190614_AMENDMENT_0005.pdf

N40085-15-D-0068-0018

NAVFAC eProject No: 1389846

Revision to Contract Documents

06/14/2019

P990 Vertical LiftFan Test Facility

MCAS Cherry Point, NC eProject No: 1389846

The purpose of this revision is to:

To capture revisions and provide greater clarification to final design of construction documents dated 2/25/2019. Except as may be otherwise described, bidding requirements, materials, and workmanship for the work described herein shall conform to all requirements of the original

Contract Documents. The following revisions to the drawings and specifications are made as part of the project and takes precedence over the section of the drawings, in part, and/or specifications, as originally written.

DRAWINGS

NAVFAC Dwg. Nos. 12783212, 12783232, 12783233, 12783234, 12783252, 12783288, 12783292, 12783297, and 12783298 are revised as of June 14, 2019. These revised drawings accompany this amendment.

On NAVFAC Dwg. No. 12783212 (S-003)

1. Note 3 added to clarify floated slab finish on indicated air flowpath slabs.

On NAVFAC Dwg. No. 12783232 (SF201)

1. Typical Slotted Chanel Concrete Inserts detail added.

2. Keynote 6 revised to reference typical slotted channel detail.

On NAVFAC Dwg. No. 12783233 (SF202)

1. Keynote 6 revised to reference typical slotted channel detail.

On NAVFAC Dwg. No. 12783234 (SF203)

1. Keynote 6 revised to reference typical slotted channel detail.

On NAVFAC Dwg. No. 12783252 (AE201)

1. Keynote symbol by column line 2 revised to “8” to reference metal parapet cap.

On NAVFAC Dwg. No. 12783288 (P-001)

1. Modification to air compressor model number.

N40085-15-D-0068-0018

NAVFAC eProject No: 1389846

P990 Vertical LiftFan Test Facility

MCAS Cherry Point, NC eProject No: 1389846

06/14/2019

On NAVFAC Dwg. No. 12783292 (P-501)

1. Modification to air dryer detail.

On NAVFAC Dwg. No. 12783297 (MH101)

1. Revisions to pipe sizing.

2. Identified locations of equipment provided “By Others”.

On NAVFAC Dwg. No. 12783298 (MH102)

1. Revisions to pipe sizing.

2. Identified locations of equipment provided “By Others”.

-- END OF AMENDMENT 0005 --

ACCOMMODATIONS FOR TEST CELL EQUIPMENT

1. THE BUILDING STRUCTURE HAS BEEN DESIGNED TO SUIT AND SUPPORT TEST CELL EQUIPMENT THAT HAS

NOT YET BEEN DESIGNED AND WILL BE ACQUIRED UNDER SEPARATE CONTRACT (INDICATED "NOT IN CONTRACT"). FULL SUITABILITY OF THE BUILDING FOR THE TEST CELL EQUIPMENT IS NOT IMPLIED BY THIS DRAWING SET, AND MUST BE VERIFIED BY THE GOVERNMENT OR ITS CONSULTANT AFTER TEST CELL

EQUIPMENT HAS BEEN DESIGNED.

2. THE BASIS-OF-DESIGN EQUIPMENT LOAD ALLOWANCES AND DESIGN CRITERIA ARE SHOWN ON THIS SHEET. LOADS AND CRITERIA ARE BASED ON THE "CFD ANALYSIS OF MCAS CHERRY POINT LIFTFAN TEST FACILITY", REVISION 2, DATED JANAURY 21, 2019, BY FLUIDYNE & AEROSYSTEMS. LOAD INCREASES ABOVE

THE ALLOWANCES INDICATED MAY REQUIRE REDESIGN OF AFFECTED STRUCTURAL ELEMENTS.

3. ITEMS CAST INTO THE BUILDING, SUCH AS ANCHOR RODS AND EMBED PLATES, ARE TO BE FURNISHED UNDER THIS BUILDING CONTRACT. EQUIPMENT THAT IS NOT SPECIFICALLY IDENTIFIED AS PART OF THE BUILDING SCOPE IN THESE DRAWINGS IS NOT TO BE CONSIDERED PART OF THIS BUILDING CONTRACT.

SEE "TEST CELL EQUIPMENT ALLOWANCES" SCHEDULE AND DIAGRAM ON THIS SHEET.

4. THE TEST CELL EQUIPMENT MANUFACTURER MUST PROVIDE TO THE GOVERNMENT COMPLETE

DIMENSIONS, WEIGHTS, LOADS, ANCHORAGES, ALIGNMENT, TOLERANCES, AND OTHER CRITERIA IMPACTING EQUIPMENT INSTALLATION PRIOR TO PROCURING EQUIPMENT. THE BUILDING WILL BE EVALUATED BY THE GOVERNMENT UNDER THESE CRITERIA TO DETERMINE SUITABILITY FOR THE

EQUIPMENT.

5. THE THREE (3) CRANES SHOWN IN THE "EQUIPMENT DIAGRAM" ON THIS SHEET MUST BE PROVIDED WITH

THIS BUILDING CONTRACT.

ACCOMMODATIONS FOR TEST CELL AIRFLOW

1. THE BUILDING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE EQUIVALENT STATIC AIR PRESSURE

ALLOWANCES, WHICH ARE INDICATED IN THE "FLOWPATH AIR PRESSURE ALLOWANCES" SCHEDULE ON

THIS SHEET, DURING TEST CELL OPERATION.

2. THE TEST CELL DESIGNER MUST PROVIDE TO THE GOVERNMENT FINAL AIR PRESSURES AT EACH ROOM OR AREA ALONG THE AIRFLOW PATH. THE BUILDING WILL BE EVALUATED BY THE GOVERNMENT UNDER

THESE FINAL PRESSURES TO DETERMINE STRUCTURAL ADEQUACY.

STEEL STAGING RAIL NOTES

1. STEEL STAGING RAILS CAST INTO THE GROUND FLOOR SLAB HAVE BEEN DETAILED TO SUIT FUTURE TEST

CELL EQUIPMENT. SEE NOTES ON THIS SHEET REGARDING EQUIPMENT VERIFICATION.

2. SEE 'STRUCTURAL STEEL NOTES' ON SHEET S-002 FOR ADDITIONAL INFORMATION.

3. STAGING RAIL WELDS MUST BE GROUND SMOOTH.

4. FLAME-CUT EDGES MUST BE MADE USING MECHANICAL GUIDES. NICKS AND IRREGULARITIES MUST BE

GROUND AWAY TO PRODUCE SMOOTH, STRAIGHT AND UNIFORM EDGES.

5. MATERIAL THICKNESS TOLERANCE MUST BE PER ASTM A6.

6. PROVIDE CONTINUOUS RAILS IN 10'-0" MINIMUM SEGMENTS. SEE 'STAGING RAIL SPLICE DETAIL' ON SHEET

SB301. MAINTAIN INDICATED TOLERANCES AT SPLICES.

7. TOP OF RAIL MUST BE FLUSH WITH TEST CELL DOOR THRESHOLD EMBED PLATE. SEE 'STAGING RAIL

DETAIL AT COLLECTOR DOOR THRESHOLD' ON SHEET SB301.

8. AFTER CASTING FLOOR SLAB, PREPARE EXPOSED STEEL AND RAIL SURFACES FOR PAINTING PER PAINT

SUPPLIER REQUIREMENTS, MINIMUM SSPC-SP6 (COMMERCIAL BLAST).

9. AFTER SURFACE PREPARATION, STEEL RAIL SURFACES NOT SUBJECTED TO COLLECTOR WHEEL OR LATERAL GUIDE ROLLER CONTACT (TOP AND INSIDE RAIL SURFACES) MUST BE PRIMED AND FINISH

COATED IN ACCORDANCE WITH THE SPECIFICATIONS.

10. TOP AND INSIDE RAIL SURFACES MUST BE TAPED OFF DURING PAINTING. AFTER PAINT IS COMPLETELY DRY, REMOVE TAPE AND WIPE THE TOP AND INSIDE RAIL SURFACES WITH LIGHT MACHINE OIL.

11. PRIMER COAT PAINT SYSTEM FOR EXPOSED STAGING RAIL STEEL MUST COMPLY WITH THE

REQUIREMENTS OF ASE SPECIFICATION MS-151.

12. FINISH COAT PAINT SYSTEM FOR EXPOSED STAGING RAIL STEEL MUST COMPLY WITH THE REQUIREMENTS

OF ASE SPECIFICATION MS-152, WITH COLOR AS SELECTED BY CONTRACTING OFFICER.

