AB501 Rev 1.pdf

PDF 345 KB Posted

Attached to
Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
Solicitation number
n44255
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document package includes construction drawings and details for a vessel maintenance facility project. The drawings depict foundation details, wall sections, and panel mounting information for the construction of a general purpose berthing pier and trestle, maintenance facility building with parking and fuel distribution infrastructure. Relevant project specifications are referenced on the drawings including structural components, wall types, door schedules, and panel types.

The related federal contract opportunity is a solicitation to construct the facilities depicted in the drawings to support operations of the Maritime Force Protection Unit at Naval Base Kitsap-Bangor in Washington. The project includes a berthing pier and trestle with controlled access, maintenance building for vessel repair work, parking areas, and a fuel distribution and storage system. The facilities are intended to enable the Unit's security escort mission for submarines transiting to and from test ranges through the Strait of Juan de Fuca. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command.

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Text version

1/ 2"

1/ 2"

1/4" STEEL PLATE DOOR

SILL

1/2"∅ WELDED STUD @

24" OC

CONCRETE FOUNDATION

VAPOR BARRIER, TYPICAL

BELOW CONCRETE SLAB

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

STEEL SUPPORT FRAME FOR

COILING DOOR, SEE STRUCTURAL

OVERHEAD COILING DOOR

TRACK BY MANUFACTURER

OVERHEAD

COILING DOOR

BACKER ROD & SEALANT,

TYPICAL

D O

O R

O P

E N

IN

G

'-0

2"

SEALANT, TYPICAL

STEEL FRAME,

SEE DOOR SCHEDULE

ON SHEET AB602

STEEL DOOR,

SEE DOOR SCHEDULE

ON SHEET AB602

METAL STUD

WEATHER STRIP, TYPICAL

SEE WALL TYPES ON SHEET AB601

1/ 2"

SEE DOOR SCHEDULE ON

SHEET AB602 FOR

DOOR TYPE

CONCRETE FOUNDATION

THERMAL BREAK ALUMINUM

THRESHOLD SET IN FULL

BED OF SEALANT

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

1 1/2" MIN

5" X 3-1/2" X 1/4"

STEEL ANGLE BASE

COVER

1/2" THREADED ROD

ANCHORS, NUTS &

WASHER WITH 4"

EMBEDMENT DEPTH AT 24"

OC, TYPICAL WHERE

INSULATION WOULD

OTHERWISE BE EXPOSED

PERIMETER R-20 x 24"H

INSULATION,

TYPICAL

CONCRETE SLAB

CONCRETE FOUNDATION

METAL FLASHING

CONCRETE FOUNDATION

METAL STUD WALL

STANDING SEAM INSULATED

PANEL SYSTEM OVER GIRTS

R-20 RIGID INSULATION

1/8" STEEL PLATE SILL W/

COUNTERSUNK FASTENERS

AT 32" O.C.

CONTINUOUS METAL

FLASHING AND CLOSURE

PER METAL BUILDING

MANUFACTURER

TRANSLUCENT PANEL

TRANSPARENT WINDOW

(SEE PANEL TYPES ON

SHEET AB604 FOR

OPERABLE LOCATIONS)

GYPSUM WALLBOARD

OPAQUE PANEL

SEE

SEE

4" M

IN

4" M

IN

A3

AB501

A3

AB501

STEEL SUPPORT FRAME FOR

COILING DOOR, SEE STRUCTURAL

D O

O R

O P

E N

IN

G

'-0

OVERHEAD COILING DOOR, SEE DOOR

SCHEDULE ON SHEET AB602

UTILITY LEVEL

16' - 0"

TWO LAYERS OF 5/8" GWB

8" METAL JOIST

NOTE: HORIZONTAL ASSEMBLY TO BE CONSTRUCTED IN ACCORDANCE

WITH GYPSUM ASSOCIATION # FC 4490. 1 HOUR RATED ASSEMBLY.

HEADER BEAM, SEE STRUCTURAL

B1

B1

3/4" PLYWOOD

UTILITY LEVEL

16' - 0"

TWO LAYERS

OF 5/8" GWB

NOTE: HORIZONTAL ASSEMBLY TO BE CONSTRUCTED IN ACCORDANCE

WITH GYPSUM ASSOCIATION # FC 4490. 1 HOUR RATED ASSEMBLY.

MOMENT FRAME,

SEE STRUCTURAL

COMPOSITE DECK,

SEE STRUCTURAL

GUARDRAIL,

SEE A1/SB501

SEE WALL TYPES ON

SHEET AB601

STAINLESS STEEL OVER

(2) 3/4" PLYWOOD COUNTERTOP

LOCKING BAR &

LIFTING HANDLE

COILING SHUTTER GUIDE

STAINLESS STEEL CLOSURE

2'-10"

1'-4"

4"

MAX

REPAIR BAY

701 N 36TH STREET, SUITE 330

SEATTLE, WA 98103

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

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FIRE PROTECTION

D. GIBSON/T. BOLING

1389895

RYAN HENDRYX

STATE OF WASHINGTON

REGISTERED

ARCHITECT

10445

B. KOPP

B. GALLOWAY

B. NIXON

:4 :4

A M

C U s e rs m h a h n D o c u m e n ts P B L D G A R N E W

C E N T R A L m h a h n M A V P .r vt

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MHRH KP

AB501

SCALE: 1 1/2" = 1'-0"A1 AB602

COILING DOOR THRESHOLD

SCALE: 1 1/2" = 1'-0"B1 AB602

COILING DOOR JAMB

SCALE: 3" = 1'-0"B2 AB602

DOOR HEAD, TYP (JAMB SIM)

SCALE: 1 1/2" = 1'-0"A2 AB602

DOOR THRESHOLD, TYP

SCALE: 3" = 1'-0"A3 AB301, AB302, AB501

BASE COVER

SCALE: 3" = 1'-0"A4 AB301, AB302

PANEL MOUNTING

SCALE: 1 1/2" = 1'-0"C1 AB602

COILING DOOR HEAD

SCALE: 1 1/2" = 1'-0"C2 AB101, AB102

WALL SECTION

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

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

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

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

2'0' 6" 1'

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

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

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

SHEET NOTES

1. REFER TO SB102 AND SB103 FOR

STRUCTURAL.

2. REFER TO AB602 FOR WALL TYPES.

3. REFER TO AB602 FOR DOOR SCHEDULE.

4. REFER TO AB604 FOR PANEL TYPES.

SCALE: 1" = 1'-0"C3 AB102, AB103

MECHANICAL PLATFORM SECTION

16046696

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

P

PI

8.

.2

M C H

2'0' 6" 1'

1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"B3 AB101

SERVICE COUNTER

Sheets
AB101 - FIRST FLOOR PLAN
AB104 - ROOF PLAN
AB111 - PRESSURE WASHER ENCLOSURE (PWE) PLANS, SECTIONS, ELEVATIONS, SCHEDULES
AB501 - DETAILS
AB502 - BUILT-IN STORAGE ALCOVE DETAILS
AB603 - ROOM FINISH SCHEDULES

File details come from the government source that posted it. Updated .