1637041_Design Revision 1.pdf

PDF 2 MB Posted May 9, 2025

Attached to: CEP-200 and 209 Office Renovations at Naval Station Norfolk (NSN), Norfolk, Virginia
Solicitation number: Not on record
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · May 9, 2025

This document is a Design Revision (Revision 01) for the CEP-200 & CEP-209 Office Renovations project at Naval Station Norfolk, with the contract number N40085-25-R-2611. The revision includes multiple drawing updates across several disciplines, including structural, general, architectural, mechanical, electrical, and telecommunications plans. Key changes involve adding a new structural framing plan for a roof top unit support at Building CEP-200, revising phasing plans, demolition plans, roof plans, reflected ceiling plans, and updating various technical specifications.

The revision also includes modifications to specifications in multiple divisions, such as removing the firestopping section, updating modular building requirements for floor insulation and wall finishes, and specifying conduit and fiber optic requirements for temporary trailers. Additionally, there are changes to supplemental instructions to offerors, specifically replacing a reference to a design, procurement, and installation section with a new furniture, fixtures, and equipment (FF&E) package reference. The document is dated 25 April 2025 and is issued by PWD Norfolk, Facilities Engineering and Acquisition Division.

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PWD Norfolk, Facilities Engineering and Acquisition Division Form Version 2023.11.07 Page 1 of 3

Design Revision 01 eProjects Work Order Number: 1637041

Construction Contract Number: N40085-25-R-2611

Buildings: CEP 200 & CEP 209

Project Title: CEP 200 & 209 Office Renovations

Date: 25 April 2025

Design Revision Purpose

1. Response to PPIs

Drawing Revisions

The following drawings, dated 4/25/2025, are added to the list of drawings and accompany this Design Revision:

SHEET NO.

NAVFAC DRAWING NO. SHEET TITLE NO. SHEET

STRUCTURAL

8.1 SF102 12,902,313 FRAMING PLAN FOR RTU SUPPORT – BUILDING CEP 200

The following drawings are revised as of 4/25/2025, and accompany this Design Revision:

SHEET NO.

NAVFAC DRAWING NO. SHEET TITLE NO. SHEET

GENERAL

3 GI003 12,902,238 PHASING PLAN

ARCHITECTURAL

11 AD101 12,902,246 BUILDING CEP 200 - PARTIAL FLOOR PLAN - DEMOLITION

12 AD102 12,902,247 BUILDING CEP 209 - PARTIAL FLOOR PLAN - DEMOLITION

17 AE103 12,902,252 BUILDING CEP 200 ROOF PLAN - NEW

18 AE104 12,902,252 BUILDING CEP 200 ROOF PLAN - NEW

19 AE111 12,902,254 BUILDING CEP 200 – PARTIAL FLOOR PLAN REFLECTED CEILING PLAN - NEW

21 AE121 12,902,256 TRAILER GENERAL NOTES

22 AE122 12,902,257 TEMPORARY TRAILER FLOOR PLAN - NEW

23 AE123 12,902,258 ENLARGED TRAILER PLANS - NEW

MECHANICAL

46 MH101 12,902,281 PARTIAL FIRST FLOOR PLAN – DUCTWORK BLDG CEP 200

49 MI601 12,902,284 MECHANICAL SCHEDULES

ELECTRICAL

56 EL102 12,902,291 BLDG CEP 209 – PARTIAL LIGHTING PLAN – NEW WORK

57 EL501 12,902,292 LIGHTING DIAGRAMS AND DETAILS

58 EL601 12,902,293 LUMINAIRE SCHEDULE

TELECOM

72 TD102 12,902,307 BLDG CEP-209 – PARTIAL TELEOMMUNICATIONS PLAN - DEMOLITION

Form Version 2023.11.07 Page 2 of 3

Specification Revisions

The following specifications, dated 4/25/2025, are added accompany this Design Revision:

DIVISION 05 – METALS

05 52 00.00 27 – NON PENETRATING PERMANENT PERSONNEL GUARDRAIL

The following specifications, dated 4/25/2025, are revised accompany this Design Revision:

DIVISION 01 – GENERAL REQUIREMENTS

01 32 17.00 20 – COST-LOADED NETWORK ANALYSIS SCHEDULE

Noted Revisions

Drawings:

Noted Revisions are not included in sheets & specification sections that have been added or re-issued.

Please make the following modifications to the drawing set:

On NAVFAC Drawing No. - 12,902.237 (GI002) LIST OF SHEETS: In response to PPI – add sheet SF101 to drawing list of sheets.

On NAVFAC Drawing No. – 12,902,291 (EL102)

BLDG CEP-209 – PARTIAL LIGHTING PLAN – NEW WORK: Show locations of emergency lighting fixtures.

On NAVFAC Drawing No. – 12,902,292 (EL501)

Delete Lighting Schedule and Lighting Schedule Notes.

On NAVFAC Drawing No. – 12,902,293 (EL601)

Add Lighting Schedule Notes.

On NAVFAC Drawing No. – 12,902,307 (TD102)

Keynotes: Keynote 1 changed to “Disconnect existing systems furniture telecommunications connection from systems furniture. Demolish data telephone cabling back to source. Demolish associated surface raceway and conduit back to nearest upstream junction box.”

Keynote 2 changed to “Disconnect and demolish existing power pole for systems furniture and data and telephone cabling back to source.”

Keynote 3 changed to “Demolish existing surface mounted data port, data cabling, and surface mounted raceway and conduit back to source.”

Form Version 2023.11.07 Page 3 of 3

Specifications:

Noted Revisions are not included in sheets & specification sections that have been added or re-issued.

Please make the following modifications to the specifications:

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 84 00 – FIRESTOPPING: In Response to PPI – remove section 07 84 00 from specification.

DIVISION 13 – SPECIAL CONSTRUCTION

13 12 00 – MODULAR BUILDINGS, SECTION 2.4: In response to PPI - Modify Floor Insulation to say:

“SPRAY FOAM OR KRAFT BACKED INSULATION”, Modify Finish to say “Seamless resilient floor with continuous 6” base – restroom and janitor, LVT or VCT – all other rooms.”

13 12 00 – MODULAR BUILDINGS, SECTION 2.4 (EXTERIOR WALLS – MISC.): In response to PPI – modify to say: Misc: stagger panel seams- top layer gypsum is held back at mate lines possible & finished on site mud-taped-painted-LEVEL 4 interior wall finish-at factory or vinyl covered gypsum wall finish at factory & finished on site by SMM

13 12 00 – MODULAR BUILDINGS, SECTION 2.8: In response to PPI – Modify paragraph to say “Provide empty 4" conduit from Trailer Comm Room to 6" by 6" NEMA 4 J-Box mounted approximately 6 feet above finished floor of temporary trailers on outside wall of temporary building for telephone services.

Provide 4" conduit with 24 strand single-mode fiber from Trailer Comm Room to 6" by 6" NEMA 4 J-box mounted approximately 6 feet above finished floor of temporary trailers on outside wall of temporary building for NMCI network. Coordinate outside plant connection with NMCI and NCTAMS.”

00 22 13.00 20 Supplemental Instructions to Offerors Revisions

CLIN 0002

Planned Modification Bid Notes 1.3 a – Replace reference to Section 01 30 01.00 22 DESIGN, PROCUREMENT AND INSTALLATION OF FURNITURE, FIXTURES, AND EQUIPMENT with 12 00

01.00 20 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) PACKAGE.

CEP-200

CEP-209

CEP-156

CEP-198

CEP-161

CEP-178

Z-312

ADMIRAL TAUSSIG BLVD

Z-309

COLD STORAGE ROAD

ESCORT AVENUE

A AVENUE

3RD STREET

VIRGINIA AVENUE

2ND STREET

PHASE I

PHASE II

PHASE III

PHASE IV

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

GI003

P-

ALP

12,902,238

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

G I0

SCALE: 1" = 10'-0"A1 PHASING PLAN

PHASE DESCRIPTIONS

PHASE I

TRAILER SITE IMPROVEMENTS AND

DELIVERY/INSTALLATION OF TEMPORARY TRAILERS

INSTALLATION OF 2 CONNEX BOXES FOR CUSTOMER

USE. (COMMAND TO INDICATE LOCATION)

PHASE II

CEP-209 OFFICE RENOVATION (ROOM 120)

PHASE III

CEP-200 OFFICE RENOVATION (ROOM D16) &

CEP-209 OFFICE RENOVATION (ROOM D13)

PHASE IV

REMOVAL OF TEMPORARY TRAILERS AND SITE

RESTORATION

GENERAL SHEET NOTES

A THE BUILDING WILL REMAIN OCCUPIED AT ALL PHASES OF CONSTRUCTION.

PROVIDE TEMPORARY DUSTPROOF BARRIERS BETWEEN CONSTRUCTION

AREA AND ADJACENT OCCUPIED AREAS. CONDUCT SELECTIVE DEMOLITION

TO MINIMIZE DISRUPTION OF THE BUILDING OPERATIONS.