13. PROVIDE REMOVEABLE PVC PLASTIC FILLER STRIPS ALONG BOTH GROOVES OF BOTH STAGING RAIL LINES. FILLER STRIPS MUST BE 1-1/2" x 3-1/4", IN 6'-0" LONG SEGMENTS, AND NOT BE FASTENED TO THE

FLOOR.

14. CONSTRUCTION STAGING RAILS MUST MEET THE FOLLOWING TOLERANCES:

A. LEVEL (TOP OF RAILS): ±1/8"

B. FLAT (TOP OF RAILS): WITHIN 20', ANY TWO POINTS ±1/16"

C. LATERAL ALIGNMENT (INSIDE OF RAILS): ±1/4"

GB

PM

GEAR BOX AND

SOLEPLATES

EQUIPMENTTAG DEAD LOAD LIVE LOAD

TEST CELL EQUIPMENT ALLOWANCES

PRIME MOVER AND

SOLEPLATES

50,000 LB

±285,000 LB

SEE NOTE

200,000 LB

±100,000 LB

SEE NOTE

NOTES

SEE SHEET SB312 FOR ANCHORS.

LIVE LOAD IS SHORT-CIRCUIT TORQUE

APPLIED TO EACH SOLEPLATE

BS INLET BIRD SCREEN 2,000 LB - -

IB INLET BAFFLES 90,000 LB - -

FS1 FIRST FLOW SCREEN 4,000 LB - -

ITV INLET TURNING VANES -

SLIP CONNECTION AT TOP END CONNECTION

TO ALLOW FOR THERMAL EXPANSION

EC EXHAUST COLLECTOR 100,000 LB -

AIR LOAD IS LATERAL THRUST ON EXHAUST

TUNNEL EMBED DURING TEST CELL OPERATION

ETV EXHAUST TURNING VANES -

EB EXHAUST BAFFLES - -

SR STAGING RAILS N/A 50,000 LB

LIVE LOAD IS POINT LOAD AT A SINGLE

LOCATION ALONG EACH RAIL

JC JIB CRANES 1,000 LB 1,000 LB 0.5-TON JIB CRANE BOTH SIDES OF WALL

40,000 LB

22,000 LB

60,000 LB

IN CONTRACT?

NO; ANCHORS YES

NO

NO

NO

NO

YES

NO

NO

NO

NO

NO; ANCHORS YES

AIR LOAD

250 LB

8,500 LB

2,500 LB

1,500 LB

31,000 LB

7,000 LB

6,000 LB

CP CEILING PANELS 6,000 LB - -NO N/A

SEE SHEET SB312 FOR ANCHORS.

LIVE LOAD IS SEIZURE TORQUE APPLIED

TO EACH SOLEPLATE.

LF

LIFTFAN BEING TESTED

AND RUN COLLAR

22,000 LB

WEIGHT INCLUDES RUN COLLAR.

LIVE LOAD IS UPWARD THRUST.

5,000 LBNO -

NOTES:

1. EMBED PLATES AND ANCHORS ARE INCLUDED IN BUILDING CONTRACT. SEE PLANS AND DETAILS THROUGHOUT DRAWINGS FOR ADDITIONAL INFORMATION.

2. LOAD ALLOWANCES INDICATED REFER TO TOTAL LOAD ALLOWANCE FROM ALL ELEMENTS OF THE REFERENCED EQUIPMENT (E.G., TOTAL DEAD LOAD OF THE

GROUP OF INLET BAFFLES, NOT PER SINGLE BAFFLE ELEMENT).

FS2 SECOND FLOW SCREEN 6,000 LB - -NO 1,000 LB

SL SCISSOR LIFT 5,000 LB 10,000 LB LIVE LOAD IS RATED LIFT CAPACITYNO -

SLIP CONNECTION AT TOP END CONNECTION

TO ALLOW FOR THERMAL EXPANSION

A INLET HOUSE/BAFFLES

ROOM / AREATAG AIR PRESSURE

FLOWPATH AIR PRESSURE ALLOWANCES

INLET DIFFUSER

20 PSF

20 PSF

NOTES

INLET TURNING VANES 20 PSF -

LIFTFAN TEST AREA 30 PSF -

B

C

D

EXHAUST ROOM 30 PSF OUTSIDE OF EXHAUST COLLECTORE

PRIME MOVER AREA 6 PSF -G

EXHAUST TURNING VANES 40 PSF -H

EXHAUST BAFFLES 30 PSF -K

NOTES:

1. FLOWPATH AIR PRESSURE ALLOWANCES INDICATE THE MAXIMUM (PEAK) PRESSURE DUE

TO NORMAL OPERATION OF THE TEST CELL. PRESSURES INDICATED ARE APPLIED

PERPENDICULAR TO ALL ENCLOSING BUILDING SURFACES (WALLS OR SLABS) IN THE

ROOM OR AREA INDICATED. SEE DIAGRAM THIS SHEET FOR ROOM LOCATIONS.

EXHAUST TUNNEL 110 PSF -F

EXHAUST STACK 40 PSF -J

FIRST FLOOR

[0'-0"]

1 2 3 6 9

GB

PM

ETV

EB

IB

FS1

ITV

EC

BS

EC

SR

READY ROOM CRANE, 5-TON

TEST CELL

CRANE, DUAL

5-TON HOISTS

PRIME MOVER

CRANE, 6-TON

ALLOCATED CRANE SPACE,

SEE SHEET SF503 (TYP)

SL

CP

B A

DK

F H

C

LF

FS2

E

NOTES:

1. SEE SHEET SB102 FOR SECTION CUT

LOCATION.

2. CONCRETE EXPOSED TO THE AIR

FLOWPATH MUST BE AIR-ENTRAINED

AND CAST TO A SMOOTH FINISH IN

ACCORDINACE WITH THE

SPECIFICATIONS. AIR FLOWPATH IS

INDICATED THUS:

3. AT INDICATED SLABS ALONG THE AIR

FLOWPATH, PROVIDE FLOATED SLAB

FINISH. SEE SPECIFICATIONS.

G

J

JCJC

NOTE 3

NOTE 3

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

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SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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S-003

DSC RLC ECW

12783212

NOT TO SCALE

A2

EQUIPMENT DIAGRAM - LONGITUDINAL BUILDING SECTION (LOOKING PLAN NORTH)

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/1

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SBerger Snapshot

FIRST FLOOR

[0'-0"]

TEST CELL FLOOR

[+17'-9"]

INLET FLOOR - HIGH

[46'-9"]

TEST CELL ROOF

[+65'-7"]

PRIME MOVER ROOF

[37'-6"]

12" THICK WALL

#6 AT 6" EF

#6 A

T

E

F

#7 AT 6" EF

#7 A

T

E

F

18" THICK WALL

1'-0"

3'-10"

7' -4

1'

-4

5' -6

"2

GRATING FLOOR

[+46'-0"]

7 6 3 2

2'-10" 34'-0" 1'-6" 49'-0" 1'-0"

17'-0"

'-1

7' -4

3'-4"8'-11"

FIRST FLOOR

[0'-0"]

INLET FLOOR - LOW

[46'-0"]

CONTROL ROOM

FLOOR

[+20'-2"]

ENTRY FLOOR

[+21'-2"]

INLET FLOOR - HIGH

[46'-9"]

T.O. PARAPET

[50'-9"]

#7 AT 6" EF

#7 A

T

E

F

4'-4"

1'-10"

4'-4"

7' -2

7'

-2 " 7"3'-4"6'-8"3'-4"3'-11"6'-4"12'-7"4'-4"5'-7"3'-4"

12" THICK WALL

11111

9 8 7

1'-0"

31'-2" 21'-6"

1'-0"

54'-8"

2'-8"

2' -0

2' -2

1'-2"2'-10"

1'-4"

1'-4"

3' -0

1'

-2

4' -2

1'

-4

1'-6"10'-0"

11'-3"

23'-7"

'-2

WALL JAMB REINFORCING,

SEE "TYPICAL WALL 'A'

JAMBS" DETAIL THIS

SHEET (TYP 7 DOOR

OPENINGS IN WALL 'A')

WALL JAMB

REINFORCING, SEE

"ENTRY DOOR JAMB"

DETAIL THIS SHEET

T Y

P

4' -0

WALL ELEVATION NOTES

1. SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

2. SEE FOUNDATION AND FRAMING PLAN SHEETS DETAILS NOT SHOWN.

3. BUILDING WALLS MUST BE CAST-IN-PLACE CONCRETE WALLS OF THE

THICKNESS INDICATED, REINFORCED AS INDICATED, SUPPORTED BY

CONCRETE PILE FOUNDATIONS.

