UGM Simonka_AD3.2 DEMO ELEVATIONS_12.19.24.pdf
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- Solicitation number
- S-C25102-00012036
- Issued by
- Marion County, Junction City, Oregon
About this file
This is a demolition elevation drawing set for the Union Gospel Mission's Simonka Place renovation project in Keizer, Oregon, prepared by Merrick Lentz Architect. The drawings detail multiple exterior demolition elevations including courtyard north, east, and west views, as well as loading and entry elevations. The document provides specific demolition notes for removing existing lap siding, plywood siding, windows, frames, fascia boards, gutters, downspouts, portions of roof structure, concrete columns, and exterior walls.
The drawing set includes detailed specifications for temporary shoring requirements, weather protection measures, and structural considerations during demolition work. The demolition notes indicate careful preservation of certain existing elements like composition roofing and vertical channel siding while ensuring proper support for remaining structures during the removal process. These technical drawings are part of the RFP set dated December 19, 2024, for the facility renovation project with a total budget of approximately $3.38 million, which is partially funded through a federal HOME-ARP grant and subject to Davis-Bacon Act wage requirements.
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Text version
REMOVE EXISTING LAP SIDING AND UNDERLAYMENT
DOWN TO FACE OF SHEATHING.
REMOVE EXISTING PLYWOOD SIDING AND
UNDERLAYMENT DOWN TO FACE OF SHEATHING.
REMOVE EXISTING WINDOW AND FRAME
REMOVE EXISTING FASCIA BOARD AND UNDERLAYMENT
REMOVE EXISTING GUTTER AND DOWNSPOUTS
REMOVE PORTION OF EXISTING ROOF, INCLUDING
ROOFING, SOFFITS, EMBEDDED UTILITIES, AND ROOF
STRUCTURE. SHORE EXISTING TO REMAIN AS REQUIRED.
PROVIDE WEATHER PROTECTION IN PLACE AT
LOCATIONS EXPOSED TO WEATHER.
REMOVE EXISTING CONCRETE COLUMN
REMOVE PORTION OF EXISTING EXTERIOR WALL AS
REQ'D
PORTION OF EXISTING WALL TO BE REMOVED FOR NEW
WINDOW AND HEADER. SHORE ROOF STRUCTURE AS
REQ'S UNTIL NEW HEADER, CRIPPLE, AND KING STUDS
ARE INSTALLED.
PORTION OF EXISTING ROOF BEAM TO BE REMOVED
PORTION OF EXISTING NON-BEARING EXTERIOR WALL
TO BE REMOVED; SHORE EXISTING ROOF FRAMING AND
EXISTING CEILING IN PLACE AS REQ'D
REMOVE EXISTING CORNER TRIM, TYP. EA. SIDE OF
CORNER
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
D11
D12
EXISTING COMPOSITION
ROOFING TO REMAIN
D02D02D03 D03 D03 D03 D03 D03
D04 D05
EXISTING COMPOSITION
ROOFING TO REMAIN
D02
D04 D05
EXISTING ROOF FASCIA
TO REMAIN
LINE OF EXISTING
BUILDING
PLATE
LINE
8'- 0"
EXISTING VERT. CHANNEL
SIDING TO REMAIN
D04
D01
D06
D07
D08 D10
D02 D12
D02
D01
D06
D03 D03
D03 D03
D07
D08D10
D12 project name
12815 NE 126th Place, Kirkland, WA 98034 t.425.747.3177 www.mlarch.com
UNPUBLISHED WORK
© 2024 MERRICK LENTZ ARCHITECT
Unauthorized use or reproduction of these drawings or any part herein without the permission of
Merrick Lentz Architect is not permitted consultant stamp descriptionissued date checked by drawn by CSC drawing title
MDL
design development
11/18/24 RFP SET
Simonka Place Union Gospel Mission
5119 River Road North Keizer, OR 97303
Addition and
Interior Alteration
12/19/24 UPDATED RFP SET
DEMOLITION ELEVATION NOTES
AD3.2
EXTERIOR
ELEVATIONS -
DEMOLITION
SCALE: 1/8" = 1'-0"
F
A3.2
DEMO ELEVATION - COURTYARD NORTH
SCALE: 1/8" = 1'-0"
E
A3.2
DEMO ELEVATION - COURTYARD EAST
SCALE: 1/8" = 1'-0"
G
A3.2
DEMO ELEVATION - COURTYARD WEST
SCALE: 1/8" = 1'-0"
L
A3.2
DEMO ELEV. - ENTRY SOUTH
SCALE: 1/8" = 1'-0"
M
A3.2
DEMO ELEV.- LOADING NORTH
SCALE: 1/8" = 1'-0"
N
A3.2
DEMO ELEV. - LOADING WEST
SCALE: 1/8" = 1'-0"
K
A3.2
DEMO ELEV. - LOADING NORTH
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