UGM Simonka_A4.1 SECTIONS_12.19.24.pdf
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- Solicitation number
- S-C25102-00012036
- Issued by
- Marion County, Junction City, Oregon
About this file
This document is an architectural drawing (sheet A4.1) showing building sections for the Union Gospel Mission's Simonka Place renovation project in Keizer, Oregon, created by Merrick Lentz Architect. The drawing details three building sections - an existing building section and two sections showing planned additions/modifications. The sections include comprehensive construction notes and specifications for elements such as roof assemblies, wall structures, foundations, windows, ventilation systems, and various architectural components. The drawing is dated December 19, 2024, marked as an "UPDATED RFP SET."
The technical specifications include detailed notes for both existing elements to remain and new construction components. Key features include new vented roof assemblies, exterior bearing walls, footing and foundation requirements, interior partitions, and ceiling systems. The drawings indicate careful integration of new construction with existing building elements, suggesting a phased approach to maintain facility operations during renovation. The sections show specific dimensions and architectural details necessary for contractors to understand the scope and complexity of the renovation work, which is part of a larger $3.38 million project that must comply with Davis-Bacon Act and BOLI prevailing wage requirements.
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Text version
05 05
06A06A
4A A5.1
4B A5.1
3A A5.1
3B A5.1
EXISTING SLAB ON GRADE
EXISTING FOOTING/ FOUNDATION TO REMAIN
EXISTING UNVENTED ROOF ASSEMBLY TO REMAIN
EXISTING ROOF ASSEMBLY TO REMAIN; RETAIN
EXISTING VENT PATH
EXISTING PARAPET WALL TO REMAIN
EXISTING INTERIOR WALL TO REMAIN, TYP.
(BEARING AT "A")
EXISTING SUSPENDED GWB CEILING SYSTEM TO
REMAIN, TYP. (1-HOUR ROOF-CEILING ASSEMBLY W/
"DONN" OR EQ. SUSPENSION SYSTEM)
EXISTING EXTERIOR WALL ASSEMBLY TO REMAIN W/
NEW CLADDING PER ELEVATION
PORTION OF EXISTING EXTERIOR WALL ASSEMBLY
TO REMAIN W/ NEW CLADDING PER ELEVATION
NEW GUTTER AND DOWNSPOUT TO REPLACE
EXISTING (NEW AT "A")
EXISTING OVERHANG W/ NEW CLADDING PER
ELEVATION
NEW HEADER PER STRUCTURAL; INSULATE VOIDS
W/ RIGID INSUL.
NEW OPENING IN EXISTING WALL W/ NEW EXTERIOR
WINDOW AND FRAME
NEW 5/16" F.R.C. PANEL SOFFIT W/ NEW CONT. 2"
VENT TYP.
NEW EXTERIOR BEARING WALL PER PLAN &
SCHEDULE; REFER STRUCTURAL FOR HEADERS AT
OPENINGS; PLATE HEIGHT AS REQ'D TO ALIGN NEW
ROOF WITH EXISTING ADJACENT ROOF
NEW VENTED ROOF ASSEMBLY PER SCHEDULE;
MAINTAIN VENT PATH AT TOP AND BOT. MATCH
EXISTING ROOF SLOPE AND ALIGN NEW DECK W/
EXISTING ROOF DECK
NEW FOOTING AND FOUNDATION PER STRUCTURAL;
W/ NEW 4" PVC FOOTING DRAIN TO TIE INTO
EXISTING
NEW 4" SLAB ON GRADE PER STRUCTURAL OVER 10
MIL UNDERLAYMENT W/ TAPED SEAMS OVER 4"
COMPACTED GRAVEL BASE
NEW INTERIOR NON-BEARING PARTITION WALL
NEW 5/8" TYPE "X" GWB CEILING PER CEILING PLAN,
ALIGN W/ EXISTING CLG; (1 HR ROOF-CEILING
ASSEMBLY AS INDICATED)
CONT. ON-ROOF VENT (COR-A-VENT "IN-VENT", OR
EQ.) W/ 2"X6" VENT HOLES PER 12"o.c.
2x10 OVERHANG W/ 4' BACKSPAN LAPPED TO EA.
ROOF JOIST
NEW CONT. 5/4"x12 F.R.C. EAVE TRIM
NEW WINDOW AND FRAME, TYP.
SHEAR PANEL PER STRUCTURAL EA. JST SPACE
NEW BUILT-UP OVERHANG; MATCH AND ALIGN W/
EXISTING ELEVATION, DEPTH AND WIDTH
BEAM PER STRUCTURAL; W/ 1x_ F.R.C. TRIM BOT.
AND SIDES, TYP.
ENTRY CANOPY FRAMING PER STRUCTURAL;
2x8@16"o.c.; W/ LAPPED, SLOPED 2x4 @ EA. JST.
SLOPE 1/4":12" TO DRAIN
SINGLE PLY ROOFING
METAL SCREEN BEYOND PER ELEVATION
1x4 T&G CEDAR SOFFIT; W/ CONT. 2" SOFFIT VENT.
PROVIDE 2x4@24"o.c. BLK'G EA. JST SPACE
INFILL EXISTING OPENINGS W/ NEW 2x_@16"o.c.
FRAMING W/ 5/8" TYPE "X" GWB EA. SIDE; INSULATE
FULL WALL THICKNESS. TIE NEW GWB INTO
EXISTING AND MATCH FINISH
NEW GWB ON EXISTING STUD WALL
BRACE EXISTING WALL IN PLACE WHILE NEW ROOF
FRAMING IS INSTALLED; TIE EXISTING FRAMING INTO
NEW AS REQ'D
EXISTING INTERIOR NON-BEARING PARTITION WALL
TO BE REMOVED, SHORE EXISTING CEILING AS
REQ'D
NEW INFILL 5/8" TYPE "X" GWB CEILING AS REQ'D;
TIE INTO EXISTING AND MATCH TEXTURE
REMOVE EXISTING HALLWAY WAINSCOT BELOW
RUNNING TRIM PER PLAN. REMOVE WALL BASE.
EXISTING RUNNING TRIM TO REMAIN.
EXISTING ROOF
ASSEMBLY TO
REMAIN;
ALIGN W/ EXISTING
OVERHANG
202020
10A
'-0
MATCH
EXISTING
MA
TC
H
EX
IS
TIN
G
A5.1
1'-3"
'-0
9'-
X
AX.0
A5.1 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
SCALE: 1/4" = 1'-0"
A
A4.1
BUILDING SECTION - EXISTING BUILDING
EXTERIOR ELEVATION NOTES
A4.1
BUILDING
SECTIONS
SCALE: 1/4" = 1'-0"
B
A4.1
BUILDING SECTION - ADDITION
SCALE: 1/4" = 1'-0"
B
A4.1
BUILDING SECTION - ADDITION/ENTRY
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| A4.1 |
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