B PERFORM SELECTIVE DEMOLITION IN A MANNER AND USING EQUIPMENT THAT

WILL MINIMIZE NOISE AND VIBRATIONS IN THE EXISTING BUILDING, INCLUDING

BUT NOT LIMITED TO PROPER SHORING AND SEPARATION.

C COORDINATE ANY TEMPORARY DISRUPTIONS IN SERVICE WITH CONTRACTING

OFFICER. ALL UTILITY OUTAGES EFFECTING THE OCCUPIED PORTIONS OF THE

EXISTING BUILDING MUST BE PLANNED AND EXECUTED AFTER NORMAL

BUSINESS HOURS.

D MAINTAIN BUILDING OCCUPANT LIFE SAFETY PER NFPA 101 AT ALL TIMES.

PROVIDE CODE COMPLIANT LIFE SAFETY EGRESS PATHWAYS. THESE

PATHWAYS MUST BE KEPT CLEAR AND FREE OF DEBRIS AT ALL TIMES.

E PROVIDE TEMPORARY ENCLOSURES AS REQUIRED TO MAINTAIN THE EXISTING

BUILDING IN A WEATHERTITE CONDITION. PRIOR TO BEGINNING WORK,

PROTECT ALL WALLS, CEILINGS, FLOORS AND OHER EXISTING FINISH WORK

TO REMAIN.

F UNLESS OTHERWISDE NOTED, FURNITURE AND FIXTURES THAT THE

COMMAND WISHES TO KEEP WILL BE REMOVED BY THE COMMAND PRIOR TO

THE START OF EACH PHASE. COORDINATE SCHEDULING OF PHASING AND

PREPATION WITH THE CONTRACTING OFFICER. PERSONNEL WILL REMOVE

ALL PERSONAL ITEMS AND ELECTRONICS FROM WORK STATIONS.

G DEVELOP AND SUBMIT A DETAILED CONSTRUCTION PHASING PLAN FOR

REVIEW AND APPROVAL PER SPECIFICATION 01 14 00 – WORK RESTRICTIONS.

THE PLAN MUST ADDRESS HAZMAT ABATEMENT, DEMOLITION AND NEW WORK.

IDENTIFY LIFE SAFETY EGRESS PATHWAYS, OCCUPANT & CONTRACTOR

ENTRANCES AND EXITS, DEVELOP AND SUBMIT A “WORK AREA SCHEDULE” AS

PART OF, OR AS AN APPENDIX, TO THE PHASING PLAN.

H ALL WORK PERTINENT TO A SPECIFIC PHASE MUST BE COMPLETED PRIOR TO

COMMENCING WORK ON THE NEXT PHASE.

I AIR DISTRIBUTION SYSTEMS SERVING THE SEPARATED PHASES MUST BE KEPT

SEPARATE AT ALL TIMES TO PREVENT THE MIGRATION OF HAZMAT, DUST, AND

DEBRIS TO UN-RENOVATED SPACES.

J REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.

K REFER TO CIVIL, GEOTECHNICAL, STRUCTURAL, ARCHITECTURAL, FIRE

PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATION DRAWINGS FOR ADDITIONAL PHASING INFORMATION.

NORTH

S C

I O N

4/2 5/2

7 8 9

R S

4' - 2 3/8"

- 0

1/ 2"

- 7

1/ 2"

24H9

W16x26 W16x26

W x

24H9 24H9

24H6

± 4 1'-

36' - 0" 36' - 0"

SF102

OPENING OPENING

3/16

3/16TYP

(E) W24 x 62

(E ) 2

4H 6 J

(E ) 2

4H 9 J

(E ) 2

4H 9 J

5' - 4"

SF102

REFER TO PLAN FOR SPAN

5' - 4"

(E) = EXISTING

L4 x

4 x 1/

L4 x

4 x 1/

L4 x

4 x 1/

L4 x

4 x 1/

L4 x 4 x 1/4 L4 x 4 x 1/4

4"SQ.x1/4" SHEAR TAB

SF102

3/16 3TYP L TO L

L4 x 4 x 1/4 L4 x 4 x 1/4

S R

(E) 24H9 JOIST

L4x4x1/4 FRAME

AROUND OPENINGS, TYPICAL

(E) 1-1/2 " DEEP 22 GA.

STEEL ROOF DECK

L5x5x5/16x0'-5" LONG END OF L4x4x1/4, TYPICAL

NOTE:

COORDINATE LOCATIONS OF

ALL OPENINGS WITH OTHER

TRADES.

10' - 8"

5' - 4"

3' - 10"

1' - 6 1/2"1' - 4 3/4" 8"

(E) 24H6 JOIST

L5x5x5/16x0'-10" LONG

W24x62 BEAM LINE

NOT SHOWN FOR CLARITY

RTU

LOAD

JOIST BOTTOM

CHORD

JOIST TOP

CHORD

NOTE 'A & B'

NOTES:

A. WHERE CONCENTRATED RTU LOADS ARE APPLIED TO TOP

CHORDS BETWEEN PANEL POINTS, REINFORCE JOIST WITH

DOUBLE ANGLES 2x2x1/4 AS INDICATED.

B. THIS DETAIL OCCURS WHERE APPLIED RTU LOADS EXCEED

50 POUNDS, BUT LIMITED TO 300 POUNDS MAXIMUM.

3/16 1

3/16 1 FS NS

EACH

END, TYPICAL

(E) STEEL JOIST

1/2" MAX.

3/16 3

L4X4X1/44" SQ. X 1/4"

SHEAR TAB

3/16 1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1- S-

_b im al .s hr es th a.

rv t

SF102

G S

-2

B O

E R

O N

N F

O R

S U

R T

DSG

12,902,313

BSH BSH

5/6/24

SLG

1637041

N/A

N O

, V

O N

N O

J. MILLER, P.E.

J. M. SMITH, RA

T D

C C

O R

NAVSEA

SCALE: 1/8" = 1'-0"C1 ROOF FRAMING PLAN FOR ADDED ROOF TOP UNIT

PLAN

NORTH

1" = 1' - 0" 0 6" 1' 3'2'

3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

BUILDING CEP-200

D16

AREA OF WORK

SCALE: 1" = 1'-0"

SF102 A1 ENLARGED FRAMING AT RTU OPENING (8.A - 7.C) (ROTATED 90 DEGREE FROM PLAN)

SCALE: 3/4" = 1'-0"

SF102 A3 RTU SUPPORT FRAMING SECTION

1. NEW FRAMING MEMBERS AND DIMENSIONS SHOWN ARE BASED ON RTU TRANE

WHC -060. IF DIFFERENT UNIT IS SELECTED, CONTRACTOR WILL NEED TO

ADJUST FRAMING TO FIT APPPROVED EQUAL RTU.

2. RTU AND CURB SHALL NOT EXCEED 1000 POUNDS.

3. CUT AND REMOVE EXISTING ROOF DECK AFTER RTU FRAMING IS INSTALLED,

IMMEDIATELY PRIOR TO INSTALLING EQUIPMENT. CUT OPENING FOR DUCT

PENETRATIONS ONLY.

4. COORDINATE ALL CURB AND FRAMING AROUND PACKAGED ROOF TOP UNITS

WITH MANUFACTURER TO INSURE PROPER CLEARANCES FOR DUCT OPENINGS.

5. SEE JOIST LOAD STRUT DETAIL BETWEEN PANEL POINT BELOW :

SCALE: 1" = 1'-0"B5 JOIST LOAD STRUT

SCALE: 3/4" = 1'-0"

SF102 B3 ANGLE TO JOIST SHEAR TAB CONNECTION

4/2 5/2

ABBREVIATIONS:

(E) EXISTING

TYP TYPICAL

SQ SQUARE

MAX MAXIMUM

FS FAR SIDE

NS NEAR SIDE

RTU ROOF TOP UNIT

S SUPPLY

R RETURN

L ANGLE

7 8 9

OFFICE

D16A

OPEN OFFICE

D16

OFFICE

D16B

2 3 5

4 3 5

2 3 5

TYP

'-0

5/ 8"

14'-3 5/8"

56'-6 3/8"

'-4

3/ 8"

9'-10 3/4"

'-5

31'-6 1/4"

'-1

'-5

3'-

36'-0 1/2" 20'-5 7/8"

10'-2"

'-8

OUTSIDE OF ARCHITECTURAL SCOPE

6'- 2"

'-3 1/

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AD101

P-

-2

O O

ALP

12,902,246

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

BLDG CEP-200 - PARTIAL FLOOR PLAN - DEMOLITIONB1

PLAN

NORTH

BUILDING CEP-200

D16

AREA OF WORK

GENERAL SHEET NOTES

KEYNOTES#

1 DEMOLISH EXISTING WALL COMPLETE (+/- 52 LINEAR FEET OF WALL IN OFFICE

D16)

2 DEMOLISH EXISTING MULTI-LAYER (CARPET AND ACT) FLOORING ALL THE WAY

DOWN TO EXISTING CONCRETE SUBFLOOR. PREPARE FLOOR TO RECEIVE

NEW FINISH. PROVIDE SELF LEVELING COMPOUND IF NECESSARY TO ACHIEVE

A FLAT SURFACE. REFER TO SPECIFICATION 09 65 00 FOR MORE INFORMATION

ABOUT REQUIRED FLOOR PREPARATION. (+/-1,800 SF TOTAL IN OFFICE D16)

3 DEMOLISH RESILIENT WALLBASE (+/- 309 LINEAR FEET IN RM D16)

4 DEMOLISH VCT FLOORING ALL THE WAY DOWN TO EXISTING SUBFLOOR.

PROVIDE SELF LEVELING COMPOUND IF NECESSARY TO ACHIEVE A FLAT

SURFACE. REFER TO SPECIFICATION 09 65 00 FOR MORE INFORMATION

ABOUT REQUIRED FLOOR PREPARATION. (+/-155 SF TOTAL IN OFFICE D16)

5 ALL SYSTEMS FURNITURE IN ROOM D16 TO BE RELOCATED. CONTRACTOR IS

TO DISSASSEMBLE SYSTEMS FURNITURE AND RE-ASSEMBLE IN AN

ALTERNATIVE LOCATION AS INDICATED BY THE CONTRACTING OFFICER.

