Attachment O - Revised Sheet A-302.pdf

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Attached to
DESIGN-BID-BUILD, P-347 PERIMETER SECURITY IMPROVEMENTS, PORTSMOUTH NAVAL SHIPYARD, NCTS CUTLER, MAINE
Solicitation number
N4008525R2609
Issued by

About this file

This document is an architectural wall section drawing (Sheet A-302) for a P-347 Perimeter Security Inspection Station project at the Naval Station in Norfolk, Virginia, and Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic site. The detailed technical drawing provides comprehensive wall section specifications at multiple scales (3/4" = 1'-0"), including precise construction details for various building components such as precast concrete panels, metal roofing, insulation, structural elements, and specialized security features like bullet-resistant glazing and transaction windows.

Key technical specifications include multiple wall assembly types with detailed layering of materials, including CMU (concrete masonry unit) walls, metal studs, insulation types (rigid, spray foam, batt), air/vapor barriers, siding options, and specialized security elements like insulated ballistic-rated window units meeting UL 752 Ballistic Level III standards. The drawing is part of the Naval Facilities Engineering Systems Command project for improvements at Cutler, Maine, under contract number N40085-19-D-9008 T008, with the drawing revised on 14 September 2023 and plotted for potential use on 5/19/2025.

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Other files

File Type Posted
N4008525R2609 Amendment 0009.pdf PDF
Attachment P - Revised Sheet A-002.pdf PDF
N4008525R2609 Amendment 0008.pdf PDF
Attachment M - Statement_of_Special_Inspections 03-20-2025.pdf PDF
Attachment N - Schedule of Special Inspections.pdf PDF
Attachment L - Schedule of Special Inspections 2024.pdf PDF
N4008525R2609 Amendment 0007.pdf PDF
N4008525R2609 Amendment 0006.pdf PDF
N4008525R2609 Amendment 0005.pdf PDF
N4008525R2609 Amendment 0004.pdf PDF
N4008525R2609 Site Visit Log.pdf PDF
Price Proposal Form - Rev 1.pdf PDF
N4008525R2609 Amendment 0003.pdf PDF
N4008525R2609 Amendment 0002.pdf PDF
N4008525R2609 Amendment 0001.pdf PDF
DD5512 Form.pdf PDF
Time Sensitive - Access Instructions - Cutler P-347 Site Walk.pdf PDF
Time Sensitive - Access List - Cutler Site Walk.xlsx XLSX spreadsheet
Attachment F - Past Performance Questionnaire.pdf PDF
Attachment D - Price Proposal Form.pdf PDF
Attachment C - PIEE Vendor Access Instructions.pdf PDF
Attachment K - JA Interior Finishes Redacted.pdf PDF
Attachment G - Historical Small Business Utilization.pdf PDF
Attachment A1 - Work Order 1663840 1.pdf PDF
Attachment A4 - Work Order 1663840 4.pdf PDF
Attachment A2 - Work Order 1663840 2.pdf PDF
Attachment A - Specifications.pdf PDF
Attachment A5 - Work Order 1663840 5.pdf PDF
Attachment A3 - Work Order 1663840 3.pdf PDF
Attachment E - Construction Experience Project Data.pdf PDF
Attachment B -Pre-Proposal Inquiry Log.xlsx XLSX spreadsheet
Attachment I - Small Business Subcontracting Plan.pdf PDF
Attachment H - Small Business Participation Commitment.pdf PDF
Attachment J - Contractor Exempt Purchase Certificate.pdf PDF
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Text version

FINISH FLOOR

0' - 0"

A-501

B1

2'-2"

MECH

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

1'-4"

A-501

B3

A-502

B3

A-502

A3

INSPECTION OFFICE

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

6"

2' -8

INSPECTION OFFICE

RFI/SECURE ROOM

A

5.00°

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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GRAPHIC SCALE(S)

SHEET KEYNOTES#

SCALE: 3/4" = 1'-0" (A-101)

A3

WALL SECTION

SCALE: 3/4" = 1'-0" (A-101)

