NOAA OMAO Drawings_07242023.pdf
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- Attached to
- NOAA OMAO Ship and Support Facility Relocation, Naval Station Newport, Newport, Rhode Island
- Solicitation number
- N4008523R2527
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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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
A
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
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1562331
RS/RC
EJA
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
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
W
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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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