6 PATCH AND REPAIR ALL EXISTING TO REMAIN WALLS. REFER TO ELECTRICAL

DEMOLITION PLAN FOR MORE INFORMATION REGARDING DEMOLITION THAT

WILL EFFECT WALLS. PREPARE WALLS FOR NEW FINISH. REFER TO FINISH

SCHEDULE.

7 DEMOLISH EXISTING DOOR AND FRAME COMPLETE.

8 EXISTING DOOR TO REMAIN. PROTECT DURING DEMOLITION.

9 ASBESTOS TESTING INDICATES ASBESTOS IS PRESENT - REFER TO

ABATEMENT PLAN ON HM101

10 DEMOLISH PORTION OF EXISTING WALL TO ALLOW FOR NEW 4'-0" W X 6'-8"

CASED OPENING. (+/- 20 SF TOTAL IN OFFICE D16)

A A REFER TO SHEET A-001 FOR ADDITIONAL GENERAL ARCHITECTURAL NOTES

B THE WORK INCLUDES THE DEMOLITION AND REMOVAL OF ALL CONSTRUCTION

INDICATED, NOTED, OR NECESSARY TO ACCOMPLISH THE WORK AS

INDICATED OR SPECIFIED. IT IS THE GENERAL INTENT OF THE DEMOLITION

WORK TO COMPLETELY REMOVE ALL ITEMS OF EXISTING CONSTRUCTION,

WHERE NOTED OR INDICATED IN THE DRAWINGS, INCLUDING, BUT NOT

LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS, RODS, HANGERS, AND

SUPPORTS COMPLETE.

C EXISTING DIMENSIONS ARE BASED ON EXISTING DRAWINGS AND FIELD WORK.

VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOPR TO

PERFORMING ANY WORK. BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER PRIOR TO PERFORMING ANY WORK.

D ALL INTERIOR FINISHED SURFACES WHICH ARE DAMAGED WHILE PERFORMING

WORK UNDER THIS CONTRACT MUST BE PATCHED AND/OR REPLACED AND

FINISHED TO MATCH ADJACENT AREAS AT NO COST TO THE GOVERNMENT.

E DEMOLITION OF CIVIL, STRUCTURAL, FIRE PROTECTION, PLUMBING,

MECHANICAL, ELECTRICAL, AND TELECOMMUNICATION ITEMS INDICATED ON

THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL

NECESSARY DEMOLITION WORK FOR THESE ITEMS. REFER TO CIVIL,

STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATION DRAWINGS FOR ADDITIONAL INFORMATION.

F DEMOLITION PLANS, INCLUDING EQUIPMENT SHOWN, IS A VISUAL

REPRESENTATION OF THE CONDITION OF THE BUILDING AT THE TIME FIELD

WORK WAS CONDUCTED.

G REPAIR ALL DAMAGED CONCRETE SURFACES TO MATCH EXISTING ADJACENT

CONSTRUCTION.

H REMOVE AND SALVAGE ALL SIGNAGE AS REQUIRED FOR RENOVATION,

UNLESS OTHERWISE NOTED. REINSTALL EXISTING SIGNAGE IN ORIGINAL

LOCATION, UNLESS OTHERWISE NOTED. ALL DAMAGED SIGNAGE MUST BE

REPLACED IN KIND.

I REFER TO HAZARDOUS MATERIALS ABATEMENT PLAN ON HM-101.

J REFER TO PHASING PLAN ON GI003 - OFFICE D16 TO BE RENOVATED IN PHASE

III.

K CONTRACTOR IS TO PATCH AND REPAIR ALL WALLS.

(THIS SHEET ONLY)

ROOM D16 RENOVATION IS PHASE III

KEY PLAN

S C

I O N

4/2 5/2

B.1

C.2

E.1

E.2

F.1

H.1

H.2

J.1

654.143.132.12

C.1

OFFICES

D13

OFFICES

LAN ROOM

1 2

TYP

1 2

'-4

1/ 4"

25'-10 1/8" ±

35'-10 5/8" ±

10'-0 1/2" ±

'-4

3/ 4"

'-7

1/ 4"

'-0 1/

2'- 4 1

/2"

1690 SF

4827 SF

'-0

1/ 2"

'-7

1/ 2"

3'-

3 1 /4"

9'-9 3/8" ±16'-4" ±

24'-9 1/8" ± 46'-10 1/2" ±

10'-9" ± 40'-4" ± 21'-7 3/4" ± 7'-9 1/2" ±

'-5

1/ 4"

'-8 1/

8'-1" ±

'-4

1/ 8"

'-6

5'-

'-6 1/

'-4

1/ 8"

'-4 1/

'-5

3/ 8"

'-1 0 3

/4"

OUTSIDE OF ARCHITECTURAL SCOPE

OUTSIDE OF

ARCHITECTURAL SCOPE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AD102

P-

-2

O O

ALP

12,902,247

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

BLDG CEP-209 - PARTIAL FLOOR PLAN - DEMOLITIONA1

PLAN

NORTH

BUILDING CEP-209

D13

AREA OF

WORK

GENERAL SHEET NOTES

KEY PLAN

KEYNOTES#

A REFER TO SHEET A-001 FOR ADDITIONAL GENERAL ARCHITECTURAL NOTES

B THE WORK INCLUDES THE DEMOLITION AND REMOVAL OF ALL CONSTRUCTION

INDICATED, NOTED, OR NECESSARY TO ACCOMPLISH THE WORK AS

INDICATED OR SPECIFIED. IT IS THE GENERAL INTENT OF THE DEMOLITION

WORK TO COMPLETELY REMOVE ALL ITEMS OF EXISTING CONSTRUCTION,

WHERE NOTED OR INDICATED IN THE DRAWINGS, INCLUDING, BUT NOT

LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS, RODS, HANGERS, AND

SUPPORTS COMPLETE.

C EXISTING DIMENSIONS ARE BASED ON EXISTING DRAWINGS AND FIELD WORK.

VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOPR TO

PERFORMING ANY WORK. BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER PRIOR TO PERFORMING ANY WORK.

D ALL INTERIOR FINISHED SURFACES WHICH ARE DAMAGED WHILE PERFORMING

WORK UNDER THIS CONTRACT MUST BE PATCHED AND/OR REPLACED AND

FINISHED TO MATCH ADJACENT AREAS AT NO COST TO THE GOVERNMENT.

E DEMOLITION OF CIVIL, STRUCTURAL, FIRE PROTECTION, PLUMBING,

MECHANICAL, ELECTRICAL, AND TELECOMMUNICATION ITEMS INDICATED ON

THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL

NECESSARY DEMOLITION WORK FOR THESE ITEMS. REFER TO CIVIL,

STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATION DRAWINGS FOR ADDITIONAL INFORMATION.

F DEMOLITION PLANS, INCLUDING EQUIPMENT SHOWN, IS A VISUAL

REPRESENTATION OF THE CONDITION OF THE BUILDING AT THE TIME FIELD

WORK WAS CONDUCTED.

G REPAIR ALL DAMAGED CMU AND CONCRETE FOUNDATION SURFACES TO

MATCH EXISTING ADJACENT CONSTRUCTION. REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

H REMOVE AND SALVAGE ALL SIGNAGE AS REQUIRED FOR RENOVATION,

UNLESS OTHERWISE NOTED. REINSTALL EXISTING SIGNAGE IN ORIGINAL

LOCATION, UNLESS OTHERWISE NOTED. ALL DAMAGED SIGNAGE MUST BE

REPLACED IN KIND.

I REFER TO PHASING PLAN ON GI003. ROOM 120 RENOVATION TO BE

COMPLETED DURING PHASE II. ROOM D13 RENOVATION TO BE COMPLETED

DURING PHASE IV.

J CONTRACTOR IS TO PATCH AND REPAIR ALL WALLS.