A2

WALL SECTION

1 THRU WALL FLASHING WITH WEEPS AT PRECAST PANEL JOINTS

2 CMU BOND BEAM, REFER TO STRUCTURAL DRAWINGS

3 PRE-FINISHED ALUMINUM VENTED SOFFIT

4 5/8" GWB ON 1 1/2" METAL FURRING AT 24" OC

5 CEILING AS SCHEDULED

6 METAL ROOF TRUSS, REFER TO STRUCTURAL DRAWINGS

7 10 MIL VAPOR BARRIER

8 CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS

9 EXPANSION JOINT MATERIAL, REFER TO STRUCTURAL DRAWINGS

10 PRECAST CONCRETE PANEL

11 DOWEL PIN CONNECTION PER PRECAST PANEL MANUFACTURER

12 2" RIGID INSULATION, FROM TOP OF FOOTING TO 2'-0" HORIZONTALLY

UNDER SLAB ON GRADE

13 CONCRETE FOUNDATION WALL, REFER TO STRUCTURAL DRAWINGS

14 CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS

15 PERIMETER FOUNDATION DRAIN, REFER TO STRUCTURAL AND CIVIL

DRAWINGS

16 1.5" THICK (MIN) XPS INSULATION, TYPE V PER ASTM C578, ALLOWABLE

BEARING CAPACITY = 4,800 PSF. SEE STRUCTURAL DETAILS

17 AGGREGATE BED, REFER TO STRUCTURAL DRAWINGS

18 DAMPPROOFING BELOW GRADE

19 APPROXIMATE GRADE, REFER TO CIVIL DRAWINGS

20 3 5/8" METAL STUD AT 12" OC AT EVERY OTHER TRUSS BAY.

COORDINATE WITH TRUSS BLOCKING DETAIL PER STRUCTURAL

DRAWINGS

21 1/2" EXTERIOR PLYWOOD SHEATHING

22 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB ONE SIDE

23 BASE AS SCHEDULED, TYP.

24 COUNTERTOP

25 STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS

26 CSE COMBO TRANSFER TRANSACTION WINDOW STATION WITH 619S

TRANSACTION DRAWER. COVENANT SECURITY EQUIPMENT WITH LEVEL

#1 BULLET RESISTANT GLAZING

27 DUAL BAR SNOW GUARD SYSTEM

28 24" WIDE SUB-SLAB RIGID INSULATION ALONG PERIMETER (R-20 MIN.)

29 1 1/2" METAL STUD @ 24" OC

30 1" RIGID POLYSTYRENE INSULATION (R-5 MIN.)

31 8" CMU GROUTED SOLID, REFER TO STRUCTURAL DRAWINGS

32 SHEET-APPLIED AIR/WATER-RESISTIVE BARRIER

33 ALUMINUM GUTTER

34 STANDING SEAM METAL ROOF

35 FASCIA - PRE-FINISHED ALUMINUM WRAPPED 1/2" EXTERIOR PLYWOOD

SHEATHING

36 BENT PLATE, CONTINUOUS, REFER TO STRUCTURAL DRAWINGS

37 1/4" GLASS-MAT ROOF BOARD

38 SHEET-APPLIED AIR/VAPOR BARRIER

39 METAL ROOF DECK, REFER TO STRUCTURAL DRAWINGS

40 3" CLOSED CELL SPRAY FOAM INSULATION (R-20 MIN.)

41 5/8" COVER BOARD ON 5" POLYISOCYANURATE INSULATION (MIN. R-30

ASSEMBLY)

42 3" EXTRUDED POLYSTYRENE RIGID INSULATION (R-15 MIN.)

43 VINYL HORIZONTAL LAP SIDING. ATTACH TO NON-METALLIC 3" Z-GIRTS

VERTICALLY SPACED AT 12" O.C. ATTACH Z-GIRTS TO CMU WALL WITH

MASONRY SCREWS (3" EMBED MIN)

44 1 X 6 COMPOSITE VINYL TRIM BOARD

45 PRE-FINISHED ALUMINUM SILL FLASHING

46 2 X WOOD BLOCKING, TREATED

47 VINYL SHAKE SIDING. ATTACH TO NON-METALLIC 3" Z-GIRTS

VERTICALLY SPACED AT 12"O.C. ATTACH Z-GIRTS TO CMU WALL WITH

MASONRY SCREWS (3" EMBED MIN)

48 1 X 8 COMPOSITE VINYL TRIM BOARD

49 INSULATED WINDOW UNIT WITH BALLISTIC RATED MATERIAL TO MEET

UL 752, BALLISTIC LEVEL III ON EXTERIOR FACE OF FRAME

50 CONCRETE WALK, SEE CIVIL DRAWINGS

51 STEEL SUPPORT 'L' COUNTER BRACKET

52 6" METAL STUD @ 24" OC

53 R-13 BATT INSULATION

54 5/8" GWB

55 FILL METAL DECK FLUTES WITH BATT INSULATION

56 STEEL JOIST, REFER TO STRUCTURAL DRAWINGS

57 HOLLOW METAL DOOR AND FRAME AS SCHEDULED

58 ALUMINUM THRESHOLD SET IN FILL BED OF SEALANT

59 VINYL SIDING

60 7/8" METAL FURRING AT 24" OC HORIZONTALLY

61 1/2" EXPANSION JOINT

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

SCALE: 3/4" = 1'-0" (A-101)

A4

WALL SECTION

SCALE: 3/4" = 1'-0" (A-301)

A1

WALL SECTION

M A

R K

D E

S C

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N D

A T

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M E

N T

P

P I

/1

9/

Sheets
A-002 - INSPECTION STATION - AIR BARRIER
A-302 - INSPECTION STATION - WALL SECTIONS

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