4. TEMPORARY FRAMING AND BRACING REQUIRED FOR CAST-IN-PLACE WALL

CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. EMBEDS PLATES ARE INDICATED 'EPx'. SEE DETAILS ON SHEET SF502. NEAR-

SIDE EMBEDS ARE SHOWN WITH SOLID LINES. FAR-SIDE EMBEDS ARE

SHOWN WITH DASHED LINES. SEE OTHER STRUCTURAL DETAILS

THROUGHOUT DRAWINGS FOR EMBEDS NOT SHOWN.

6. REINFORCE WALL OPENINGS PER 'TYPICAL SLAB AND WALL OPENING'

DETAIL ON SHEET SB502. COORDINATE ALL WALL OPENINGS WITH OTHER

DISCIPLINE DRAWINGS, NOT ALL OPENINGS ARE SHOWN.

TYP

1 1/2" CLR

1'-10"

#4 AT 6" TIES

(14) #7 VERT BARS

#4 AT 6" HAIRPINS ALONG

HEIGHT OF OPENING

ENTRY DOOR JAMB TYPICAL WALL 'A' JAMBS

TYP

1 1/2" CLR

T Y

P

1/

2" C

LR

1'-6"

MAIN WALL

REINFORCING

AS SCHEDULED 12 GAGE

MATERIAL

PLAN VIEW SECTION A-A

PROVIDE SLOTTED CHANNEL CONCRETE INSERTS WITH EMBEDMENT TABS AS

INDICATED, INCLUDING ALL NECESSARY CLOSURES, SPLICES, END CAPS,

FITTINGS, AND HARDWARE. PROVIDE GALVANIZED FINISH. BASIS OF DESIGN IS

UNISTRUT P3270. SUBMIT SLOTTED CHANNEL CONCRETE INSERTS FOR REVIEW.

1 5/8"

3/

8"

SLOTTED

CHANNEL

CONCRETE

INSERTEMBEDMENT

TABS AT 8" OC

7/

8"

A

A

BUILDING

INTERIOR

CONCRETE

WALL

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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SF201

DSC RLC ECW

12783232

1/8" = 1'-0" B

WALL ELEVATION

1/8" = 1'-0" A

WALL ELEVATION

B B A

KEY PLAN

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

# KEY NOTES

1 DOOR OPENING. COORDINATE WITH ARCHITECTURAL DRAWINGS

2 CONCRETE CRANE RAIL SUPPORT HAUNCH. SEE DETAIL ON SHEET SF503

3 8" PARAPET WALL, SEE FRAMING SECTION FOR REINFORCING

4 1" BUILDING EXPANSION JOINT

5 WALL OPENING FOR LOUVER, SEE TYPICAL DETAIL ON SHEET SB502.

COORDINATE WITH MECHANICAL DRAWINGS

6 SLOTTED CHANNEL CONCRETE INSERTS EMBEDDED IN WALL AT 4'-0" OC AS

SHOWN, SEE TYPICAL DETAIL ON SHEET SF201

7 CRANE PULL TEST EMBED (2 TOTAL), SEE DETAIL ON SHEET SF503

8 WALL OPENING FOR MECHANICAL DUCT, SEE TYPICAL DETAIL ON SHEET

SB502. COORDINATE WITH MECHANICAL DRAWINGS

9 PIPES THROUGH WALL, SEE MECHANICAL DRAWINGS.

10 PROVIDE EMBED PL-1/2x18 ALL SIDES OF DRIVESHAFT OPENING WITH 2 ROWS OF 3/4" x 6" STUDS AT 8" OC MAX (10" GAGE)

NOT TO SCALE

WALL 'A' JAMB DETAILS

NOT TO SCALE

TYPICAL SLOTTED CHANNEL

CONCRETE INSERTS

A

M E

N D

M E

N T

/0 7/

A

M E

N D

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/1 4/

INLET FLOOR - LOW

[46'-0"]

CONTROL ROOM

FLOOR

[+20'-2"]

INLET ROOF - LOW

[+64'-6"]

T.O. PARAPET

[50'-9"]

12" THICK WALL

'-0

4'-2" 3'-4" 4'-7" 20'-0" 5'-11"

7' -2

#7 AT 6" EF

#7 A

T

E

F

(4) #7 x 26'-0"

A B J L

1'-0"

6'-0"

1'-6"

20'-0"

1'-6"

9'-0"

1'-0"

A4

SF321

2' -4

3'

-4

1' -3

9'

-4 " 2'-6"

6'-0"

2'-0"

2'-6"

1' -3

6' -3

4'-4" 3'-0"

D4

SF311

FIRST FLOOR

[0'-0"]

INLET FLOOR - LOW

[46'-0"]

INLET ROOF - HIGH

[+65'-3"]

CONTROL ROOM

FLOOR

[+20'-2"]

INLET FLOOR - HIGH

[46'-9"]

TEST CELL ROOF

[+65'-7"]

T.O. PARAPET

[50'-9"]

12" THICK WALL18" THICK WALL12" THICK WALL

13'-10" 3'-4"

7' -2

1' -0

7' -2

13'-10" 3'-4"

#6 AT 6" EF

#6 A

T

E

F

#7 AT 6" EF

#7 A

T

E

F

#7 AT 6" EF

#7 A

T

E

F

2 3 6 7 9

50'-6" 34'-0"

2'-10"

52'-8"

'-1

17'-0"

1'-0"

3'-10"

1' -4

7' -4

2' -2

8"

4'-0"

1' -3

9'

-4

6'-8"

2'-6"

WALL ELEVATION NOTES

1. SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

2. SEE FOUNDATION AND FRAMING PLAN SHEETS DETAILS NOT SHOWN.

3. BUILDING WALLS MUST BE CAST-IN-PLACE CONCRETE WALLS OF THE

THICKNESS INDICATED, REINFORCED AS INDICATED, SUPPORTED BY

CONCRETE PILE FOUNDATIONS.

4. TEMPORARY FRAMING AND BRACING REQUIRED FOR CAST-IN-PLACE WALL

CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. EMBEDS PLATES ARE INDICATED 'EPx'. SEE DETAILS ON SHEET SF502. NEAR-

SIDE EMBEDS ARE SHOWN WITH SOLID LINES. FAR-SIDE EMBEDS ARE

SHOWN WITH DASHED LINES. SEE OTHER STRUCTURAL DETAILS

THROUGHOUT DRAWINGS FOR EMBEDS NOT SHOWN.

6. REINFORCE WALL OPENINGS PER 'TYPICAL SLAB AND WALL OPENING'

DETAIL ON SHEET SB502. COORDINATE ALL WALL OPENINGS WITH OTHER

DISCIPLINE DRAWINGS, NOT ALL OPENINGS ARE SHOWN.

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4525 Main St., Suite 1400

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

N O

R T

H C

A R

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IN

A I P

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N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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SF202

DSC RLC ECW

12783233

1/8" = 1'-0" D

WALL ELEVATION

1/8" = 1'-0"

C

WALL ELEVATION

D

C C C

KEY PLAN

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

# KEY NOTES

1 DOOR OPENING. COORDINATE WITH ARCHITECTURAL DRAWINGS

2 CONCRETE CRANE RAIL SUPPORT HAUNCH. SEE DETAIL ON SHEET SF503

3 8" PARAPET WALL, SEE FRAMING SECTION FOR REINFORCING

4 1" BUILDING EXPANSION JOINT

5 WALL OPENING FOR LOUVER, SEE TYPICAL DETAIL ON SHEET SB502.

COORDINATE WITH MECHANICAL DRAWINGS

6 SLOTTED CHANNEL CONCRETE INSERTS EMBEDDED IN WALL AT 4'-0" OC AS

SHOWN, SEE TYPICAL DETAIL ON SHEET SF201

7 CRANE PULL TEST EMBED (2 TOTAL), SEE DETAIL ON SHEET SF503

8 WALL OPENING FOR MECHANICAL DUCT, SEE TYPICAL DETAIL ON SHEET

SB502. COORDINATE WITH MECHANICAL DRAWINGS

9 PIPES THROUGH WALL, SEE MECHANICAL DRAWINGS.

10 PROVIDE EMBED PL-1/2x18 ALL SIDES OF DRIVESHAFT OPENING WITH 2 ROWS OF 3/4" x 6" STUDS AT 8" OC MAX (10" GAGE)

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TEST CELL FLOOR

[+17'-9"]