(THIS SHEET ONLY)

1 DEMOLISH EXISTING VCT FLOORING ALL THE WAY DOWN TO EXISTING

CONCRETE SUBFLOOR. PREPARE SUBFLOOR TO RECEIVE NEW FLOORING.

PROVIDE SELF LEVELING COMPOUND IF NECESSARY TO ACHIEVE A FLAT

SURFACE. REFER TO SPECIFICATION SECTION 09 65 00 FOR MORE

INFORMATION ABOUT FLOOR PREPARATION. (+/-6,517 SF TOTAL IN BLDG

CEP-209)

2 REMOVE RESILIENT WALLBASE (+/- 627 SF IN BUILDING CEP-209)

3 REMOVE AND DISPOSE OF ALL SYSTEMS FURNITURE COMPLETE

4 PROTECT EXISTING SERVER RACK DURING CONSTRUCTION, REFER TO

ELECTRICAL DRAWINGS

5 REFER TO ELECTRICAL DRAWINGS REGARDING PROTECTION OF CABLES AND

EQUIPMENT DURING DEMOLITION. ALL FINISHES IN LAN ROOM ARE TO

REMAIN. NO NEW ARCHITECTURAL WORK IN LAN ROOM.

6 PATCH AND REPAIR ALL EXISTING TO REMAIN WALLS. REFER TO ELECTRICAL

DEMOLITION PLAN FOR MORE INFORMATION REGARDING DEMOLITION THAT

WILL EFFECT WALLS. PREPARE WALLS FOR NEW FINISH. REFER TO FINISH

SCHEDULE.

7 DOOR TO REMAIN, PROTECT DURING DEMOLITION

8 DEMOLISH PORTION OF CMU/GYPSUM WALL AS NECESSARY TO ALLOW FOR

PLUMBING TIE IN, REFER TO PLUMBING DRAWINGS FOR PLUMBING LINE

PLACEMENT

ROOM 120 RENOVATION IS PHASE II

ROOM D13 RENOVATION IS PHASE III

S C

I O N

4/2 5/2

OUTSIDE OF ARCHITECTURAL SCOPE

7 8 9

E 1/2

":1 2"

± 3 '-1

1 3 /8"

± 7 '-0

1/ 2"

10'-0"

EQ EQ

± 4'-2 3/8"

4" 4"

NEW ROOF CURB, ROOF CURB TO BE SUPPLIED BY AHU MANUFACURER.

SYSTEM TO BE COMPATIBLE WITH SELECTED AHU.

NEW COUNTER FLASHING FASTENED AT 18" OC.

NEW COVER BOARD, FULLY ADHERED.

NEW RIGID INSULATION,

FULLY ADHERED.

NEW MODIFIED BITUMEN ROOFING

SYSTEM WITH GRANULAR SURFACE.

EXISTING METAL ROOF DECK TO REMAIN.

NEW CANT STRIP.

NEW EXTENDED PLIES ABOVE HEAD OF CANT AND SECURE.

NEW METAL CLAD FLASHING.

NEW GLASS MAT SHEATHING,

MECHANICALLY FASTENED.

EXISTING ROOFING MATERIAL

TO REMAIN

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE103

P-

R O

O F

ALP

12,902,252

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

GENERAL SHEET NOTES

KEY PLAN

KEYNOTES# (THIS SHEET ONLY)

A REFER TO SHEET GI003 FOR PHASING PLAN.

B REFER TO SHEET A-001 FOR GENERAL ARCHITECTURAL SHEET NOTES.

C REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

BLDG CEP-200 - PARTIAL ROOF PLAN - NEW WORKC1

1 EXISTING MODIFIED BITUMEN ROOF - TOP OF ROOF ABOVE PROJECT SPACE IS

± 19'-4" AFF.

2 EXISTING PARAPET WALL

3 CONTRACTOR TO INSTALL NEW MECHANICAL UNIT ROOF CURB AND NEW

MECHANICAL UNIT. NEW OPENING IN ROOF IS REQUIRED. REFER TO

MECHANICAL AND STRUCTURAL DRAWINGS. REFER TO EQUIPMENT CURB

DETAIL A3/AE103

4 CONTRACTOR TO PROVIDE DEMOUNTABLE RAILING SYSTEM THAT IS IN

ACCORDANCE WITH EMC 304.11 AND OSHA CFR 1926.502.

S C

I O N

4/2 5/2

SCALE: 3" = 1'-0"A3 EQUIPMENT CURB DETAIL

PROJECT AREA

CEP 200 KEYPLAN

SCALE: 12" = 1'-0"A1 CEP200 ROOF IMAGE

STAIR ACCESS TO ROOF

PROJECT AREA

A.2

B.1

C.2

E.1

E.2

F.1

H.1

H.2

J.1

654.143.132.12

A.1

C.1

UPPER ROOF

LOWER ROOF

E 1/2

":1 2"

E 1/2

":1 2"

E 1/2

":1 2"

E 1/2

":1 2"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE104

P-

R O

O F

ALP

12,902,253

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

SCALE: 3/32" = 1'-0"A1 BLDG CEP209 - OVERALL ROOF PLAN

A REFER TO SHEET GI003 FOR PHASING PLAN.

B REFER TO SHEET A-001 FOR GENERAL ARCHITECTURAL SHEET NOTES.

C REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

1 UPPER ROOF OUTSIDE OF SCOPE OF WORK

2 MINI SPLIT CONDENSER UNIT - REFER TO MECHANICAL DRAWINGS FOR ROOF

MOUNTING DETAILS

3 EXISTING MODIFIED BITUMEN ROOF - TOP OF ROOF IS ± 24'-0" AFF

4 EXISTING ROOF HATCH

(THIS SHEET ONLY)

S C

I O N

4/2 5/2

SCALE: 1" = 1'-0"A4 BLDG CEP 209 - EXISTING ROOF PHOTOS

VIEW FROM UPPER ROOF TO LOWER ROOF - TOWARDS

EXISTING ROOF HATCH

VIEW FROM UPPER ROOF - INTERSECTION OF LOWER AND UPPER ROOF

GENERAL SHEET NOTES

KEYNOTES

NEW REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

2' - 0" X 2' - 0" NEW ACOUSTICAL CEILING TILE

2' - 0" X 2' - 0" NEW LIGHT FIXTURE - REFER TO

ELECTRICAL DRAWINGS

NEW SUPPLY DIFFUSER. REFER TO MECHANICAL

DRAWINGS.

NEW CEILING RETURN OR EXHAUST. REFER TO

MECHANICAL DRAWINGS.

AREA NOT IN CONTRACT

NEW EXIT SIGNS. REFER TO ELECTRICAL DRAWINGS.

NEW OCCUPANCY SENSOR. REFER TO ELECTRICAL

DRAWINGS.

FINISHED CEILING HEIGHT ABOVE FINISHED FLOORX'-X" A.F.F.

NEW SPEAKER. REFER TO ELECTRICAL DRAWINGS.S

7 8 9

A.F.F.9' - 11"

1 2 3

OS OS OS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE111

P-

O O

N -N

ALP

12,902,254

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

GENERAL SHEET NOTES

KEY PLAN

KEYNOTES#

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

BLDG CEP200 - PARTIAL REFLECTED CEILING PLAN - NEWB1

PLAN

NORTH

BUILDING CEP-200

D16

AREA OF WORK

A UNLESS OTHERWISE NOTED, CEILING TILE MUST BE CENTERED IN EACH

ROOM, IN ACCORDANCE WITH THE LAYOUTS SHOWN.

B MAKE ADJUSTMENTS NECESSARY TO ELIMINATE SMALL OR ODD PIECES OF

CEILING TILE

C REFER TO FIRE PROTECTION, MECHANCIAL AND ELECTRICAL DRAWINGS FOR

LIGHT FIXTURES, EXIT LIGHT LOCATIONS, AIR DIFFUSERS, EXHAUST FANS,

ETC.

D WHERE TILES ARE CUT, COPE AND FINISH EDGES TO MATCH UNCUT TILE.

E CENTER ALL LIGHTS, DIFFUSERS, FIXTURES, SPRINKLER HEADS ETC IN

CEILING TILES UNLESS OTHERWISE NOTED.

F DAMP CLEAN AND HAND DRY ALL FIXTURES AND LAMPS JUST PRIOR TO FINAL

INSPECTION.

(THIS SHEET ONLY)

1 NEW ACOUSTIC CEILING TILE AND SUPPORTING GRID SYSTEM (± 1,955 SF IN

BLDG CEP 200)

2 REFER TO MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION

3 NEW LIGHTING AND AIR TERMINAL DEVICES, REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS

4 PROVIDE EXTRUDED ALUMINUM TRIM PIECE AT PERIMETER OF CEILING GRID -

AT INTERSECTION OF WALL AND CEILING (±225 LF ALUMINUM TRIM ANGLE 1" X

1 1/2")

S C

I O N

4/2 5/2

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE121

P-

N O

ALP

12,902,256

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A

PROFESSIONAL STRUCTURAL/GEOTECHNICAL ENGINEER, WHO WILL

CONFER WITH THE SELECTED TRAILER MANUFACTURER TO DESIGN A

FOUNDATION AND TIE-DOWN SYSTEM FOR EACH TRAILER. THE

SELECTED ENGINEER SHALL POSSESS A VALID LICENSE TO PRACTICE

IN THE COMMONWEALTH OF VIRGINIA, AND SHALL HAVE A MINIMUM OF 5

YEARS' EXPERIENCE DESIGNING FOUNDATIONS IN COASTAL VIRGINIA.

