NOAA OMAO Drawings_07242023.pdf

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NOAA OMAO Ship and Support Facility Relocation, Naval Station Newport, Newport, Rhode Island
Solicitation number
N4008523R2527
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About this file

This document package includes architectural drawings and specifications for a NOAA facility relocation project. Key details include the construction of a new Admin/Warehouse building with associated site work at the Naval Station Newport in Rhode Island. The drawings show building elevations, window and louver schedules and details. Products and services required include prefabricated metal wall panels, windows, louvers, roofing and other exterior envelope elements. The specifications provide requirements for materials, finishes, and technical performance criteria. The solicitation is available through the PIEE system linked within for full bid details.

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Amendment 0012.pdf PDF
Amendment 0011.pdf PDF
NOAA OMAO Drawings_07202023.pdf PDF
Amendment 0010.pdf PDF
Amendment 0009.pdf PDF
NOAA OMAO Amendment 0009_Drawings_06152023.pdf PDF
NOAA OMAO Amendment 0009_Drawings_06062023.pdf PDF
NOAA OMAO Amendment 0009_Specs.pdf PDF
Amendment 0008.pdf PDF
Attachment H - Price Proposal Form R4.docx DOCX document
NOAA OMAO Amendment 0007_Drawings.pdf PDF
Amendment 0007.pdf PDF
Section -31 23 00.00 20.pdf PDF
Attachment H - Price Proposal Form R3.docx DOCX document
NOAA OMAO Amendment 0006_Specifications.pdf PDF
Amendment 0006.pdf PDF
NOAA OMAO Amendment 0006_Drawings.pdf PDF
NOAA OMAO Amendment 0003_Drawings_04172023.pdf PDF
NOAA Site Visit 2 Log.pdf PDF
NOAA OMAO Amendment 0003_Specifications_04172023.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
NOAA OMAO Amendment 0002_Specifications.pdf PDF
Attachment H - Price Proposal Form R2 .docx DOCX document
NOAA OMAO Amendment 0002_Drawings.pdf PDF
Amendment 0002.pdf PDF
NOAA OMAO Amendment 0001_Specifications.pdf PDF
Attachment H - Price Proposal Form R1.docx DOCX document
Amendment 0001.pdf PDF
NOAA OMAO Pre-Scope Presentation .pdf PDF
Site Visit log.pdf PDF
NOAA OMAO Amendment 0001_Drawings.pdf PDF
Attachment J-Site Map.pdf PDF
Interior Finishes_Redacted.pdf PDF
Attachment I - PIEE Vendor Access Instructions.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan.doc DOC document
Attachment B1 - SECNAV FORM 5512-NSNPT.pdf PDF
1562331_spc_1of1.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
Attachment E - Historical Small Business Utilization.docx DOCX document
Attachment B2 -SECNAV FORM 5512-NSNPT SAMPLE.pdf PDF
Attachment A - Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
Solicitation N4008523R2527.pdf PDF
Attachment F - Small Business Participation Commitment Document.docx DOCX document
Attachment H - Price Proposal Form.docx DOCX document
Attachment C - Construction Experience Project Data Sheet.docx DOCX document
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WH LOW ROOF

114' - 0"

2 3 4 5 6 73.11

8" 8" 8" 8"8"8"

2' - 6"

4' - 4"4' - 5"

2' - 6"

9' - 1"9' - 1"

2' - 6"

4' - 5"4' - 4"

2' - 6"2' - 10"2' - 10"

EQEQ

B4

A-540

TYP

A4

A-540

TYP.

L1.4

L1.4

L2.1

CREAM BODY COLOR

IAP WATERFRONT DISTRICT 'BODY 1'

FEDERAL STANDARD #37778 (RGB 233 226 203)

BROWN BODY COLOR

IAP WATERFRONT DISTRICT 'BODY 3'

FEDERAL STANDARD #26360 (RGB 178 169 148)

BLUE ACCENT

IAP WATERFRONT DISTRICT 'ACCENT'

FEDERAL STANDARD #35109 (RGB 55 97 117)

WH LOW ROOF

114' - 0"

234567 3.1 1

4' - 5"4' - 6"6' - 9"6' - 9"4' - 6"6' - 9"6' - 9"4' - 6"6' - 9"6' - 9"4' - 6"6' - 9"6' - 9"

3' - 0"

EQ EQEQ EQ

8"

W4 W4 W4 W4

1' - 0" 1' - 0"1' - 0" 1' - 0"

L1.1 L1.2

8" 2' - 4" 8"2' - 4"

B4

A-540

TYP

A4

A-540

TYP

1' - 8"

8"

C4

A-511

C4

A-540

C2

A-603

C3

A-511

SHEET NOTES

1. SEE A-540 FOR STANDARD METAL PANEL VENEER WALL DETAILS.

2. SEE EXTERIOR FINISH SCHEDULE ON SHEET A-242.

3. DIMENSIONS ARE TO EDGE OF FLASHING.

4. PROVIDE REQUIRED SUPPORT FOR ALL SURFACE MOUNTED EXTERIOR

WALL MOUNTED ITEMS INCLUDING EXTERIOR LIGHTS, SECURITY

CAMERAS, FIRE ALARM HORNS, ETC. REFER TO DTL A1/A-503.

