DEFINED ON A-001. SEE SHEET NOTE 4.
07 60 00 MFL7 SS METAL FLASHING WAINSCOT PER SPEC
07 60 00 MFL6 METAL FLASHING ADJACENT TO BRICK WALL /COLUMNS AND LOUVERS PNT24 OR FF5
07 60 00 MFL5 METAL FLASHING
ADJACENT TO ADJACENT TO DARK HUNTER GREEN MWP4,
EXPOSED STRUCTURAL STEEL
PNT23 OR FF4
07 60 00 MFL4 METAL FLASHING
ADJACENT TO MEDIUM BROWN MWP3, COILING AND
SWINGING DOORS
PNT22 OR FF3
07 60 00 MFL3 METAL FLASHING ADJACENT TO BUFFSTONE MWP2 AND CAST STONE CST1 PNT21 OR FF2
07 60 00 MFL2 GUTTER AND DOWNSPOUTS PNT20 OR FF1
EXTERIOR FLASHING
AND DOWNSPOUTS
07 60 00 MFL1 METAL FLASHING
ADJACENT TO DARK BROWN MWP1,ROOF SSR1, BUILT-IN
GUTTER, LOUVERS
PNT20 OR FF1
07 27 26 AVB4 FLUID APPLIED AIR/VAPOR BARRIER AT WALL SYSTEM; APPLIED OVER WALL SHEATHING
WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR
BARRIER
07 61 14.00 20 AVB3 AIR/VAPOR BARRIER MEMBRANE WITHIN ROOFING SYSTEM
WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR
BARRIER. VAPOR BARRIER LOCATION SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC
ONLY; PER SPECIFICATION, MANUFACTURER TO DETERMINE IF VAPOR BARRIER IS
REQUIRED AND IF SO, WHERE IS LOCATED IN THE ASSEMBLY.
AVB2 NOT USED
AIR AND VAPOR
BARRIERS
07 21 16 AVB1 AIR/VAPOR BARRIER MEMBRANE
PENETRATIONS AND CONDITIONS WHERE AVB3 AND AVB4
ARE NOT EFFECTIVE
BASF
MASTER SEAL AWB 970
FIB
WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR
BARRIER
07 42 13 MWP4
WALL PANELS AND ADJACENT
MATCHING FLASHING
PANEL AT MAIN ENTRY CANOPY CEILING DRI-DESIGN ALUMINUM PLATE
FF4 (A DARK HUNTER GREEN TONE).
SEE SHEET NOTE 4.
SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE
SHEET NOTE 4.
07 42 13 MWP3
WALL PANELS AND ADJACENT
MATCHING FLASHING
PANEL BETWEEN DOORS AT EAST SIDE DRI-DESIGN ALUMINUM PLATE
FF3 (A MEDIUM BROWN TONE). SEE
SHEET NOTE 4.
SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE
SHEET NOTE 4.
07 42 13 MWP2
WALL PANELS AND ADJACENT
MATCHING FLASHING
MAIN ENTRY TOWER AND SECONDARY ENTRY PORTAL;
INTERIOR ENTRY VESTIBULE
DRI-DESIGN ALUMINUM PLATE
FF2 (A BUFF STONE TONE). SEE SHEET
NOTE 4.
SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE
SHEET NOTE 4.
METAL WALL PANELS
07 42 13 MWP1
WALL PANELS AND ADJACENT
MATCHING FLASHING
TYPICAL EXTERIOR WALL DRI-DESIGN ALUMINUM PLATE
FF1 (A DARK BROWN TONE). SEE SHEET
NOTE 4.
MULTIPLE PANEL SIZES. SEE ELEVATIONS AND WALL SECTIONS FOR PANEL
DIMENSIONS AND PATTERN. SEE SHEET NOTE 4.
METAL LADDER 05 50 13 LAD1 INTERIOR LADDER ELEVATOR PIT
METAL RAILING 05 52 00 MGR1 METAL RAILINGS STAIRS
REFER TO A-600 AND A-601 AND I-400
SERIES DWGS FOR FINISHES
EXPOSED STEEL
STRUCTURE
05 12 00 STL1 EXPOSED STEEL STRUCTURE
EXTERIOR: ALL EXPOSED STEEL STRUCTURE INCLUDING
NORTH ENTRIES AND SOUTH CANOPIES; EXPOSED METAL
DECK
PNT23 AT EXTERIOR. REFER TO A-600
AND A-601 ROOM FINISH MATERIAL
LEGEND FOR INTERIOR COLOR
SEE SHEET NOTE 4.