THE SELECTED ENGINEER SHALL PROVIDE A STAMPED/SEALED

FOUNDATION DESIGN CONSISTING OF LOAD CALCULATIONS AND

PERTINENT DRAWINGS AND/OR SKETCHES TO THE CONTRACTING

OFFICER FOR REVIEW AND APPROVAL. GOVERNMENT APPROVAL OF

THE CONTRACTOR'S FOUNDATION DESIGN IS REQUIRED PRIOR TO

INSTALLING THE PROPOSED FOUNDATION SYSTEM.

2. ALL TRAILERS/FOUNDATIONS WILL BE DESIGNED ASSUMING AN

OCCUPANCY/RISK CATEGORY OF II.

3. TRAILER FOUNDATIONS SHALL BE DESIGNED USING THE FOLLOWING

PARAMETERS:

a. BEARING CAPACITY OF EXISTING SOILS MAY NOT EXCEED AN

ALLOWABLE BEARING PRESSURE OF 1,500 PSF.

b. FACTOR OF SAFETY AGAINST SLIDING: 2.0.

c. FACTOR OF SAFETY AGAINST OVERTURNING: 2.0.

4. LOADS TO BE USED FOR BEARING CAPACITY DESIGN OF ALL

FOUNDATIONS ARE AS FOLLOWS:

DEAD LOAD - FURNISHED TRAILER (UON BY TRAILER MFR) -----------50 PSF

FLOOR LIVE LOAD (OFFICE/CLASSROOM DESIGNATION) ---------------50 PSF

ROOF LIVE LOAD -------------------------------------------------------------------------20 PSF

SNOW DESIGN CRITERIA: GROUND SNOW LOAD (PG) ---------------------------

---------------------------------------------------------------------------------(ASCE 7-16) 10 PSF ---------------------------------------------------------------------------------- (ASCE 22) 36 PSF

SNOW EXPOSURE FACTOR (CE) -------------------------------------------------------1.0

SNOW LOAD IMPORTANCE FACTOR (IS) -------------------------------------------1.0

5. LOADS TO BE USED FOR SLIDING, UPLIFT AND OVERTURNING

CAPACITY OF ALL FOUNDATIONS ARE AS FOLLOWS:

DEAD LOAD - UNFURNISHED TRAILER (UON BY TRAILER MFR)--------30 PSF

WIND DESIGN CRITERIA (PER ASCE 7-16 OR 22):

BASIC WIND SPEED (VULT) ------------------------------------------------------119 MPH

BASIC WIND SPEED (VASD) ---------------------------------------------------- 92.2 MPH

WIND LOAD IMPORTANCE FACTOR (IW) --------------------------------------------1.0

WIND EXPOSURE CATEGORY ------------------------------------------------------------C

ENCLOSURE CLASSIFICATION -----------------N/A FOR FOUNDATION DESIGN

IN ADDITIONAL TO THE APPLICATION OF HORIZONTAL WIND PRESSURES

ACTING ON THE SIDE OF ANY GIVEN TRAILER, WIND UPLIFT PRESSURES

MUST ALSO BE APPLIED TO THE ENTIRE BOTTOM SURFACE OF EACH

TRAILER USING A RATIONAL METHODOLOGY, IN THE SAME FASHION

THAT UPLIFT WOULD BE APPLIED TO EITHER A STAND-ALONE OPEN

CANOPY STRUCTURE, OR TO A FREESTANDING TANK OR PIECE OF

EQUIPMENT.

6. IN ORDER TO MINIMIZE THE AMOUNT OF GROUND

DISTURBANCE/EXCAVATION ASSOCIATED WITH THIS PROJECT, THE USE

OF EXCAVATED FOOTINGS OR CAST-IN-PLACE CONCRETE FOOTINGS IS

PROHIBITED. ALL FOUNDATIONS MUST CONSIST OF EITHER PRECAST

CONCRETE ELEMENTS, MASONRY PIERS, SLAB ON GRADE OR LIFTED

CONCRETE STEM WALL FOUNDATION, HOT-DIP-GALVANIZED STEEL

CRIBBING, OR MFR'S PROPRIETARY FOUNDATION SYSTEM INSTALLED

DIRECTLY UPON EXISTING GRADE.

7. MANUFACTURER'S LITERATURE REGARDING THE PULLOUT

CAPACITY/STRENGTH OF ANY TIE-DOWN ANCHORS PROPOSED FOR USE

ON THIS PROJECT MUST BE SUPPORTED BY THE RESULTS OF

MANUFACTURER FIELD TESTING WHICH INDICATES PROVEN STRENGTH

CAPABILITIES UNDER SIMILAR LOADING CONDITIONS, AND IN SIMILAR

SOIL CONDITIONS, AS THOSE PRESENT HEREIN; OR SHALL OTHERWISE

BE BASED UPON THE SUCCESSFUL TESTING OF SIMILAR/IDENTICAL SOIL

ANCHORAGE SYSTEMS WHERE SUCH TEST RESULTS HAVE BEEN

PUBLISHED IN A REPUTABLE COMMERCIAL ENGINEERING JOURNAL, OR

GOVERNMENT OR UNIVERSITY PUBLICATION. UNTESTED, UNPROVEN

SYSTEMS WILL NOT BE ACCEPTED.

GENERAL STRUCTURAL NOTES GENERAL MECHANICAL NOTES

1. ALL PLUMBING WORK SHALL BE ACCOMPLISHED IN ACCORDANCE

WITH THE INTERNATIONAL PLUMBING CODE 2009 EDITION.

2. ALL MECHANICAL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE

WITH THE INTERNATIONAL MECHANICAL CODE 2009 EDITION AND THE

LATEST ASHRAE 62.1.

3. PROVIDE A COMPLETE AND OPERABLE AIR CONDITIONING/ HEATING

SYSTEM WITH SUPPLY/RETURN DUCTWORK, CEILING DEVICES, AND

THERMOSTATS. DO NOT RETURN AIR FROM ROOMS BEING EXHAUSTED.

PROVIDE EXHAUST FOR KITCHENS RESTROOMS AND JANITORS CLOSET.

4. PROVIDE DEDICATED A/C UNIT FOR NMCI CLOSET AND SERVER

ROOMS.

5. DOMESTIC COLD WATER AND HOT WATER PIPING SHALL BE EITHER

CPVC PLASTIC PIPE OR COPPER TYPE "L" PROVIDE WITH 1" FIBERGLASS

INSULATION WITH ALL SERVICE JACKET. SUPPORT PIPING FROM

STRUCTURE WITH MANUFACUURED TYPE HANGERS AND INSULATION

SHIELDS.

6. BUILDING WASTE, VENT AND DRAIN PIPING SHALL BE DWV SCHEDULE

40 PLASTIC PIPING. SUPPORT PIPING FROM STRUCTURE WITH

MANUFACTURED TYPE HANGERS.

7. PROVIDE A/C UNITS WITH DUCTED RETURNS IN SERVER ROOMS.

8. BUILDING WASTE MAINS MUST BE A MINIMUM OF 4" AND BE

PROVIDED WITH LONG RADIUS ELBOWS. URINALS AND WATER

CLOSETS MUST BE COMMERCIAL GRADE FLUSH VALVE TYPE. FLUSH

TANKS ARE NOT PERMITTED.

9. PROVIDE PLACARD ABOVE EACH THERMOSTAT LABELLING ITS

CORRESPONDING HVAC UNIT.

GENERAL SIGNAGE NOTES

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

BEFORE PROCEEDING.

2. THE CONTRACTOR IS RESPONSIBLE FOR SITE VERIFICATION PRIOR

TO ORDERING AND INSTALLATION OF ALL ITEMS DESCRIBED ON THE

PLANS AND IN THE SPECIFICATIONS AND ANY ADDITIONAL HARDWARE

OR SIMILAR ITEMS TO COMPLETE INSTALLATION OF SIGNAGE.

3. THE WORK SHALL CONFORM TO ALL APPLICABLE CODES AND

REGULATIONS.

4. WORK SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR

A COMPLETE AND FINISHED INSTALLATION READY FOR THE INTENDED

USE.

5. TYPICAL SIGNAGE IS BASED ON "ESSENTIALS" SIGNAGE FROM 2/90

SIGN SYSTEMS. FINISHES ARE LISTED ON IN601.

6. ALL SIGN TYPES SHALL MEET AMERICANS WITH DISABILITIES ACT

(ADA) REQUIREMENTS.

7. SIGN MOUNTING INFORMATION IS SHOWN ON AG601.

8. USE D-SCREW MOUNTING METHOD ON SIGNS MOUNTED ON WALLS.

USE PRESSURE SENSITIVE TAPE ON SIGNS MOUNTED ON DOORS.

