UGM Simonka_A3.2 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 file contains exterior elevation drawings and notes for the Union Gospel Mission's Simonka Place renovation project in Keizer, Oregon, prepared by Merrick Lentz Architect. The architectural drawings detail multiple exterior views of the building including courtyard elevations (north, east, and west), entry elevations (north, west, and south), and loading dock elevations (north and west). The drawings specify extensive exterior modifications including new fiber reinforced cement (FRC) panel siding with vertical battens, rainscreen furring, weather-resistant barriers, manufactured stone cladding, new windows, various trim pieces, and flashing details. The drawings are dated December 19, 2024, marked as "UPDATED RFP SET."
The drawings are part of a larger design-build project with detailed specifications for exterior finishes and materials. Key elements include 5/16" FRC panels with 1x2 FRC vertical battens at 24" on center, new prefabricated metal gutters and downspouts, aluminum screen walls, and various trim configurations. The drawings indicate both replacement of existing elements and new construction details for the addition, maintaining consistency in materials and design throughout the facility. Scale for all elevations is noted as 1/8" = 1'-0", providing contractors with precise measurements for bidding and construction purposes.
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Text version
NEW SIDING OVER EXISTING SUBSTRATE, THUS: 5/16"
F.R.C. PANEL W/ 1x2 F.R.C. VERT BATTENS AT 24" O.C., OVER 1x4@16"o.c. RAINSCREEN FURRING, OVER NEW
W.R.B., OVER EXISTING PLYWOOD SHTH'G. REPLACE
EXISTING DAMAGED PLYWOOD SHTH'G WHERE REQ'D.
NEW SIDING AT NEW ADDITION, THUS: 5/16" F.R.C. PANEL
W/ 1x2 F.R.C. VERT BATTENS AT 24" O.C., OVER 1x4@16"o.c. RAINSCREEN FURRING, OVER W.R.B.
NEW 5/16" F.R.C. PANEL FASCIA OVER NEW W.R.B.
NEW VENEER MANUFACTURERED STONE CLADDING PER
SCHEDULE.
NEW WINDOW PER SCHEDULE W/IN EXISTING OPENING,
TO REPLACE EXISTING.
NEW WINDOW PER SCHEDULE IN NEW/MODIFIED
OPENING.
NEW CONT. 5/4 x 6 F.R.C. BASE TRIM W/ Z-FLASHING
OVER
NEW CONT. 1 x 3 F.R.C. RUNNING TRIM W/ Z-FLASHING
NEW CONT. 3/4" x 4 1/2" RUNNING TRIM W/ Z-FLASHING
NEW CONT. 1 x 4 F.R.C. RUNNING TRIM W/ Z-FLASHING
NEW 1 x 3 F.R.C. CORNER STANDING TRIM
NEW 1 x 3 F.R.C. CASING, TYP. ALL AROUND WINDOWS
NEW 5/4" x _ F.R.C. FASCIA
NEW PREFIN. METAL EDGE FLASHING; COLOR
INDICATED.
NEW COLUMN, REFER STRUCTURAL; W/ 5/16" F.R.C.
PANEL CLADDING EA. SIDE.
NEW ALUMINUM SCREEN WALL: 1.5"x4" ALUMINUM TUBE, POWDER COATED (COLOR TBD)
INFILL PORTION OF EXISTING WINDOW OPENING AS
REQ'D FOR NEW CLERESTORY WINDOW
NEW PREFIN. METAL FLASHING CAP
NEW 1 x 3 STANDING TRIM
NEW 1 x _ STANDING TRIM
NEW 5/4" x _ CONT. RUNNING EAVE TRIM
NEW PREFIN. METAL GABLE FLASHING
NEW PREFIN. METAL GUTTER; TO REPLACE EXISTING
WHERE APPLICABLE
NEW PREFIN. METAL DOWNSPOUT; TO REPLACE
EXISTING WHERE APPLICABLE. TIE INTO EXISTING
DRAINAGE SYSTEM CONNECTION POINTS
PAINT EXISTING CMU AND CONCRETE COLUMN, MATCH
PRIMARY BODY COLOR
EXISTING COMPOSITION
ROOFING TO REMAIN
P103
P10105 05 0507
24242424
A5.1
4A A5.1
4A A5.1
SIM
SIM
EXISTING COMPOSITION
ROOFING TO REMAIN
P103
P101 07
08 11
A5.1
EXISTING ROOF FASCIA
TO REMAIN
LINE OF EXISTING
BUILDING
PLATE
LINE
8'- 0"
EXISTING VERT. CHANNEL
SIDING TO REMAIN
9'- 9"
1'- 3"
'-0
3'-
0"
P101
P101
P101
P101 P103
P101
P101 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
EXTERIOR ELEVATION NOTES
A3.2
EXTERIOR
ELEVATIONS
SCALE: 1/8" = 1'-0"
F
A3.2
EXTERIOR ELEVATION - COURTYARD NORTH
SCALE: 1/8" = 1'-0"
E
A3.2
EXTERIOR ELEVATION - COURTYARD EAST
SCALE: 1/8" = 1'-0"
G
A3.2
EXTERIOR ELEVATION - COURTYARD WEST
SCALE: 1/8" = 1'-0"
H
A3.2
EXT. ELEV. - ENTRY NORTH
SCALE: 1/8" = 1'-0"
J
A3.2
EXT. ELEV. - ENTRY WEST
SCALE: 1/8" = 1'-0"
K
A3.2
EXT. ELEV. - ENTRY SOUTH
SCALE: 1/8" = 1'-0"
L
A3.2
EXT. ELEV. - ENTRY SOUTH
SCALE: 1/8" = 1'-0"
M
A3.2
EXT. ELEV. - LOADING NORTH
SCALE: 1/8" = 1'-0"
N
A3.2
EXT. ELEV. - LOADING WEST
SCALE: 1/8" = 1'-0"
P
A3.2
EXT. ELEV. - LOADING NORTH
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