INLET FLOOR - HIGH

[46'-9"]

TEST CELL ROOF

[+65'-7"]

18" THICK WALL

1'-2"

3'-4"

7' -2

1'-2"

3'-4" 4'-2" 16'-8" 8'-8"

7' -2

'-0

#7 AT 6" EF

#7 A

T

E

F

(4) #8 x 22'-0"

OPEN

TAPERED CORNER

AND CONT. EMBED PL,

SEE FRAMING SECTION

GRATING FLOOR

[+46'-0"]

A K

1'-0"

35'-0"

1'-0"

FIRST FLOOR

[0'-0"]

TEST CELL FLOOR

[+17'-9"]

TEST CELL ROOF

[+65'-7"]

PRIME MOVER ROOF

[37'-6"]

18" THICK WALL

#7 AT 6" EF

#7 A

T

E

F

(4) #7 x 23'-0"

GRATING FLOOR

[+46'-0"]

K A

1'-0"

35'-0"

1'-0"

8'-4"

2" BEJ

17'-0"

2" BEJ

8'-4"

2" B

E J

'-4

16'-1"

1'-10"

1' -9

3'

-0

2" B

E J

FIRST FLOOR

[0'-0"]

PRIME MOVER ROOF

[37'-6"]

18" THICK

WALL

12" THICK

WALL

12" THICK

WALL

#7 A

T

6" E

F

#7 AT 6" NS

#7 AT 6" EF

#7 AT

6" EF

#7 AT

6" EF

#7

F

#7

F

EP3

EP2

'-0

'-1 1"

'-1

EP2

GK D A

1'-0" 10'-6" 14'-0" 10'-6" 1'-0"

'-1

1" 4'

-4

4'-4"

4"

6'-4"

7' -2

6'-4"

4"

7' -2

2" BEJ 2" BEJ

4' -0

END-OF-WALL

JAMB, SEE DETAIL

THIS SHEET

FIRST FLOOR

[0'-0"]

INLET FLOOR - LOW

[46'-0"]

TEST CELL FLOOR

[+17'-9"]

TEST CELL ROOF

[+65'-7"]

12" THICK WALL

12'-2" 16'-8" 4'-2" 3'-4"

1'-8"

3'-4"

1'-8"

7' -2

7'

-2

'-0

#6 AT 6" EF

#6 A

T

E

F

L A

1'-0" 2'-0"

36'-0"

1'-0"

(4) #8 x 22'-0"

WALL ELEVATION NOTES

1. SEE SHEETS S-001, S-002 AND S-003 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

2. SEE FOUNDATION AND FRAMING PLAN SHEETS DETAILS NOT SHOWN.

3. BUILDING WALLS MUST BE CAST-IN-PLACE CONCRETE WALLS OF THE

THICKNESS INDICATED, REINFORCED AS INDICATED, SUPPORTED BY

CONCRETE PILE FOUNDATIONS.

4. TEMPORARY FRAMING AND BRACING REQUIRED FOR CAST-IN-PLACE WALL

CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. EMBEDS PLATES ARE INDICATED 'EPx'. SEE DETAILS ON SHEET SF502. NEAR-

SIDE EMBEDS ARE SHOWN WITH SOLID LINES. FAR-SIDE EMBEDS ARE

SHOWN WITH DASHED LINES. SEE OTHER STRUCTURAL DETAILS

THROUGHOUT DRAWINGS FOR EMBEDS NOT SHOWN.

6. REINFORCE WALL OPENINGS PER 'TYPICAL SLAB AND WALL OPENING'

DETAIL ON SHEET SB502. COORDINATE ALL WALL OPENINGS WITH OTHER

DISCIPLINE DRAWINGS, NOT ALL OPENINGS ARE SHOWN.

TYP

1 1/2" CLR

1' -0

2'-2"

#4 AT 6" TIES

(14) #7 VERT BARS

2" BEJ

Virginia Beach, Va 23462 757·455·5800

4525 Main St., Suite 1400

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

N O

R T

H C

A R

O L

IN

A I P

T

N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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SF203

DSC RLC ECW

12783234

1/8" = 1'-0" E1

WALL ELEVATION

1/8" = 1'-0"

F

WALL ELEVATION

1/8" = 1'-0" G

WALL ELEVATION

E1FG E2

KEY PLAN

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

# KEY NOTES

1/8" = 1'-0" E2

WALL ELEVATION

1 DOOR OPENING. COORDINATE WITH ARCHITECTURAL DRAWINGS

2 CONCRETE CRANE RAIL SUPPORT HAUNCH. SEE DETAIL ON SHEET SF503

3 8" PARAPET WALL, SEE FRAMING SECTION FOR REINFORCING

4 1" BUILDING EXPANSION JOINT

5 WALL OPENING FOR LOUVER, SEE TYPICAL DETAIL ON SHEET SB502.

COORDINATE WITH MECHANICAL DRAWINGS

6 SLOTTED CHANNEL CONCRETE INSERTS EMBEDDED IN WALL AT 4'-0" OC AS

SHOWN, SEE TYPICAL DETAIL ON SHEET SF201

7 CRANE PULL TEST EMBED (2 TOTAL), SEE DETAIL ON SHEET SF503

8 WALL OPENING FOR MECHANICAL DUCT, SEE TYPICAL DETAIL ON SHEET

SB502. COORDINATE WITH MECHANICAL DRAWINGS

9 PIPES THROUGH WALL, SEE MECHANICAL DRAWINGS.

10 PROVIDE EMBED PL-1/2x18 ALL SIDES OF DRIVESHAFT OPENING WITH 2 ROWS OF 3/4" x 6" STUDS AT 8" OC MAX (10" GAGE)

NOT TO SCALE

WALL 'G' JAMB DETAIL

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GROUND LEVEL

0"

INTAKE LEVEL

46'-9"

MECHANICAL LEVEL

12'-4"

CONTROL LEVEL

21'-2"

T.O. EXHAUST STACK WALL

48'-0"

T.O. ENTRY WALLS

33'-6"

T.O. PARAPET WALL

50'-9"

T.O. MECHANICAL ROOF SLAB

37'-6"

2 3 4 5 6 71

TEST CELL LEVEL

17'-9"

7'-0" 7'-0" 2'

-8

2' -8

2'

-8

2' -8

1'

-4

C

O U

R S

E S

'-4

1'

-4

C

O U

R S

E S

'-2

/4

1'

-4

C

O U

R S

E S

7' -4

CJ

16'-2" 16'-0" 16'-8"

CJ CJ

19'-0" 18'-10" 17'-4" 19'-10"

3'-5" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 3'-4 5/8"

7'-0" 3'-7" 3'-4 5/8"

CJ

CJ

CJ CJ

11 1212 14

1511 1511

T.O. HIGH SHELF ANGLE

40'-8"

EQ. EQ.

4' -0

2'

-8

2' -8

2'

-8

2' -8

2'

-8

5'-4"7'-0"

7'-0"

7'-0"

9 923

3 3

2' -8

24 24

AE507

A3

CJ

L-5

24 88

Virginia Beach, Va 23462 757·455·5800

4525 Main St., Suite 1400

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

N O

R T

H C

A R

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IN

A I P

T

AS NOTED

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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AE201

1389846

SEB SEB RTD

12783252

1/8" = 1'-0"C1

SOUTH ELEVATION

KEY NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE

1 BRICK VENEER, COLOR 1: MATCH EXTERIOR BRICK VENEER OF BUILDING

P991

2 BRICK VENEER, COLOR 2: BASIS OF DESIGN - DARK ROSE, PALMETTO

BRICK

3 BRICK DOUBLE SOLDIER COURSING, COLOR 1

4 BRICK DOUBLE SOLDIER COURSING, COLOR 2

5 METAL WALL PANELS, 84"X32"; COLOR TO MATCH BUILDING P991, TYPICAL

7 STANDING SEAM METAL ROOFING COLOR TO MATCH BUILDING P991,

TYPICAL

8 METAL PARAPET CAP

9 INSULATED HOLLOW METAL DOOR AND FRAME

10 INSULATED COILING OVERHEAD DOOR WITH HOOD

11 COLLECTION BOX

12 6" x 6" DOWNSPOUT

13 EXHAUST FAN (CURB PER MANUFACTURER PRODUCT

RECOMMENDATION), SEE MECHANICAL.