GENERAL SHEET NOTES

1. CONTRACTOR TO MAKE ALL UTILITY CONNECTIONS INCLUDING:

WATER, SANITARY, ELECTRICAL AND TELEPHONE- COORDINATE WITH

SITE PLAN.

2. CONTRACTOR TO INCLUDE TRAILER ANCHORING, SKIRTING, RAISED

WALKWAY BETWEEN TRAILERS, STEP ASSEMBLIES AND IBC COMPLIANT

RAMP SYSTEM.

3. NOT USED.

4. THE PLANS SHOWN ON THIS SHEET ARE FOR DIAGRAMMATIC

ILLUSTRATION REFLECTING THE PROGRAM FOR DESIGN. SHOWING THE

FURNITURE AND FLOOR PLAN LAYOUT ONLY. MODULAR BUILDING

MANUFACTURER TO SUPPLY FURNITURE.

5. THE FINAL DESIGN OF THE TEMPORARY MODULAR BUILDINGS SHALL

BE THE RESPONSIBILITY OF THE MODULAR BUILDING MANUFACTURER.

6. THE PLAN FOR THE TEMPORARY MODULAR BUILDINGS ARE BASED

ON TRAILERS 11'-9" X 36'-0" AND 11'-9" X 48'-0".

7. FINAL LAYOUT FROM THE CONTRACTOR SHALL MAINTAIN THE AREAS

AND ROOM PROPORTIONS SHOWN.

8. REFER TO CIVIL DRAWINGS FOR TEMPORARY MODULAR BUILDING

LOCATION, ACCESS, AND SITE UTILITY DETAILS.

9. FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE

MODULAR BUILDING MANUFACTURER AND COORDINATED WITH THE

GENERAL CONTRACTOR.

10. REFER TO SPECIFICATION SECTION 13 12 00 FOR FURTHER

INFORMATION.

NOTE: ACTUAL MANUFACTURED TRAILER MAY HAVE SLIGHTLY

DIFFERENT OVERALL AND INTERIOR DIMENSIONS.

OCCUPANCY/FIXTURE COUNT

LIFE SAFETY OCCUPANCY

TRAILERS ARE A "BUSINESS OCCUPANCY" THEREFORE 150

GSF/PERSON.

TOTAL = 6,345 GSF/150 GSF = 43

PLUMBING FIXTURE COUNT

43 OCCUPANTS

FIXTURES PER CODE - 1 PER 25 FOR THE FIRST 50 AND 1

PER 50 FOR THE REMAINDER EXCEEDING 50

NUMBER OF REQUIRED TOILET FIXTURES

MALE: 1 FIXTURES; 1 LAVATORIES

FEMALE: 1 FIXTURES; 1 LAVATORIES

1 DRINKING FOUNTAINS

1 MOP SINK

GENERAL ELECTRICAL NOTES

1. ALL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE

WITH THE NFPA 70 NATIONAL ELECTRICAL CODE 2023.

2. CONTRACTOR MUST COORDINATE CONNECTIONS TO POWER, DATA,

AND TELEPHONE DISTRIBUTION SYSTEMS WITH CONTRACING OFFICE

PRIOR TO BEGINNING WORK.

3. PROVIDE 208Y/120V FOR DISTRIBUTION POWER TO TRAILER PANELS.

PROVIDE MAIN DISTRIBUTION PANEL SIZED 800A FOR BOTH TRAILERS IN

MAIN ELECTRICAL ROOM OF TRAILER A AND CONNECT TO 225KVA PAD

MOUNTED TRANSFORMER. PROVIDE MAIN DISTRIBUTION PANEL IN

TRAILER B, SIZED 400A AND CONNECT TO MAIN PANEL IN TRAILER A.

ALL DISTRIBUTION PANELS MUST BE FED FROM MAIN DISTRIBUTION

PANELS. MAIN DISTRIBUTION PANELS IN TRAILERS A AND B MUST HAVE

AN APPRORPRIATELY SIZED DISCONNECT SWITCH OR MAIN CIRCUIT

BREAKER ON INCOMING FEEDER LOCATED WITHIN THE SAME ROOM AS

THE PANEL.

4. PROVIDE LED RECESSED TROFFER LIGHT FIXTURES IN OPEN OFFICE

AREA. PROVIDE MINIMUM OF 30 FC AT 2'-6" AFF. PROVIDE MANUAL

LIGHTING CONTROLS AND OCCUPANCY SENSORS. PROVIDE SURFACE

MOUNTED LED LINEAR WRAP FIXTURES IN ALL ELECTRICAL AND

TELECOM ROOMS TO PROVIDE A MINIMUM OF 50 FC AT 2'-6" AFF.

PROVIDE MANUAL LIGHTING CONTROLS ONLY IN THESE SPACES.

PROVIDE 3 LED DOWNLIGHT FIXTURES CENTERED ABOVE RESTROOM

SINKS WITH LIGHT CONTROL SWITCH LOCATED NEXT TO SINK.

5. PROVIDE GENERAL PURPOSE RECEPTACLES MOUNTED AROUND THE

TRAILER INTERIOR WALLS SO NO POINT ALONG THE WALL IS MORE

THAN 12' APART. LOCATE RECEPTACLES TO AVOID BEING COVERED BY

FURNITURE SYSTEMS. PROVIDE QUAD RECEPTACLES ON EACH

INTERIOR WALL OF TELECOMMUNICATIONS AND ELECTRICAL ROOMS.

PROVIDE

5. PROVIDE POWER FOR SYSTEMS FURNITURE VIA FURNITURE WHIP OR

POWER POLE. SYSTEMS FURNITURE IS A 4-2-2 CIRCUIT

CONFIGURATION, 4 HOT WIRES, 2 NEUTRAL, AND 2 GROUND, RUN FROM

2-2 POLE CIRCUIT BREAKERS WITH HANDLE TIE. NO MORE THAN 4

WORKSTATIONS CAN BE FED FROM 1 CIRCUIT. PROVIDE GENERAL

PURPOSE RECEPTACLES ON OPEN WALLS WHERE NOT CONCEALED BY

SYSTEMS FURNITURE, SPACED NO MORE THAN 15' FROM THE NEXT

NEAREST RECEPTACLE OR SYSTEMS FURNITURE, MINIMUM OF 3

RECEPTACLES PER TRAILER.

6. PROVIDE POWER TO MECHANICAL UNITS AS PER MANUFACTURER'S

REQUIREMENTS. COORDINATE WITH MECHANICAL PRIOR TO

INSTALLATION.

7. PROVIDE 2-JACK DATA OUTLET AT EACH WORKSTATION. PROVIDE

CAT6 CABLE FROM OUTLET TO TELECOM ROOM VIA FURNITURE WHIP

OR POWER POLE. PROVIDE ADDITIONAL 6' SLACK OF CABLE IN

TELECOMMUNICATIONS ROOM, COIL, AND LABEL FOR CONNECTION BY

OTHER.

8. PROVIDE 1-JACK TELEPHONE OUTLET AT EACH WORKSTATION.

PROVIDE CAT6 CABLE FROM OUTLET TO TELECOM ROOM VIA

FURNITURE WHIP OR POWER POLE. PROVIDE ADDITIONAL 6' SLACK OF

CABLE IN TELECOMMUNICATIONS ROOM, COIL, AND LABEL FOR

CONNECTION BY OTHER.

9. PROVIDE POWER FOR RESTROOM HAND DRYERS AS PER

MANUFACTURER'S REQUIREMENTS. COORDINATE PRIOR TO

INSTALLATION.

10. PROVIDE EWC RECEPTACLE FOR ELECTRIC WATER COOLER.

COORDINATE EXACT LOCATION PRIOR TO INSTALLATION.

S C

I O N

4/2 5/2

82'-3" 94'-0"

'-0

"TRAILER A TRAILER B

20'-0" 10'-6"1'-0"10'-6" 1'-0"

5'-0" 6"

5'-0"

5'- 0"

'-0

1:1 2 S

UP UP

'-6

1/ 4"

6'- 1"

'-0

5'-

82'-3"

11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

OPEN OFFICE SPACE

T-101

TELECOM

T-102

ELECTRICAL

T-103

1'- 6 3

/4"

'-0

8'- 3 3

/4" 5'-

1'- 6 3

/4"

EQ EQ1'-

1:1 2 S

+ 3'-0"

4'-

'-0

5/ 8"

3'-6" 7'-5 7/8"

EQEQEQEQEQEQEQEQEQEQEQEQ EQEQEQEQ

OPEN OFFICE SPACE

T-108

RESTROOM

T-105

RESTROOM

T-104

ELECTRICAL

T-106

TELECOM

T-107

94'-0"

11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9"

'-0

AE123

1'- 2"

1:1 2 S

T-109

+ 3'-0"

TELECOM

T-107

3'- 6"

2'-6" 2'-6"

3'- 6"

4'- 9 3

/4"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE122

P-

ALP

12,902,257

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

GENERAL SHEET NOTES

KEYNOTES#

0 8' 16' 32'

PLAN

NORTH

SCALE: 1/16" = 1'-0"

OVERALL TRAILER LAYOUTC1

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

TRAILER A - ENLARGED PLANB2

0 4' 8' 16'

PLAN

NORTH

SCALE: 1/8" = 1'-0"

TRAILER B - ENLARGED PLANA2

A CONTRACTOR TO MAKE ALL UTILITY CONNECTIONS INCLUDING WATER,

SANITARY, ELECTRICAL AND TELEPHONE – COORDINATE WITH SITE PLAN.