5. WINDOWS NOT TAGGED IN ELEVATION ARE TAGGED IN PLANS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SCALE:

CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

DES DRW CHK

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DRAWFORM REVISION: 25 AUGUST 2020

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CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

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DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

A-241

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12874092

JMD SF

CGM

4' 8' 16'0'

4' 8' 16'0'1/8" = 1'-0" B1

BLDG ELEVATION - SOUTH

MATERIAL LEGEND

1/8" = 1'-0" A1

BLDG ELEVATION - NORTH

SHEET KEYNOTES

46 SELF-DRAINING PREFAB PREFIN ALUM CANOPY; UNO CENTER ON DOOR

BELOW, 5'-0" DEEP, RE: A1 / A-512

58 CONCRETE STAIR AND PLATFORM W/ ALUM GUARDRAIL & HANDRAILS

60 EXTERIOR SIGNAGE, REFER TO B2/A-756

61 CAST IRON DOWNSPOUT BOOT, TYP AT ALL DOWNSPOUTS

99 GAS METER

109 WALL MOUNTED LIGHT, RE: ELECT SHEETS EL140 - EL143

116 WALL HYDRANT, RE: PLUMBING SHEET P-150

117 VTR, RE: MECH SHEET MH170; RE: B1 / A-503

120 MECH CONDENSING UNITS, RE: MECH SHEET MH140

121 MECH ROOFTOP UNIT, RE: MECH SHEET MH143; RE:B2 / A-503

133 BOND NON-PENTRATING ROOF MOUNTS TO LIGHTING PROTECTION

SYSTEM, RE: ELECTRICAL SHEET EP-504 TO MOUNT ANTENNA

SHEET KEYNOTES

10 PREFIN MTL DOWNSPOUT, SIZED PER DRAINAGE CALC ON ROOF PLAN

SHEET A-144 - ROOF DRAINAGE TO EXTEND BELOW GRADE TO

STORMWATER SYSTEM, RE: CIVIL C4/CU502

24 PREFIN HYDROSTATIC ALUM SSMR, 2" STANDING SEAM

26 PREFINISHED ALUM LOUVERED SCREEN WALL, RE: STRUCT SHEET S-150

FOR FRAMING.

27 PREFINISHED MTL PANEL W/ REVEALS ON FURRING. FURRING MUST BE

DESIGNED AND ENGINEERED BY MTL PANEL SUPPLIER TO MEET LOAD

CRITERIA AND PANEL ORIENTATION.

32 PREFABRICATED PREFINISHED ALUM LOUVERED SUNSHADE, RE: DTL A3 /

A-512

35 CONCRETE FOUNDATION WALL, RE: STRUCT DTL C2/S-341, PAINT EXPOSED

FACE, COLOR TO MATCH 'BODY 3' PER ELEVATION MATERIAL LEGEND

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RIGID INSULATION

MASONRY LINTEL,

RE: STRUCT SHEET S-200

WINDOW AS

SCHEDULED

CONT A/V BARRIER ON

CMU, WRAP DR

OPENING

CONT S&BR

MTL WALL PANEL

SYSTEM AS SHOWN

ON ELEVS, ON 3/4"

SUBGIRTS

CONT HORIZ ZEE 16 GA,

SPACING TO BE

DETERMINED BY

CLADDING ENG

CMU

PARTITION AS

INDICATED ON PLAN

3/4" X 1/2" FURRING

CHANNEL

CORNER BEAD

5/8" GWB

BR&S BOTH SIDES

WINDOW AS

SCHEDULED

RE: D1/A-603 HEAD

DETAIL FOR TYP

NOTES

2 1/2"

PREFIN FLASHING

SLOPING PREFIN MTL

SILL FLASHING SOLID SURFACE SILL

(GWB SILL AT

WINDOW TYPE W3)

BLOCKING

SEALANT WINDOW AS SCHEDULED

2"

RE: D1/A-603 HEAD

DETAIL FOR TYP

NOTES

3"

RIGID INSULATION

MASONRY LINTEL,

RE: STRUCT

SHEET S-200

LOUVER AS

SCHEDULED

CONT A/V BARRIER ON

CMU, WRAP DR

OPENING

CONT S&BR

MTL WALL PANEL

SYSTEM AS SHOWN

ON ELEVS, ON 3/4"