14 CONDENSING UNIT, SEE MECHANICAL.

15 SCUPPER

16 LOUVER, SEE MECHANICAL.

17 GUTTER AND DOWNSPOUT

18 METAL ACCESS LADDER WITH FALL PROTECTION SYSTEM

19 BUILDING NUMBER SIGNAGE

20 FRCE SIGNAGE

21 ELECTRICAL ENCLOSURE, SEE SHEET AE408

22 BRICK SHELF ANGLE AND FLASHING, SEE DETAIL A3/AE505

23 LIGHT FIXTURE - SEE ELECTRICAL

24 SPLASHBLOCK

88 KNOX BOX - INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

A

M

EN

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#0

/0 7/

A

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#0

/1 4/

DOMESTIC COLD WATER

DOMESTIC HOT WATER (120°F)

DOMESTIC HOT WATER RECIRCULATING

SOIL, WASTE OR SANITARY SEWER

UNION

WALL HYDRANT (WH)

HOSE BIBB (HB)

RAINLEADER PIPINGRL

VENT PIPING

PIPE TURNING DOWN

PIPE TURNING UP

PITCH DOWN IN DIRECTION OF ARROW

# CONSTRUCTION NOTE IDENTIFICATION

WASTE RISER DESIGNATION

WATER RISER DESIGNATION

VALVES AND ACCESSORIES

AUTOMATIC FLOW CONTROL VALVE

BACKFLOW PREVENTER (BFD)

BALL VALVE

GENERAL

LEGEND

INDICATES ITEM TO BE PROVIDED

FLOOR DRAIN WITH DEEP SEAL P-TRAPFD

CLEANOUT, GRADE TYPEGCO

FLOOR CLEANOUTFCO

BRANCH SIDE CONNECTION

BRANCH TOP CONNECTION

BRANCH BOTTOM CONNECTION

SAN

X

WALL CLEANOUTWCO

CLEANOUT PLUGCOP

CAPPED PIPE

CHECK VALVE

DIRECTION OF FLOW

PRESSURE RELIEF VALVE

STRAINER

THERMOMETER

VACUUM BREAKER

COMPRESSED AIR RISER DESINGATIONX

Virginia Beach, Va 23462 757·455·5800

4525 Main St., Suite 1400

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

N O

R T

H C

A R

O L

IN

A I P

T

N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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P-001

1389846

RMF MKJ JLD

12783288

1. PROVIDE LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH

CONTRACT PLANS, SPECIFICATIONS AND APPLICABLE STATE AND LOCAL CODES.

2. PROVIDE A COMPLETE SYSTEM OF HOT AND COLD WATER, AND WASTE AND VENT PIPING TO FIXTURES WITHIN THE BUILDING.

3. WATER, SOIL, WASTE, AND VENT PIPING LINES MUST BE CONCEALED IN THE BUILDING CONSTRUCTION, EXCEPT WHERE INDICATED OTHERWISE.

4. PIPING RUN IN RETURN AIR CEILING PLENUM SPACE MUST BE CAST IRON OR OTHER CODE APPROVED METAL. PLASTIC WILL NOT BE PERMITTED.

5. MAKE PROPER PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT EVEN THOUGH BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN.

6. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING-IN PLUMBING FIXTURES.

7. ROUTING OF PIPING MUST BE COORDINATED WITH OTHER TRADES.

8. BASIS OF DESIGN FIXTURES AND EQUIPMENT ARE INDICATED IN THE PLUMBING FIXTURE SCHEDULE, PUMP SCHEDULE, WATER HEATER SCHEDULE, SPECIALTIES SCHEDULE AND OTHER SCHEDULES, AS A GUIDE FOR GENERAL QUALITY AND PERFORMANCE DESIRED. FIXTURES AND EQUIPMENT BY OTHERS ARE ACCEPTABLE PROVIDED THEY ARE OF THE SAME TYPE, QUALITY, PERFORMANCE AND OPERATION.

9. PLUMBING VENTS WITHIN A 15'-0" RADIUS OF A ROOF TOP UNIT OR FRESH AIR INTAKE MUST BE OFFSET TO CLEAR OUTSIDE THE RADIUS.

10. PROTECT COPPER PIPING AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. HANGERS, SUPPORTS, ANCHORS AND CLIPS MUST BE COPPER OR

COPPER PLATED.

11. PROVIDE SHUT-OFF VALVES AND BACKFLOW PREVENTION DEVICES AT CONNECTIONS TO NON-POTABLE WATER SYSTEMS AND EQUIPMENT.

12. PROVIDE CLEANOUTS AT THE BASE OF DRAINAGE STACKS.

13. PROVIDE DISCONNECT SWITCHES, VFD'S, STARTERS AND OTHER COMPONENTS REQUIRED FOR OPERATION OF EQUIPMENT AS DESCRIBED ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE ELECTRICAL CONTRACTOR MUST PROVIDE CONDUIT AND WIRING FROM THE POWER SOURCE TO THE DISCONNECT SWITCH, FROM THE DISCONNECT SWITCH TO THE STARTER OR VFD, AND FROM THE STARTER OR VFD TO THE FINAL MECHANICAL EQUIPMENT CONNECTION.

14. COORDINATE PIPING WITH ELECTRICAL PANELS AND EQUIPMENT. RUN PLUMBING PIPING SUCH THAT IT DOES NOT RUN ABOVE ELECTRICAL PANELS, SWITCH

GEAR, AND SIMILAR ELECTRICAL EQUIPMENT.

15. VERIFY EXISTING CONDITIONS PRIOR TO BEGINING WORK OR ORDERING EQUIPMENT, PIPING, FIXTURES, ETC.

16. PROVIDE EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE LISTING REQUIREMENTS.

17. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES.

18. SEE PIPE RISER SHEETS FOR DETAILED PIPE SIZES.

19. PROVIDE EXTERIOR WALL HYDRANTS MINIMUM 1'-6" AFG. INTERIOR HOSE BIBBS MUST BE MOUNTED 2'-0" AFF, UNLESS OTHERWISE NOTED.

20. SEE RISERS FOR CLARITY OF PIPE LAYOUTS

GENERAL NOTES

ABV ABOVE

AC-1 AIR COMPRESSOR

AD ACCESS DOOR

AD-1 AIR DRYER

ADA AMERICANS WITH DISABILITY ACT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AP ACCESS PANEL

ARCH ARCHITECTURAL

BFP BACKFLOW PREVENTER

CA COMPRESSED AIR

CW DOMESTIC COLD WATER

DIA DIAMETER

DN DOWN

DSN DOWNSPOUT NOZZLE

DWG DRAWING

DWH-1 WATER HEATER

FCOC FUEL COOLED OIL COOLER (BY OTHERS)

FF FINISHED FLOOR

FS FLOOR SINK

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GPM GALLONS PER MINUTE

HB HOSE BIBB

HW DOMESTIC HOT WATER

HWR HOT WATER RETURN

MISC MISCELLANEOUS

MV MIXING VALVE

NIC NOT IN CONTRACT

RD ROOF DRAIN

RL RAINLEADER

SPD SUMP PUMP DISCHARGE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VENT

WH WALL HYDRANT

WHA-'A' WATER HAMMER ARRESTOR AND SIZE

WM WATER METER

WSV WATER STACK VENT

WVB WATER VALVE BOX

ABBREVIATIONS

NOTES:

1. USE WITH WALL MOUNTED HOLDRITE QUICKSTAND MODEL #30-SWHP-WM WATER HEATER PLATFORM.

2. SET WATER HEATER TO 120F.

3. USE WITH 2 GALLON EXPANSION TANK (ET-1) AMTROL THERMXTROL ST-5

PLUMBING FIXTURE SCHEDULE

FIXTURE CONNECTIONS

MANUFACTURER'S MODEL NUMBER / ACCESSORIES NOTESMARK FIXTURE TYPE MANUFACTURER MODEL NO. CW HW WASTE VENT (MIN) MOUNTING MOUNTING HEIGHT

P-1 WATER CLOSET (ADA) FLUSH VALVE AMERICAN STANDARD 2857.128 1" - 4" 2" FLOOR - AMERICAN STANDARD MADERA #2857.128, 1.28-GPF MANUAL FLUSH VALVE; AMERICAN STANDARD SEAT MODEL #5901.100, OPEN FRONT, LESS COVER, EXTRA HEAVY DUTY SOLID PLASTIC, SELF SUSTAINING CHECK HINGE

P-3 LAVATORY (ADA) SELF-DRAINING AMERICAN STANDARD 0355.027 1/2" 1/2" 1-1/4" 1-1/4" WALL ADA LAVATORY MUST BE VITREOUS CHINA, WALL HUNG LAVATORY, 19 X 17 INCH MINIMUM WITH 4 INCH HIGH BACK, DRILLINGS ON 4 INCH CENTERS, FRONT OVERFLOW. FAUCET MUST BE AMERICAN STANDARD RELIANT #7385 WITH GRID DRAIN WITH POLISHED CHROMED PLATED FINISH, CAST BRASS P-TRAP AND ARM WITH ESCUTCHEON. PROVIDE WITH THERMOSTATIC MIXING VALVE ASSE 1070.