B CONTRACTOR TO INCLUDE TRAILER ANCHORING, SKIRTING, RAISED WALKWAY

BETWEEN TRAILERS, STEP ASSEMBLIES AND IBC COMPLIANT RAMP SYSTEM.

C NOT USED.

D THE PLANS SHOWN ON THIS SHEET ARE FOR DIAGRAMATIC ILLUSTRATION

REFLECTING THE PROGRAM FOR DESIGN, SHOWING THE FURNITURE AND

FLOOR PLAN LAYOUT ONLY.

E THE FINAL DESIGN OF THE TEMPORARY MODULAR BUILDINGS SHALL BE THE

RESPONSIBILITY OF THE MODULAR BUILDING MANUFACTURER.

F THE PLAN FOR TEMPORARY TRAILER A IS BASED ON 7 CONNECTED TRAILERS

THAT ARE 11’-9” W X 36’-0”L EACH. THE PLAN FOR TEMPORARY TRAILER B IS

BASED ON 8 CONNECED TRAILERS THAT ARE 11’-9” W X 36’-0”L EACH.

G THE FINAL LAYOUT FROM THE CONTRACTOR SHALL MAINTAIN THE AREAS AND

ROOM PROPORTIONS SHOWN.

H REFER TO CIVIL DRAWINGS FOR TEMPORARY MODULAR BUILDING LOCATION,

ACCESS AND SITE UTILITY DETAILS.

I FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE MODULAR

BUILDING MANUFACTURER AND COORDINATED WITH THE GENERAL

CONTRACTOR.

J REFER TO SPECIFICATION SECTION 13 12 00 FOR FURTHER INFORMATION

K FOR ELECTRICAL, DATA AND TELECOM SITE WORK, REFER TO THE

ELECTRICAL SHEETS

L CONTRACTOR IS TO MAINTAIN TRAILERS THROUGHOUT ALL PHASES OF

CONSTRUCTION - FROM INSTALLATION TO REMOVAL.

1 FURNITURE AND EQUIPMENT AT TRAILERS TO BE PROVIDED BY THE

TEMPORARY MODULAR BUILDING MFR.

2 L – SHAPE WORKSTATION TO BE PROVIDED BY AND INSTALLED BY MODULAR

BUILDING MFR. L – SHAPE WORK STATION IS TO BE 5’-6” X 7’-0” AND IS TO HAVE

66” HIGH BACK AND SIDE PANELS. EACH STATION IS TO BE PROVIDED WITH

ONE 30” WIDE OVERHEAD STORAGE CABINET AND ONE 15” WIDE PEDESTAL

FILE CABINET. EACH WORK STATION IS TO HAVE 1 FULLY ADJUSTABLE MESH

BACK TASK CHAIR.

3 RAMPS, STAIRS AND ELEVATED WALKWAYS TO BE PROVIDED AND INSTALLED

BY THE TEMPORARY MODULAR BUILDING MFR.

4 REFER TO CIVIL FOR SIDEWALK PLAN.

5 BARD HVAC UNIT, REFER TO MECHANICAL

6 18"x25"x52"T TOP SECRET SAFE TO BE SUPPLIED BY THE COMMAND.

COORDINATE INSTALLATION WITH COMMAND SAFETY OFFICER - MIKE O'TOOL.

STRUCTURALLY REINFORCE FLOOR AT SAFE LOCATIONS AS REQUIRED. EACH

SAFE IS +/- 520 LBS WITH FLAT BOTTOM.

7 ALL TRAILER DOORS TO BE SUPPLIED BY MODULAR BUILDING

MANUFACTURER. DOOR HARDWARE TO INCLUDE CYPHER LOCK.

COORDINATE SECURITY REQUIREMENTS WITH COMMAND SECURITY OFFICER.

(THIS SHEET ONLY)

S C

I O N

4/2 5/2

RESTROOM

T-104

RESTROOM

T-105

5'-0"5'-0"

5'- 6"

'-4

5'- 6"

'-4

5'-0"

5'- 0"

3'- 0"

5'-0"

5'- 0"

3'- 0"

5'- 2" 5'- 2"

10'-3" 10'-3"2'-2 5/8"

2 13 2 13

JANITOR CLOSET

T-109 2

2'-1" 2'-1"7'-11 3/8"

3'- 0"

9 9

1 2

-0 " M

-2 " M

3'- 7"

2'-

1'-11"

3'- 0"

FINISHED FLOOR

COMBINATION

HOOK AND BUMPER

COMBINATION HOOK AND

BUMPER - HC STALL

" CL

EQ EQ

CL 60

EQ EQ

FINISHED FLOOR

36" GRAB BAR

MIN

12" 6"

MAX

12"

42" GRAB BAR

SANITARY NAPKIN DISPOSAL

DOOR BUMPER

TOILET TISSUE DISPENSER

HC STALL

TOILET TISSUE DISPENSER

SOAP

DISPENSER

STAINLESS STEEL FRAME

MIRROR (18" W x 36" H)

WASTE RECEPTACLE

PAPER TOWEL DISPENSER

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\ C

1_ A_

_s ar ah .g ilp in

rv t

AE123

P-

ALP

12,902,258

SLG SLG

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

GENERAL SHEET NOTES

KEYNOTES#

A CONTRACTOR TO MAKE ALL UTILITY CONNECTIONS INCLUDING WATER,

SANITARY, ELECTRICAL AND TELEPHONE – COORDINATE WITH SITE PLAN.

B CONTRACTOR TO INCLUDE TRAILER ANCHORING, SKIRTING, RAISED WALKWAY

BETWEEN TRAILERS, STEP ASSEMBLIES AND IBC COMPLIANT RAMP SYSTEM.

C NOT USED.

D THE PLANS SHOWN ON THIS SHEET ARE FOR DIAGRAMATIC ILLUSTRATION

REFLECTING THE PROGRAM FOR DESIGN, SHOWING THE FURNITURE AND

FLOOR PLAN LAYOUT ONLY.

E THE FINAL DESIGN OF THE TEMPORARY MODULAR BUILDINGS SHALL BE THE

RESPONSIBILITY OF THE MODULAR BUILDING MANUFACTURER.

F THE PLAN FOR THE TEMPORARY MODULAR BUILDINGS ARE BASED ON

TRAILERS 11’-9” X 36’-0”.

G THE FINAL LAYOUT FROM THE CONTRACTOR SHALL MAINTAIN THE AREAS AND

ROOM PROPORTIONS SHOWN.

H REFER TO CIVIL DRAWINGS FOR TEMPORARY MODULAR BUILDING LOCATION,

ACCESS AND SITE UTILITY DETAILS.

I FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE MODULAR

BUILDING MANUFACTURER AND COORDINATED WITH THE GENERAL

CONTRACTOR.

J REFER TO SPECIFICATION SECTION 13 12 00 FOR FURTHER INFORMATION.

K MANUFACTURER’S TRADE NAMES AND NUMBERS LISTED ARE NOT INTENDED

TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE

ACCEPTABLE, PROVIDED THEY MATCH THE COLORS, FINISHES, TEXTURES AND

PATTERNS OF THE MANUFACTURERS LISTED, AND MEET THE TECHNICAL

REQUIREMENTS OF THE SPECIFICATIONS.