04 20 00 CST1
CAST CONCRETE MASONRY UNITS,
WINDOW HEADERS AND SPECIALTY
SHAPES
EXTERIOR FACADE; WAINSCOT READING ROCK
ROCK CAST
ARCHITECTURAL STONE
BUFFSTONE COLOR. SEE SHEET NOTE 3
AND 4.
SMOOTH FINISH, MODULAR VENEER UNITS; TYPICAL FIELD UNIT DIMENSIONS = 7 5/8'' x 15 5/8'' x 3 5/8'' THICK.SEE SHEET NOTE 4.
04 20 00 BRK1 BRICK EXTERIOR FACADE CHEROKEE BRICK
ARCHITECTURAL
COLLECTION
VELOUR FLASH; TYPE "N" GROUT TO
MATCH EXISTING FT. BENNING
"MANEUVER CENTER OF EXCELLENCE"
GROUT COLOR. SEE SHEET NOTE 2 AND
4.
MODULAR SIZE BRICK TYPICAL 3 5/8" WIDE BY 2 1/4" TALL BY 7 5/8" TALL; BRICK
MATCHES EXISTING FT. BENNING "MANEUVER CENTER OF EXCELLENCE" FIELD BRICK.
SEE SHEET NOTE 4.MASONRY
04 20 00 CMU1 CONCRETE MASONRY UNITS EGRESS STAIR ENCLOSURES; ELEVATOR SHAFT
REFER TO A-600 AND A-601 AND I-400
SERIES DWGS FOR FINISHES
03 30 00 PAV1
SCORED AND EXPOSED AGGREGATE
CONCRETE PAVING
PAVING AT MAIN ENTRY COURTYARD AND SECONDARY
ENTRY
REFER TO CIVIL DWGS; SPECIFICALLY
LP103 AND C-550
CAST-IN- PLACE
CONCRETE
03 30 00 PCO1 CAST-IN-PLACE CONCRETE ARMS VAULT, FIRE-RATED CEILINGS, SLAB, TOPPING SLAB
REFER TO A-600 AND A-601 AND I-400
SERIES DWGS FOR FINISHES
MANU-
FACTURER
SERIES/TYPE COLOR
CATEGORY SPEC SECTION CODE ITEM LOCATION
BASIS OF DESIGN
REMARKS
ARCHITECTURE MATERIAL LEGEND
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CENTER
SECURING
SCREW
FLOOR
THREADED PLUG
FITTING TYPE AS REQUIRED
TO SUIT
FLANGED WITH FLASHING
COLLAR AS REQUIRED
NOTE:
IN RAISED FLOOR AREAS, COORDINATE
LOCATIONS WITH FLOOR SYSTEM PEDESTALS.
AT GENERATORAT SOF
GAS SHUT-OFF (TYP)
SEE CIVIL FOR CONTINUATION.
PIPE SHALL BE SIZED BY NG UTILITY.
GRADE
FLANGES (TYP)
Y STRAINER (TYP)
GENERATOR CONNECTION
PIPING PER NFPA 54, SECTION 9.6.1
GENERATOR
SWING JOINT
TO BUILDING.
SEE PLANS FOR SIZE
SWING
JOINT
LOCKABLE
SHUT-OFF
VALVE
NONMETALLIC ANODELESS
RISER. EXTEND STEEL
SLEEVE MIN. 8" ABOVE GRADE
(TYP 3)
NATURAL GAS METER WITH
VISUAL READOUT AND PULSE
INITIATOR. READOUT TO INDEX IN
CUBIC FEET. FLOW OF 10,820 CFH,
MINIMUM OF 20 PSIG DISCHARGE
PRESSURE.
20 IN WC SET PRESSURE,
FLOW OF 9,630 CFH
FLEXIBLE CONNECTOR
NOTES:
1. LOCATION OF GENERATOR NG PIPE CONNECTION SHALL BE COORDINATED WITH
GENERATOR MANUFACTURER. SHALL BE AWAY FROM AIR INTAKES.
