Attachment 2 - Building drawing - A10FG.pdf

PDF 130 KB Posted Feb 16, 2023

Attached to: FOREST GROVE ARMORY BLDG 1002 REROOF
Solicitation number: S-24800-00005839
Issued by: Washington County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an architectural drawing of the Forest Grove Armory Building 1002 in Oregon. The project involves the removal and replacement of the existing standing seam metal roof, insulation, gutters, and downspouts at this facility. The project is being conducted by the Oregon Military Department within Washington County, Oregon. No additional details regarding response dates, site visits, award dates, or contract terms are provided in the drawing.

The drawing provides technical details about the construction of the building, including the 8" masonry unit wall, steel beams, metal roof, sectional overhead door, and other structural elements. Pricing information, funding sources, and other salient commercial terms are not included in this architectural drawing.

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Other files

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prebid attendee list 220059C001.pdf	PDF	Feb 16, 2023
Addendum 1 220059C001 Final.pdf	PDF	Feb 16, 2023
Attachment 1 - Site Plan - Richard A Miller Armory - 41A72_RPI_2014.pdf	PDF	Feb 16, 2023
220059C001 Abstract Final Results RW.pdf	PDF	Feb 16, 2023
ITA 220059C001 Anura Emerick RW.pdf	PDF	Feb 16, 2023
Oregon Standard Terms Conditions v2021_12.pdf	PDF	Feb 16, 2023
220059C001 Preliminary Results.pdf	PDF	Feb 16, 2023
ITB 220059C001 Final for posting.pdf	PDF	Feb 16, 2023

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AutoCAD SHX Text oregon military department

AutoCAD SHX Text Contents:

AutoCAD SHX Text Job No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text P90-0802

AutoCAD SHX Text 11/13/92

AutoCAD SHX Text Hanson Dunahugh Nicholson

AutoCAD SHX Text Architects AIA pc

AutoCAD SHX Text Architecture Urban Design

AutoCAD SHX Text Environmental Planning

AutoCAD SHX Text 215 Northwest Park Avenue

AutoCAD SHX Text Portland, Oregon 97209

AutoCAD SHX Text Telephone: (503) 224-0110

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DETACHED

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AutoCAD SHX Text A R M O R Y

AutoCAD SHX Text A-10

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KEYNOTES:

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GENERAL NOTES:

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STORAGE

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STORAGE

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BUILDING PLAN

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FLAMMABLE STORAGE

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FLASHING BEYOND

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8" MASONRY UNIT WALL

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STEEL BEAMS AT 1/3 POINTS

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8 X 3", 16 GA, "ZEE" OR "CEE" @ 36" O.C.

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METAL ROOF

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SECTIONAL OVERHEAD DOOR

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GUTTER

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WEST

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PLAN

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NORTH

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SECTION

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BUILDING

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BOS

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BOS

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BOS = BOTTOM OF STRUCTURE

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DOWNSPOUT FROM GUTTER ABOVE, SPLASHBLOCK BELOW

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TYP

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SEE STRUCTURAL

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ROOF LINE BEYOND

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CONCRETE FLOOR SLAB - SEE STRUCTURAL

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FOOTINGS - SEE STRUCTURAL

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EXPANSION JOINT - TYP @ MID-POINT

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OF BOTH 60'-0" LONG MASONRY WALLS

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STORAGE

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ST2

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ST3

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LARRY D. NICHOLSON

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PORTLAND, OREGON

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ST1

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TYPICAL

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TYPICAL

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TYPICAL

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ABOVE - TYPICAL

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WIRE MESH PARTITION - EXTEND TO ROOF DECK

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MASONRY WALL

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NORTH

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ELEVATION

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LINE OF BEAM BEYOND

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VINYL BACKED BATT INSULATION

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ELEVATION

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SOUTH

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FIN FLR

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3 1/2" METAL STUDS AT 24" O.C. WITH 5/8" GYP.

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GYP. BOARD EACH SIDE. ALLOW 1" FOR DEFLECTION.

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FIN FLR

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EAST

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4'-0" WIDE X 7'-0" TALL GATE WITH MANUF.

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STANDARD HARDWARE INCLUDING LOCKING HASP FOR

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PADLOCK.

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BOLLARD - SEE CIVIL

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EXTEND FLANGES OF INSULATION OVER "CEE'S" OR

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"ZEE'S"

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4" HIGH CONC. CURB

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W/ (1) #4 BAR (POUR

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CONT. WITH SLAB)

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TYP. AT DOORWAY

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AS BUILT

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File details come from the government source that posted it. Updated Apr 3, 2024.