SCALE: 3/8" = 1'-0" (AE122)C1 TRAILER B - ENLARGED BATHROOM PLAN

MARK DESCRIPTION MANUFACTURER MODEL NO. REMARKS

1 36" GRAB BAR BOBRICK B-6806 SERIES 1, 4, 5, 6, 7, 8

2 42" GRAB BAR BOBRICK B-6806 SERIES 1, 4, 5, 6, 7, 8

3 SURFACE-MOUNTED TWIN JUMBO- ROLL TOILET

PAPER DISPENSER

BOBRICK B-2892 1, 5, 8

4 NAPKIN DISPOSAL BOBRICK B-353 1, 4, 8

5 SOAP DISPENSER BOBRICK B-2111 3, 8

6 24 X 36 STAINLESS STEEL FRAME MIRROR BOBRICK B-165-2436 2, 4, 8

7 PAPER TOWEL DISPENSER (GFCI) KIMBERLY-CLARK KCC-09990 1, 4, 8

8 WASTE RECEPTACLE BOBRICK B-277 CONTURA

SERIES

1, 4, 8

9 COMBINATION HOOK AND BUMPER BOBRICK B-9541 1,4,8

10 COMBINATION HOOK AND BUMPER BOBRICK B-9541 1,4,8

11 COMBINATION HOOK AND BUMPER BOBRICK B-9541 1,4,8

T 2/90 FIRE EXTINGUISHER SAFETY SIGN

SPECIALTY EQUIPMENT SCHEDULE

SPECIALTY EQUIPMENT SCHEDULE REMARKS

1 SATIN FINISH

2 CENTER MIRROR OVER THE SINK, ALIIGN BOTTOM OF MIRROR WITH TOP OF BACKSPLASH

3 CENTER BETWEEN MIRRORS

4 REFER TO AE122 FOR MOUNTING TYPICAL MOUNTING HEIGHTS

5 PROVIDE WOOD BLOCKING OR 18 GA X 6' WIDE METAL PLATE IN WALL AS REQUIRED TO SECURE SPECIALTY EQUIPMENT

6 GRAB BAR MUST HAVE PEENED (NON-SLIP) GRIPPING SURFACE

7 MOUNT WITH LONG DIMENSION VERTICAL

8 SPECIALTY EQUIPMENT TO BE PROVIDED BY THE MODULAR TRAILER MFR.

SCALE: 1 1/2" = 1'-0"A1 TRAILER DETAILS

(THIS SHEET ONLY)

1 TRAILER SUB-FLOOR

2 CONTINUOUS RESILIENT FINISH FLOOR

3 SOLID SURFACE COUNTERTOP WITH INTEGRAL BACKSPLASH

4 UNDER COUNTER MOUNTED SINK, REFER TO PLUMBING

5 CONTINUOUS TREATED WOOD BLOCKING

6 NOTCH PANEL FOR SINK PLACEMENT

7 WALL AS SCHEDULED

8 MIRROR, REFER TO SPECIALTY EQUIPMENT SCHEDULE

9 PLASTIC LAMINATE ON ALL EXPOSED SURFACES

10 PLASTIC LAMINATE DOOR

11 SLOTTED QUARTER-TURN LATCH, CLEAR ALUMINUM FINISH

12 HI-LOW ACCESSIBLE WATER FOUNTAIN

13 FRP PANEL, MARLITE SYMMETRIX. SELECT FROM MANUFACTURER STANDARD

COLOR SELECTION. FRP ON ALL WALL, RUN FRP FULL HEIGHT FROM FINISH

FLOOR TO CEILING

14 THRESHOLD AT RESTROOMS

15 MOP SINK

SCALE: 3/8" = 1'-0"A2

SPECIALTY EQUIPMENT ELEVATIONS &

MOUNTING HEIGHTS

S C

I O N

4/2 5/2

REF REF

24"x10" RA 24"x10" RA

10"x12" SA 16"x12" SA

18"x14" SA

" S

10"x12" SA

A 230Z

14"x14" SA

TYP

20"x20" SA

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

C :\R ev it

L oc al M od el s\

_s ar ah .g ilp in

rv t

MH101

P-

O O

W O

-2

SCS

12,902,281

RSK RLC

5/6/24

NAVSEA

O N

SLG

1637041

N/A

K, V

L S

JOHN MILLER, P.E.

ALP

D N

O R

M H

SCALE: 1/8" = 1'-0"

PARTIAL FIRST FLOOR PLAN - DUCTWORK - BLDG CEP-200

PLAN

NORTH

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

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

1 ROOF MOUNTED AHU-1 MAINTAIN 10'-0" CLEARANCE FROM EDGE OF BUILDING

AND ALL EXHAUST VENTS.

2 ROUTE 1 1/4" CONDENSATE TO NEAREST ROOF DRAIN.

3 20x20 UP TO AHU-1.

4 HVAC SYSTEMS KILL SWITCH. KILL SWITCH IS AN ALARM BOX WITH PUSH BUTTON,

HINGED COVER, AUDIBLE ALARM WHEN THE COVER IS RAISED, AND AN

INSCRIPTION ON THE COVER "ALARM SOUNDS, WHEN COVER IS RAISED." DESIGN

BASED ON PILLA ELECTRICAL PRODUCTS MODEL NUMBER PILCLH COVA.

PROVIDE PLACARD BELOW SWITCH WITH INSCRIPTION "EMERGENCY KILL

SWITCH." PROVIDE A SHUNT TRIP RELAY ON THE BREAKER.

5 COORDINATE NEW DUCTWORK WITH EXISTING TO REMAIN.

PLAN

NORTH

BUILDING CEP-200

D16

AREA OF WORK

S C

I O N

Re vis ion

4/2

5/2

227791OUTSIDE

68INSIDE 68 62.4

°FDB

WINTER

DESIGN CONDITIONS

SUMMER

°FDB °FWB SERVICE

GRILLE, REGISTER, AND DIFFUSER SCHEDULE

MARK

THROW FT.

(AT 50 FPM TERMINAL VEL.)

MAX.CFM RANGE

(IN. WG)NC SP

MAX.

SHELL

SIZE

NECK

SIZE

TYPE REMARKS

SUPPLY 185 - 275 25 .10 8"∅ 24 x 24 1 1,3,5,7

NOTES:

1. HIGH CAPACITY LOUVER FACE WITH ROUND NECK DIFFUSER CONSTRUCTED ALUMINUM.

2. EGGCRATE FILTER GRILLE WITH 1"X1"X1" CORE CONSTRUCTED OF ALUMINUM.

3. SUITABLE FOR LAY-IN APPLICATION.

4. SUITABLE FOR SURFACE MOUNTING.

5. DESIGN BASED ON TITUS TMS-AA.

6. DESIGN BASED ON TITUS 50FF.

7. PROVIDE WITH STANDARD OFF-WHITE FINISH.

8. PROVIDE WITH 1" THROWAWAY FILTER (MERV 8).

9. EGGCRATE GRILLE WITH 1"x1"x1" CORE CONSTRUCTED OF ALUMINUM.

DUCT CONSTRUCTION AND LEAK TEST SCHEDULE

MARK

DUCT PRESSURE CLASS (IN WC.)

SUPPLY/EXHAUST

RETURN/OUTSIDE AIR DUCT

TEST

PRESSURE

(IN WC.)

NOTESROUND/OVAL RECTANGLE

SUPPLY

DUCT

RETURN

DUCT

EXHAUST

DUCT

SEAL

CLASS

LEAK

CLASS

SEAL

CLASS

LEAK

CLASS

SEAL

CLASS

LEAK

CLASS

NOTES:

1. SEAL CLASS AND LEAK CLASS PER SMACNA.

AHU'S +1" - - -1/2" - - A 1"12 A 12 1

AIR HANDLING UNIT SCHEDULE

MARK LOCATION

SUPPLY FAN DATA

SA CFM

ESP

(IN WG.) HP

HEATING DX COOLING COIL DATA

TOTAL

(MBH)

SENSIBLE

(MBH)

EAT

°FDB °FWB

REMARKS

AHU-1 ROOF 2400 300 0.7 1.5 65.5 51.4 80.0 67.0

FILTER TYPE

N/A

NOTES:

2,3,4,5

1. NOT USED.

2. PROVIDE WITH UNIT MANUFACTURER'S INTEGRAL DISCONNECT, MANUFACTURER'S PROGRAMMABLE TEMPERATURE CONTROLLER W/ADJUSTABLE CYCLE RATE DIFFERENTIAL, SINGLE POINT CONNECTION

PROVISIONS FOR LOW AMBIENT COOLING, AND MANUFACTURER'S ROOF CURB.

3. PROVIDE WITH MANUFACTURER'S POLYMER E-COATING ON EVAPORATOR COILS.

4. PROVIDE UNIT TO ROOF CURB CONNECTION WITH HURRICANE CLIPS SPACED NO MORE THAN 24" ON CENTER AND SIZED TO WITHSTAND UPLIFTING WIND FORCES OF 150 LBS. EACH.

OA CFM

LAT

°FDB °FWB

59.2 58.2

REFRIGERANT

R-410A

ELECTRICAL DATA

MCA MOCP

32 45

VOLTS PHASE HERTZ

208 3 60

CAP.(MBH)

60 33.7 81.3

HEAT PUMP ELEC. COILEAT

(°FDB) LAT (°FDB)

CFM

Z RETURN 1050 25 .05 20 x 20 24 x 24 2 2,3,6,7

15.0

SEQUENCE OF OPERATION

AHU-1

COOLING:

WHEN THE SYSTEM IS INDEXED TO COOLING AND THE SPACE TEMPERATURE RISES ABOVE

THE SPACE TEMPERATURE SETPOINT, INITIALLY SET AT 68°F (ADJUSTABLE), THE COMPRESSOR

SHALL BE ENERGIZED AND STAGE ON MECHANICAL COOLING. ON A FALL IN SPACE

TEMPERATURE THE REVERSE SHALL OCCUR.

HEATING:

WHEN THE SYSTEM IS INDEXED TO HEATING AND THE SPACE TEMPERATURE FALLS BELOW

THE SPACE TEMPERATURE SETPOINT, INITIALLY SET AT 70°F (ADJUSTABLE), THE REVERSING VALVE SHALL BE ENERGIZED AND STAGE ON HEATING.

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