1,2

P-4 SINK STAINLESS STEEL ELKAY LRADQ151765 1/2" 1/2" 1-1/2" 1-1/4" COUNTER COUNTERTOP SINK MUST BE SINGLE COMPARTMENT 15 X 17-1/2 X 6-1/2" DIMENSIONS, SELF-RIMMING WITH UNDERCOATING. FAUCET MUST BE AMERICAN STANDARD #6409.170 CAST BRASS CENTERSET FAUCET WITH POLISHED CHROMED PLATED FINISH, SWIVEL GOOSENECK SPOUT, COLOR INDEXED VANDAL RESIST 6 INCH BLADE HANDLES, CAST BRASS P-TRAP AND ARM WITH ESCUTCHEON. PROVIDE WITH THERMOSTATIC MIXING VALVE ASSE 1070.

P-5 MOP BASIN RAISED RIM STERN-WILLIAMS SBC-1700 1/2" 1/2" 3" 1-1/2" FLOOR - 24" X 24", 6" DROP FRONT, W/ STAINLESS STEEL CAP; ZURN FAUCET #Z843M1-CS-HCT-WHK, QUARTER TURN CERAMIC DISC CARTRIDGES, LEVER HANDLES, INTEGRAL VACUUM BREAKER, CHECK STOPS, HOT/COLD INDEXES, WALL HOOK. STERN WILLIAMS T-35 HOSE AND WALLHOOK, T-40 STAINLESS STEEL MOP HANGER, BP 304 STAINLESS STEEL WALL MOUNTED SPLASH PANELS; PROVIDE WITH CHECK VALVES ON HOT AND COLD WATER SUPPLY LINES

P-8 PRESSURE WATER COOLER BI-LEVEL ELKAY LZSTL8WSLK 1/2" - 2" 1-1/2" WALL ADA ELKAY BOTTLE FILLING STATION & BI-LEVEL ADA COOLER, FILTERED 8 GPH LIGHT GRAY. INCLUDE HANDS-FREE, VISUAL FILTER MONITOR, FILTERED, ANTIMICROBIAL. ELECTRONIC BOTTLE FILLER SENSOR WITH ELECTRONIC FRONT AND SIDE BUBBLER PUSHBAR ACTIVATION. UNIT MUST BE CERTIFIED TO UL 399 AND CAN/CSA C22.2 NO. 120. UNIT MUST BE LEAD-FREE DESIGN WHICH IS CERTIFIED TO NSF/ANSI 61 & 372 (LEAD FREE)

P-9 EMERGENCY EYEWASH SELF-DRAINING SPEAKMAN SE-491 1/2" 1/2" - - FLOOR ADA SPEAKMAN TRADITIONAL SERIES SE-491 EYE AND FACE WASH STAINLESS STEEL BOWL PEDESTAL MOUNT SYSTEM. USE WITH THE ASSE 1071 CERTIFIED SPEAKMAN SE-370 EYEWASH THERMOSTATIC MIXING VALVE. SET OUTLET TEMPERATURE TO 85°F. PROVIDE WITH SPEAKMAN AL2-C1D2 ALARM IS A FLOW SWITCH ACTIVATED ALARM COMES WITH A FLASHING LIGHT & HORN. THE UNIT ACTIVATES WHEN THE FLOW OF WATER TO THE FIXTURE IS DETECTED

1,2

NOTES:

1. USE WITH OIL-GUARD CONTROL SYSTEM OR APPROVED EQUAL

2. COORDINATE PIT LOCATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS

NOTES:

1. PROVIDE WITH TRAP PRIMER SEALER DEVICE PPP MODEL #PR-500AUS; PROVIDE ON COLD WATER PIPING AND PROVIDE WITH SHUT OFF VALVE ON INLET SIDE AND UNION ON

CONNECTION THE OUTLET SIDE; PROVIDE WITH ACCESS PANEL

NOTES:

1. ENSURE HANDLE IS TO THE WIDE SIDE OF THE COMPARTMENT

2. MOUNTING HEIGHT MEASURED TO TOP OF RIM

PLUMBING PUMP SCHEDULE

MARK LOCATION TYPE

CAPACITY

MANUFACTURERS BASIS OF DESIGN NOTESGPM FT. HD. HP

RP-1 JANITOR 105 RECIRC 1 8 1/5 ARMSTRONG ASTRO 280SS

SP-1 ELEVATOR PIT SUMP 50 17 1/2 ZOELLER OIL GUARD PUMP SWITCH AND

PANEL 940-0007

1,2 PLUMBING SPECIALTIES SCHEDULE

MARK EQUIPMENT DESCRIPTION MANUFACTURERS BASIS-OF-DESIGN

BFP-1 BACKFLOW PREVENTER 2-1/2" WATTS LF009-QT-S WITH 77F-DI-FDA-125 STRAINER AND 304 STAINLESS STEEL PERFORATED SCREENS; PROVIDE AIR GAP FITTING

BFP-2 BACKFLOW PREVENTER 2" WATTS LF009-QT-S WITH 77F-DI-FDA-125 STRAINER AND 304 STAINLESS STEEL PERFORATED SCREENS; PROVIDE AIR GAP FITTING

DSN DOWNSPOUT NOZZLE J.R. SMITH FIG. SQ-9-2039

FCO FLOOR CLEANOUT J.R. SMITH FLOOR CLEAN OUT FIG. #4103S-U; ROUND EXTRA HEAVY DUTY NICKEL BRONZE TOP,VANDAL PROOF, TAPERED THREADED PLUG

FD-1 FLOOR DRAIN J.R. SMITH FLOOR DRAIN FIG. #2230-U-P050; MECHANICAL ROOM/SPACES: MEDIUM DUTY SAFE-SET BUCKET, VANDAL PROOF GRATE; PROVIDE WITH

TRAP PRIMER DEVICE, SEE NOTE 1

HB HOSE BIB WOODFORD HOSE BIBB MODEL #24; TEE-KEY / WHEEL HANDLE, 1/2" INLET CONNECTION, ANTI SIPHON, VACUUM BREAKER

RD-1 ROOF DECK DRAIN J.R. SMITH FLOOR DRAIN FIG. #2141-U; VANDAL PROOF GRATE

WH WALL HYDRANT WOODFORD WALL HYDRANT MODEL #B65; FREEZELESS, TEE KEY, 3/4" INLET CONNECTION, AUTOMATIC DRAINING ANTI SIPHON VACUUM BREAKER

WHA-A WATER HAMMER ARRESTOR PPP SC-500A; LOCATE IN ACCORDANCE WITH PDI WH 201 STANDARD/PROVIDE ACCESS DOORS AS REQUIRED

WM-1 WATER METER HERSEY MVR100; METER TO COMPLY WITH ANSI/AWWA C701, PROVIDE WITH CONNECTION TO BUILDING BAS

WATER HEATER SCHEDULE

MARK LOCATION TYPE MOUNTING

STORAGE

CAPACITY IN

GALLONS

TEMP RISE GPH 50°F

TO 120°F INPUT KW

MANUFACTURERS BASIS OF

DESIGN NOTES

DWH-1 JANITOR 105 ELECTRIC WALL 20 23 4 kW AO SMITH DEL-20 1,2,3

NOTES:

1. DUPLEX AIR COMPRESSOR, 2 X 10HP, 120 GALLON HORIZONTAL TANK

2. COMPRESSOR INCLUDE STARTERS & ALTERNATOR, MOUNTED AND PRE-WIRED

3. PROVIDE WITH THE FOLLOWING:

A. AUTOMATIC PROGRAMMABLE TANK DRAIN

B. AIR-COOLED AFTERCOOLER

C. LOW OIL LEVEL MONITOR

PLUMBING AIR COMPRESSOR SCHEDULE

MARK LOCATION TYPE

NORMAL

PRESSURE Scfm HP MANUFACTURERS BASIS OF DESIGN NOTES

AC-1 MECHANICAL 205 RECIPROCATING AIR COMPRESSOR 125 74 10 GARDNER-DENVER HPL10D-12; MOUNTED ON A 120

GALLON AIR RECEIVER TANK

1,2,3

COMPRESSED AIR DRYER SCHEDULE

MARK LOCATION TYPE CAPACITY RATING MANUFACTURERS BASIS OF DESIGN NOTES

AD-1 MECHANICAL 205 DESICCANT

DRYER

75 CFM AT 100 PSIG PARKER AIRTEK HEATLESS DESICCANT DRYER TW76B1 1

NOTES:

1. DRYER TO INCLUDE MOUNTED PRE-FILTER AND AFTER FILTER

STEVEN MICHAEL BECCIAC

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WATER HEATER (DWH-1)

DRAIN VALVE

DRAIN PAN

1 1/2" DRIP PAN DRAIN, DRAIN

VIA AIR GAP TO MOP SINK

FINISHED FLOOR

9' -4

M

IN

WATER HEATER STAND

TO BE WALL MOUNTED;

PROVIDE PLATFORM IN

ACCORDANCE WITH

MANUFACTURER

INSTRUCTIONS

TEMPERATURE AND PRESSURE

RELIEF VALVE - SET AT 210° F AND

100 PSI; TERMINATE IN DRAIN PAN

UNION (TYP)

THERMOMETER (TYP)

BALL VALVE (TYP)

RP-1; SEE RECIRC

PUMP DETAIL

1" CW INLET

1/2" HWR FROM FIXTURES

ET-1

3/4"

1" HW TO FIXTURES

CA

QUICK COUPLER

DISCONNECT

PRV WITH GAUGE

BALL VALVE (TYP)

STANDARD UNISTRUT

P2558 PIPE STRAP (TYP)

P3000 UNISTRUT WITH

CHANNEL END CAP;

SECURED UNISTRUT TO

FACE OF WALL (TYP)

PRESSURE GAUGE (TYP)

DIRT LEG

3/4"

CA

PRV WITH GAUGE

BALL VALVE (TYP)

STANDARD UNISTRUT

P2558 PIPE STRAP (TYP)

P3000 UNISTRUT WITH

CHANNEL END CAP;

SECURED UNISTRUT TO

FACE OF WALL (TYP)

QUICK COUPLER

DISCONNECT

DIRT LEG

PRV WITH GAUGE

QUICK COUPLER

DISCONNECT

PRESSURE GAUGE

3/4"

SPD

ABOVE CEILING

FINISHED FLOOR

LABEL DISCHARGE

PIPING AS

"ELEVATOR SUMP

PUMP DISCHARGE"

S P

D

2"

SUMP PUMP (SP-1) IN

ELEVATOR PIT; SEE SUMP

PIT DETAIL ON SB502

2"

CONTROL PANEL LOCATED IN

ELEVATOR MACHINE ROOM

CHECK VALVE

UNION

BALL VALVE

6" AIR GAP

MOP SINK

2"

REMOTE ALARM

PANEL LOCATED IN

JANITOR CLOSET

BALL VALVE (TYP)

AIR REGULATOR AND

FILTER (TYP)

CA

AIR

EQUIPMENT

PRESSURE GAUGE

(TYP)

DIRT LEG

STANDARD UNISTRUT

P2558 PIPE STRAP (TYP)

P3000 UNISTRUT WITH

CHANNEL END CAP;

SECURED UNISTRUT TO

FACE OF WALL (TYP)

FLEXIBLE CONNECTION

CA TO COMPRESSED

AIR SYSTEM

AIR COMPRESSOR PIPING DIAGRAM NOTES

AIR COMPRESSOR (AC-1)

BALL VALVE (TYP)

FLEXIBLE CONNECTION

UNION

SAFETY RELIEF VALVE - SET @ 175 PSI

AUTOMATIC DRAIN VALVE

DRAIN VALVE

FLOOR DRAIN

PRESSURE GAUGE

(0-250 PSI RANGE)

CHECK VALVE

AIR DRYER (AD-1); SEE DETAIL

THIS SHEET

WATER SEPARATOR

MAINLINE FILTER

STRAINER

PRESSURE REGULATING VALVE

DRAIN LINE FROM WATER SEPARATOR

ROUTED TO FLOOR DRAIN

NORMALLY

CLOSED

BY-PASS

MIN. 4" HIGH, LEVEL

CONCRETE EQUIPMENT

PAD

PROVIDE VIBRATION ISOLATION PER

COMPRESSOR MANUFACTURERS

RECOMMENDATION

PROVIDE COMPRESSED AIR TO COMPRESSED AIR

OUTLETS SHOWN AND TO EQUIPMENT REQUIRING

CONNECTION

PIPE UNIT PER

MANUFACTURERS

RECOMMENDATIONS

9 9

FINISHED FLOOR

2"

4" EQUIPMENT PAD

FLEXIBLE CONNECTION

SOLENOID VALVE

OPEN - CLOSE WITH

DRIVER ON - OFF

SWITCH

FROM AIR

COMPRESSOR

1" FILTER - 100 SCFM

1 PSIG MAX.

PRESSURE DROP

MAIN FILTER

BY-PASS VALVE

(NORMALLY CLOSED)

3/4" PURGE VALVE

3/4" CONDENSATE

DRAIN RUN TO FLOOR

DRAIN EQUIPMENT PAD

AUTOMATIC TRAP

80 GPH AT 100 PSIG

TO COMPRESSED

AIR SYSTEM

PRESSURE REGULATING VALVE,

100 SCFM, 0-175 PSIG RANGE,

SET AT 145 PSIG

1" FILTER - 100 SCFM 1

PSIG MAX. PRESSURE

DROP MAIN FILTER

BALL VALVE

FLOW

PRESSURE

GAUGE - TYP

RP-1

CHECK VALVE

BALL VALVE - TYP

FLOW

UNION - TYP

STRAINER

MOUNT AND SUPPORT ACCORDING TO

MANUFACTURER'S INSTALLATION

INSTRUCTIONS

THERMOSTAT - TYP

BALL VALVE

CHECK VALVE

LINE SIZE PER PLANS

CIRCUIT SOLVER AUTOMATIC

THERMOSTATIC RECIRCULATION

BALANCING VALVE

Virginia Beach, Va 23462 757·455·5800

4525 Main St., Suite 1400

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DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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1389846

RMF MKJ JLD

12783292

NO SCALE

WALL MOUNTED WATER HEATER DIAGRAM

NO SCALE

SINGLE AIR OUTLET DETAIL (CA-1)

NO SCALE

DOUBLE AIR OUTLET DETAIL (CA-2)

NO SCALE

SUMP PUMP DETAIL

NO SCALE

COMPRESSED AIR EQUIPMENT CONNECTION

NO SCALE

AIR COMPRESSOR (AC-1) PIPING DIAGRAM

NO SCALE

AIR DRYER (AD-1) PIPING DETAIL

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RECIRC PUMP DETAIL

NO SCALE

HWR BALANCING STATION DETAIL

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MH101

EXHAUST

COLLECTOR

RESTROOM

JANITOR

PRIME

MOVER /

DIFFUSER

ROOM

PRIME

MOVER /

DIFFUSER

ROOM

ENTRY

100STAIR

READY

ROOM

LCI DRIVE

(BY OTHERS)

ELECTRICAL

VALVE

ROOM

ELEV.

MACH. RM.

ACU-1

ACCU-1

UH-6

UH-7

UH-4

ACU-2

UH-3

ACCU-5

ACCU-6

8" CDWS/R.

CL = 14'-0" AFF

J6/6

1 2 3 4 5 6 7

UH-5

AHUCU-1

5" CDWS/R DN TO GEARBOX

LUBRICATION HX-4

J6/6

8"x6"

8"x10"

8X10 EA UP TO

CONTROL LEVEL

RL/RS UP TO

CONTROL LEVEL

RL/RS UP TO

CONTROL LEVEL

ACCU-2

1/2"

30x20 EA DUCT.