SUBGIRTS

CONT HORIZ ZEE 16 GA,

SPACING TO BE

DETERMINED BY

CLADDING ENG

CMU

INSECT SCREEN

CONT L 3 x 2 x 3/16"

SUPPORT FRAME

LOUVER AS

SCHEDULED INSECT SCREEN

SLOPING PREF MTL

SILL FLASHING

CONT L 3 x 2 x 3/16"

SUPPORT FRAME

RE: D3/A-603 HEAD

DETAIL FOR TYP

NOTES

3"

BR&S BOTH SIDES

BR&S BOTH SIDES

LOUVER AS

SCHEDULED

CONT L 3 x 2 x 3/16"

SUPPORT FRAME

INSECT SCREEN

RE:

D3/A-603

HEAD

DETAIL FOR

TYP NOTES

2 1/2"

PREF MTL JAMB

FLASHING

INSULATED MTL

WALL PANEL

SYSTEM

END FLASHING

TRIM BY PANEL

MANUF

CONT BR&S

SUPPORT CLIP

CONT BR&S BOTH SIDES

CONT SUPPORT

FRAME

RO FRAMING BY PRE-

ENG BLDG MANUF

INSECT SCREEN

LOUVER AS

SCHEDULED

INSULATED MTL

WALL PANEL

SYSTEM

END FLASHING TRIM

BY PANEL MANUF

MTL TRIM TO PROTECT

JAMB ASSEMBLY BY

PANEL MANUF

CONT BR&S

BOTH SIDES

LOUVER AS

SCHEDULED

INSECT SCREEN

CONT SUPPORT FRAME

RO FRAMING BY PRE-

ENG BLDG MANUF

INSULATED MTL

WALL PANEL

SYSTEM

SILL FLASHING

TRIM BY PANEL

MANUF

CONT BR&S

BOTH SIDES

CONT SEALANT

CONT SUPPORT

FRAME

RO FRAMING BY PRE-

ENG BLDG MANUF

INSECT SCREEN

LOUVER AS

SCHEDULED

6'

5' - 4"

6'

10' - 0"

W1 W2

W4

24' - 0"

7'

2" 1'

2"

3'

0"

2"

2" 5' - 0" 2"

2" 1'

2"

3'

0"

2"

2" 4' - 9" 2" 4' - 9" 2"

2" 2'

2"

4'

2"

2" 5' - 9 1/2" 2" 5' - 9 1/2" 2" 5' - 9 1/2" 2" 5' - 9 1/2" 2"

2'

2" 9' - 8" 2"

W3

2" 2'

2"

10' - 0"

W5

2" 4' - 8"

2"

4' - 8"

2"

4' - 8" 2"

14' - 8"

2" 1'

8"

2"

3'

2"

6'

0" 1'

1' - 4"

1'

2' - 0"

1'

1' - 0"

L1 L2 L3

3' - 4"

1'

2' - 0"

2'

L4 L5

2 1/2"

MTL WALL PANEL EXT WALL

SYSTEM, RE: A1/A-511 FOR

TYP SYSTEM NOTES

PREFIN MTL FLASHING

BR&S BOTH SIDES

WINDOW AS

SCHEDULED

5/8" GWB ON 3-5/8"

MTL STUD AT 16" OC,

PAINT, PA-3

GWB SILL BELOW

STL COLUMN

SILL FLASHING BELOW

6" MTL CF STUD

1' - 0"

5/8" GWB ON 3-5/8"

MTL STUD AT 16"

OC, PAINT, PA-5

5/8" GWB ON 3-5/8"

MTL STUD AT 16"

OC, PAINT, PA-5

B.1

MTL WALL PANEL EXT

WALL SYSTEM, RE:

A1/A-511 FOR TYP

SYSTEM NOTES

WINDOW AS

SCHEDULED

BR&S BOTH SIDES

GWB BELOW

PREFIN MTL

FLASHING

1' - 8"

GWB ON MTL STUDS

RE:

C3/A-511

FOR TYP

NOTES

ROOF EDGE

BELOW

MTL PANEL

CORNER TRIM, SIM

TO DTLS ON A-540

MTL ROOF SIDEWALL

CAP AND TRIM PREF

FLASHING

RE: B1/A-603 FOR

TYP SILL NOTES

3"

EXTEND FLASHING UP

TO TIE INTO SILL

FLASHING

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

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D

1 2 3 4 5

1 2 3 4 5

A

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SCALE:

CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

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CHIEF ENG/ARCH

FIRE PROTECTION

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1562331

RS/RC

EJA

DSN

04OCT2022

Timothy Calohan, PE, NOAA Senior Project Manager

N4008523R2527

A-603

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12874121

JMD AC

CGM

WINDOW SCHEDULE

QUANTITY TYPE

SIZE DETAIL

WIDTH HEIGHT SILL HEIGHT HEAD JAMB SILL

6 W1 5' - 4" 6' - 0" 2' - 8" D1/A-603 C1/A-603 B1/A-603

10 W2 10' - 0" 6' - 0" 2' - 8" D1/A-603 C1/A-603 B1/A-603

8 W3 10' - 0" 2' - 8" 7' - 4" D1/A-603 C1/A-603 B1/A-603

4 W4 24' - 0" 7' - 6" 8' - 6" B1/A-511 D2/A-603 A1/A-511

1 W5 14' - 8" 6' - 0" 2' - 8" D1/A-603 B3/A-511 B1/A-603

LOUVER SCHEDULE

QUANTITY TYPE

SIZE DETAILS

FREE AREA

MAX

PRESSURE

DROP (WC)WIDTH HEIGHT SILL HEIGHT HEAD JAMB SILL

1 L1.1 1' - 4" 1' - 4" 11' - 4" D3/A-603 C3/A-603 B3/A-603 .35 SQF 0.15

1 L1.2 1' - 4" 1' - 4" 10' - 0" D3/A-603 C3/A-603 B3/A-603 .11 SQF 0.15

1 L1.3 1' - 4" 1' - 4" 10' - 0" D3/A-603 C3/A-603 B3/A-603 .38 SQF 0.15

2 L1.4 1' - 4" 1' - 4" 12' - 0" D3/A-603 C3/A-603 B3/A-603 .30 SQF 0.10

1 L2 2' - 0" 1' - 4" 10' - 0" D3/A-603 C3/A-603 B3/A-603 .74 SQF 0.15

2 L2.1 2' - 0" 1' - 4" 8' - 8" D3/A-603 C3/A-603 B3/A-603 .74 SQF

2 L3 1' - 0" 1' - 0" 21' - 0" A1/A603 A2/A-603 A3/A-603

2 L4 3' - 4" 1' - 4" 12' - 0" D3/A-603 C3/A-603 B3/A-603 1.6 SQF 0.15

1 L5 2' - 0" 2' - 0" 21' - 4" D3/A-603 C3/A-603 B3/A-603 .91 SQF 0.15

1 1/2" = 1'-0" D1

WINDOW HD

1 1/2" = 1'-0" C1

WINDOW JAMB

1 1/2" = 1'-0" B1

WINDOW SILL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1 1/2" = 1'-0" D3

LOUVER HEAD

1 1/2" = 1'-0" B3

LOUVER SILL

1 1/2" = 1'-0" C3

LOUVER JAMB

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1 1/2" = 1'-0" A1

LOUVER HEAD AT BOAT REPAIR

1 1/2" = 1'-0"

A2

LOUVER JAMB AT BOAT REPAIR

4"0' 8" 1'-4" 4"0' 8" 1'-4" 1 1/2" = 1'-0" A3

LOUVER SILL AT BOAT REPAIR

4"0' 8" 1'-4"

NOT TO SCALE

WINDOW TYPES

NOT TO SCALE

LOUVER TYPES

GENERAL WINDOW NOTES:

1. FOR GLAZING LEGEND REFER TO SHEET A-602.

2. ALL EXTERIOR WINDOW ASSEMBLIES MUST MEET WIND LOADS AND PRESSURES AS NOTED ON

STRUCTURAL SHEETS S-001 - S-003

3. EXTERIOR WINDOWS TO HAVE A MIN U-VALUE OF 0.36 AND A MAX SOLAR HEAT GAIN COEFFICIENT OF 0.34.

4. ALL EXTERIOR WINDOWS TO HAVE GLAZING TYPE 2A, HATCHED AREAS 2C

GENERAL LOUVER NOTES:

1. ALL EXTERIOR LOUVERS TO BE WIND DRIVEN RAIN RESISTANT TYPE.

2. ALL EXTERIOR LOUVERS MUST MEET WIND LOADS AND PRESSURES AS NOTED ON STRUCTURAL SHEETS S-001 - S-003.

3. ALL LOUVERS TO INCLUDE INSECT SCREENS.

0.15

.18 SQF

1" = 1'-0" D2

WINDOW JAMB

1" = 1'-0" C2

WINDOW JAMB / CORNER DTL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

0.15

BID

OPTION -

BOAT

REPAIR

BUILDING

1 1/2" = 1'-0" B2

WINDOW SILL AT FLASHING

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Sheets
A-241 - ADMIN / WAREHOUSE - SOUTH AND NORTH ELEVATIONS
A-603 - WINDOW AND LOUVER SCHEDULE AND DETAILS
2023-07-25T09:35:08-0400
Jamie Dubbe
I am signing to cerfity the authenticity of this document.
2023-07-25T09:35:11-0400
Jamie Dubbe
I am signing to cerfity the authenticity of this document.
2023-07-25T20:46:31-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-07-25T20:48:15-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-07-25T20:48:33-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-07-25T20:48:55-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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