2. RELIEF VENT SHALL TERMINATE AT NO LOWER THAN THE GENERATOR ENCLOSURE CEILING.
3. SWING JOINTS ARE THREADED JOINTS.
4. NATURAL GAS METER SHALL BE PROVIDED AND INSTALLED BY THE UTILITY, BUT
CONNECTED TO THE DDC SYSTEM BY THE CONTRACTOR. COORDINATE BETWEEN THE
CONTROLS CONTRACTOR AND UTILITY PRIOR TO INSTALLATION.
5. SEE SHEET P-631 FOR PIPE SIZES.
20 IN WC SET PRESSURE,
FLOW OF 9,630 CFH
5 PSIG SET PRESSURE,
FLOW OF 1,200 CFH
5 PSIG SET PRESSURE,
FLOW OF 1,200 CFH
PROVIDED BY
NG UTILITY
PROVIDED BY
CONTRACTOR
SUPPORT ROD
PITCH
SHUT-OFF VALVE
FLANGE
SUMP PUMP (DUPLEX)
FLOAT SWITCH
CHECK
VALVE
SUMP PIT GRATING (SEE S-508
FOR DETAILS). COORDINATE
OPENINGS IN GRATING TO
ACCOMMODATE PUMP PIPING
AND ACCESSORIES
SUMP PUMP
CONTROL BOX
LOCATED ABOVE
SUMP IN ELEVATOR
MACHINE ROOM
ELEVATOR
PIT
3" PIPED TO OWS STORM DRAIN
SEE CIVIL SHEETS FOR
CONTINUATION
NOTES:
1. FOR ELEVATOR SUMP PUMP CONTROL CONNECTIONS, SEE DRAWING P-801.
FINISHED
FLOOR
SUMP PIT (SEE S-508 FOR DETAILS).
WATERPROOF COATING SHALL BE
APPLIED TO ELEVATOR SUMP
WALLS AND FLOOR.
WATERPROOF PIPING
PENETRATION
WATER OUTLET
BALL VALVE
UNION (FOR
THREADED
BFP ONLY)
WALL PIPE
SUPPORT
WALL PIPE
SUPPORT
WATER INLET
AIR GAP
DRAIN
STRAINER
REDUCED PRESSURE
BACKFLOW PREVENTER
1" TO NEAREST
FLOOR DRAIN
NOTES:
1. SEE SHEETS P-301, P-501, AND P-621 FOR MORE INFORMATION OF THE SERVICE ENTRANCE AND
CONFIGURATION OF COMPONENTS.
WATER
METER
FINISHED FLOOR
OUTLET CONNECTION
CONTRACTOR SHALL
ADJUST STRAINER HEAD
HEIGHT TO SLIGHTLY
BELOW THE FINISHED
FLOOR ELEVATION TO
ENSURE POSITIVE
DRAINAGE
FLOOR SLAB
NOTE:
IN RAISED FLOOR AREAS, COORDINATE
FLOOR DRAIN LOCATIONS WITH FLOOR
SYSTEM PEDESTALS.
STRAINER HEAD
FLASHING COLLAR
SEEPAGE OPENINGS
DRAIN BODY
TRAP GUARD
GENERAL NOTES:
1. FOR PLUMBING AND CONTROLS GENERAL
NOTES, LEGENDS, AND ABBREVIATIONS SEE
SHEETS P-001 THROUGH P-005.
2. SEE ARCHITECTURAL DRAWINGS FOR
LOCATION OF S-2 SA BOUNDARY.
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US Army Corps of Engineers ®
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SHEET ID
NTSA1
FLOOR CLEANOUT DETAIL
NTSD1
SOF AND GENERATOR NATURAL GAS SERVICE DETAIL
NTSA4
ELEVATOR SUMP PUMP PIPING DETAIL
NTSA8
BACKFLOW PREVENTER DETAIL
NTSD7
FLOOR DRAIN DETAIL
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| CS105 SITE LAYOUT PLAN PANEL F7 |
| CS111 SITE LAYOUT PLAN PANEL F8 |
| A-300 BUILDING SECTIONS |
| A-312 WALL SECTIONS |
| A-605 ARCHITECTURE MATERIAL LEGEND |
| P-504 DETAILS - SHEET 4 |
File details come from the government source that posted it. Updated .