COVER W/ W.M.S

2 1/2" CDWS/R

2" CDWS/R DN TO

HYDRAULIC SKID HX-2

2" CDWS/R DN TO

FCOC SKID HX-3

8" CDWS/R

LCI DRIVE E-HOUSE

(BY OTHERS)

ELECTRICAL YARD FENCE

EH-1

EH-2

RL/RS UP TO

CONTROL LEVEL

1/2" NG UP TO

CONTROL LEVEL

3/4" D UP TO

CONTROL LEVEL

3/4" D

RL/RS

3/4" D

3/4" D UP TO

CONTROL LEVEL

UH-2

UH-1

5" CDWS/R

EF-3

ENCLOSURE

E100

CT-1

CWP-2 CWP-1

ET-1

AS-1

ACCU-7

1 1/4" HWS/R UP TO

CONTROL LEVEL

RL/RS UP TO

CONTROL LEVEL

ACCU-4

20"x20"

36"x28"

RS/RL UP TO

CONTROL LEVEL

3/4" D UP TO

CONTROL LEVEL

1" HWS

1" HWR

1" HWR

1" HWS

3/4" HWS/R

UP TO UH-8

3/4" HWS/R

UP TO UH-9

1" HWS/R

ACU-7

3/4" HWS/R

1" HWS/R

1" HWS/R

8" CDWS

(8" CDWR UNDER)

20"x20"

3/4" D

RL/RS

S

S

S

3/4" D UP TO

CONTROL LEVEL 2" DCW UP TO

CONTROL LEVEL

EF-6

14X6 EA DN TO 18"

AFF. COVER W/

WIRE MESH SCREEN

M

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14"x6"

ELECTRICAL

YARD FENCE

ACCU-3

MD-1

MD-2

MD-3

MD-4

MMD-8

L5

L5

L2

L3

L1

T EF-3

TEF-5

CT-1 CONTROL PANEL

GAS METER

GEARBOX LUBRICATION

SKID (BY OTHERS)

FCOC SKID

(BY OTHERS)

HYDRAULIC SKID

(BY OTHERS)

5" CDWS/R UP TO

PRIME MOVER HX-5

PRIME MOVER

(BY OTHERS)

3" CDWR

3" CDWS

GROUND LEVEL

0' - 0"

CONTROL LEVEL

21' - 2"

8" CDWS

8" CDWR

5" CDWR

5" CDWRCT-1

CWP-2

CWP-1

ET-1

5"5"

AS-1

8" CDWS

8 9

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4525 Main St., Suite 1400

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BRANCH MANAGER

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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MH101

1389846

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12783297

1/8" = 1'-0"

GROUND FLOOR PLAN

GRAPHIC SCALE(S)

# KEY NOTES

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1 EXTERIOR CONDENSER WATER PIPE TO BE ELECTRICALLY HEAT TRACED

@ 8W/LF.

2 3" CDWS/R UP TO LCI DRIVE HX-1. FINAL SIZE TBD BASED ON FINAL

EQUIPMENT SELECTION

3 8" CDWS/R. ROUTE VERTICALLY UP EXTERIOR OF BUILDING TO 15'-0" AFF.

4 16X16 RA DUCT. SEE SHEET M-401 FOR CONTINUATION.

5 14x12 SA DUCT. SEE SHEET M-401 FOR CONTINUATION.

6 PLENUM FULL SIZE OF LOUVER. BLANK OFF PLENUM AREA NOT

CONNECTED TO DUCTWORK

7 12X10 RA DUCT. SEE SHEET M-401 FOR CONTINUATION.

8 12X8 EA DUCT; TERMINATE 18" AFF. COVER W/ WIRE MESH SCREEN.

9 8X12 EA DUCT UP TO EF-4, ON ROOF.

10 1 1/4" HWS/R. SEE SHEET M-401 FOR CONTINUATION.

11 12X12 SA DUCT. SEE SHEET M-401 FOR CONTINUATION.

12 CONDENSATE DRAIN TO DRY WELL. SEE DETAIL, SHEET M-502.

13 2" DCW MAKE-UP WATER LINE TO CT-1

14 SEE M-401 FOR CONTINUATION.

15 1/2" NG. SEE CU101 FOR CONTINUATION.

1/8" = 1'-0" C3

SECTION

(FOR SHEETS MH101 AND MH102)

1 REFER TO SHEET M-001 FOR GENERAL CONSTRUCTION NOTES,

ABBREVIATIONS, LEGEND, AND CONSTRUCTION SCHEDULES

2 UNLESS OTHERWISE NOTED, RETURN GRILLES SHOWN ARE G22/22.

3 UNLESS OTHERWISE NOTED, PIPING RUNOUTS TO TERMINAL UNITS ARE 3/4".

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UP

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MH101

IT ROOM

RESTROOM

VESTIBULE

TELECOM

LUBE

PUMPS

BATTERY

BACKUP

CONTROL

ROOM

MECHANICAL

MEZZANINE

MECHANICAL

ENTRY

STAIR

VESTIBULE

EF-5

UH-8

UH-9

ACU-3

M-401

A3

ACU-6

J6/6

1 2 3 4 5 6 7

ACU-5

RL/RS DN

TO GRADE

3/4" D

RL/RS DN

TO GRADE

3/4" D DN

TO GRADE

RL/RS DN

TO GRADE

3/4" D DN

TO GRADE

10"x8"

10"x6"

10"x6"

8X10 EA DN TO

GROUND LEVEL

8X12 EA UP TO

EF-1 ON ROOF

10"x8" A8 200 A10

10"x12"

M6

M6

12"x10"

14"x12"

12"x10"

14"x12"8"ø

8"ø

16"x16"

3/4" D DN

TO GRADE

ACU-4

8"x12"

RL/RS DN

TO GRADE

12"x10"

F18/10

(TYP)

(TYP)

12"x12"

1 1/4" HWS/R DN TO

GROUND LEVEL

1 1/4" HWR

1 1/4" HWS

CO2

CO2

T

TH

H VAV-1-1

VAV-1-2

VAV-1-1

TVAV-1-33/4" HWS/R DN TO

GROUND LEVEL

S

S

S

3/4" HWS/R DN TO

GROUND LEVEL

8 9

A

M

B

CD

E

L

K

J

HG

F

MD-5

G22/22

G22/22 960L4

5" CDWS/R DN TO

GROUND FLOOR

PRIME MOVER

(BY OTHERS)

3" CWR 3" CWR

PRIME

MOVER /

DIFFUSER

ROOM

PRIME

MOVER /

DIFFUSER

ROOM

EXHAUST

COLLECTOR

ENCLOSURE

E100

READY

ROOM

VALVE

ROOM

ELECTRICAL

ELEV.

MACH. RM.

ENTRY

JANITOR

RESTROOM

STAIR

-0.43 ACH

0.07 ACH

0.07 ACH

-0.13 ACH

-0.13 ACH 0.07 ACH

MECHANICAL

MEZZANINE

210 IT ROOM

CONTROL

ROOM

VESTIBULE

RESTROOM

ENTRY

VESTIBULE

LUBE

PUMPS

BATTERY

BACKUP

TELECOM

MECHANICAL

-0.67 ACH

0.09 ACH

0.19 ACH

-0.17 ACH

0.12 ACH

0.07 ACH

0.07 ACH

Virginia Beach, Va 23462 757·455·5800

4525 Main St., Suite 1400

N A

V A

L F

A C

IL

IT

IE

S

E N

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IN

E E

R

IN

G C

O M

M A

N D

M

ID

A T

L A

N T

IC

N

A V

Y B

A S

E N

O R

F O

L K

N

O R

F O

L K

V

A

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

O R

T H

C A

R O

L

IN

A

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SEAL

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

OF

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

N O

R T

H C

A R

O L

IN

A I P

T

N40085-15-D-0068

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

U N

C L A

S S

IF

IE

D

F O

R O

F F

IC

IA

L U

S E

O N

L Y

U N

C L A

S S

IF

IE

D

F O

R O

F F

IC

IA

L U

S E

O N

L Y

F -3

V

E R

T

IC

A L L

IF

T

F A

N T

E S

T F

A C

IL

IT

Y

F L O

O R

P L A

N S

MH102

1389846

SMB SMB EES

12783298

1/8" = 1'-0"

CONTROL LEVEL PLAN

GRAPHIC SCALE(S)

# KEY NOTES

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

(SEE SHEET MH101 FOR NOTES)

(SEE SHEET MH101 FOR NOTES)

NO SCALE

GROUND FLOOR ACH PLAN

NO SCALE

CONTROL LEVEL ACH PLAN

STEVEN MICHAEL BECCIAC

O M

M O

NW

EA L TH OF V

I RG

I N

I A

P R

O F

E S S I ONA L E NG

I N E

E RLic. No. 049489

E N

D M

E N

T

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