UGM Simonka_RFP SET REV1_12.19.24.pdf

'-0

SI

DE

YA

RD

SE

TB

AC

K

'-0

SI

DE

YA

RD

SE

TB

AC

K

EXISTING

BUILDING

EXISTING

LOADING AREA

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING ACCESSIBLE

PARKING TO REMAIN

EXISTING 14

PARKING SPACES

EXISTING 9

PARKING SPACES

EXISTING 9

PARKING SPACES

EXISTING

LANDSCAPING

EXISTING

LANDSCAPING

EXISTING CONC.

CURB, TYP.

EXISTING

COURTYARD

PAVING TO

REMAIN

EXIST'G CHAIN LINK FENCE W/

36" GATE, W/ PANIC

HARDWARE

EXISTING DRIVEWAY/

APPROACH

EXIST'G ROOF OVERHANG

EXISTING CANOPY

STRUCTURE

EXISTING

CONCRETE

SIDEWALK TO

REMAIN

5'- 0"

6'-0" 5'-0" 6'-0"

EXISTING CONCRETE

SIDEWALK AND PAVER

PATIO TO REMAIN

6'-0"

6"

PROPOSED ADDITION

= 523 S.F.

EXISTING SIGN

'-0

15'-0"

10'-0"

S01

S01

S02 S02

S02

9'-6"

S04

S05 S06

S06

S07

S08

S09 S09

S10

S10

S11

S11

S11

S12

S12

S12

S13

S13 10'-9" S15

S14

ONLY

DO NOT ENTER

ONLY

DO

N

OT

E

NT

ER

S16

S16

S16

S16

S17

DNDN

NEW 4" CONCRETE SIDEWALK TO REPLACE EXIST'G;

BROOM FINISH

NEW CONC. RAMP DOWN (1:12 SLOPE, 6" RISE), TYP.

EA. SIDE OF LANDING

NEW CONC. LANDING FLUSH W/ PAVING; W/ 24"

WIDE DETECTABLE WARNING STRIP AT PAVING

EDGE

NEW 4" CONCRETE SLAB AT ENTRY

ALIGN NEW CURB W/ EXISTING

ASPHALT PATCH AS REQ'D AS REQUIRED FOR NEW

SIDEWALK/ CURB

NEW AT-GRADE SIGN LIGHT; TYP. EA. SIDE

NEW WHEEL STOP, TYP.

EXISTING 12' LIGHT POLE, WITH NEW DUAL HEAD

LED AREA LIGHTS PER SCHEDULE.

EXISTING 12' LIGHT POLE, WITH NEW SINGLE HEAD

LED AREA LIGHT PER SCHEDULE.

ADD ALTERNATE #1: DEMO EXISTING PERIMETER

FENCE. INSTALL NEW 8' CHAIN LINK FENCE W/ PVC

PRIVACY SLATS, TYP. 3 SIDES. DEMO EXISTING

LANDSCAPING AS REQ'D FOR INSTALL OF NEW

FENCE.

ADD ALTERNATE #2: INSTALL NEW 8' CHAIN LINK

FENCE

ADD ALTERNATE #2: INSTALL NEW 15' WIDE

ROLLING GATE, 8' TALL; MOTORIZED, WITH EXIT

AND SAFETY SENSORS, W/ RFID AND KEY PAD

ENTRY ON POST. PROVIDE POWER AND LOW

VOLTAGE IN SEPARATE CONDUITS FROM BUILDING

TO OPERATORS AND MAKE ALL REQUIRED

CONNECTIONS. PATCH AND REPAIR ASPHALT AND

CONCRETE PAVING AS REQUIRED.

ADD ALTERNATE #2: NEW 3' WIDE CHAIN LINK EXIT

GATE, WITH EXTERIOR-RATED EXIT HARDWARE

AND SECURITY PLATE

ADD ALTERNATE #2: NEW CURB, WITH 36" WIDE

ASPHALT STRIP FOR GATE STACKING

NEW PAINTED DIRECTIONAL ARROW (WHITE), TYP.;

W/ TEXT AS INDICATED

ADD ALTERNATE #1: RETAIN AND REINSTALL

EXISTING ACCESSIBLE PARKING SIGN AT THE HEAD

OF ACCESSIBLE PARKING SPACE, TYP. (2) LOC'S)

S01

S02

S03

S04

S05

S06

S07

S08

S09

S10

S11

S12

S13

S14

S15

S16

S17 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" = 20'-0"

SITE PLAN

SITE PLAN NOTES

A1.1

SITE PLAN

AutoCAD SHX Text R I V E R R O A D N O R T H

AutoCAD SHX Text

S1°56'OO" W 163.02'

AutoCAD SHX Text N0°16'3O"E 163.00'

AutoCAD SHX Text S86°44'42"E 445.04'

AutoCAD SHX Text N86°44'42"W 446.11'

ACCESSIBLE

LEARNING CENTER

NLF LOUNGE

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

DORM

EXISTING

DORM

180A

HALL

180B

HALL

SHOWERS

STOR.

EXISTING

CASE MNGR

EXISTING

CASE MNGR

EXISTING

CASE MNGR

EXISTING

CASE MNGR

EXISTING

STOR.

EXISTING

STOR.

EXISTING

RECEPTION

EXISTING

LOBBY

EXISTING

IT

EXISTING

NLF OFFICE

EXISTING

NLF OFFICE

EXISTING

NLF OFFICEEXISTING

CLASSROOM

EXISTING

STAFF BREAKEXISTING

109A

STOR.

EXISTING

CORRIDOR

EXISTING

110C

CORRIDOR

EXISTING

CORRIDOR

EXISTING

141B

CHAPEL

EXISTING

VESTIBULE

101A

RECEPTION

NEW

HEALTH CONSULT

EXISTING

CORRIDOR

EXISTING

CORRIDOR

EXISTING

CORRIDOR

EXISTING

CORRIDOR

NEW

I.T.

EXISTING

141A

CHAPEL

EXISTING

R.R./SHOWERS

EXISTING

R.R./SHOWERS

EXISTING

PRAYER RM.

EXISTING

DAY ROOM

EXISTING

MEDS

EXISTING

CLINIC

NEW

OFFICE

EXISTING

OFFICE

EXISTING

WORKSHOP

EXISTING

MECHANICAL

EXISTING

STAFF

EXISTING

DINING ROOM

EXISTING

KITCHEN

EXISTING

PANTRY

EXISTING

RECEIVING

EXISTING

STORAGE

EXISTING

LAUNDRY

EXISTING

DRY STOR.

NEW

ADA DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STORAGE

D10

D10D10

D10

D10

D10

D10

D10

D03 D03 D03 D04 D03D04D04D04 D04

D04 D04 D04

D04

D04

D04

D04

D04

ABV

D01D05

D05

D05

D05

D05D05D05

D05

D05

D05

D06

D06 D06

D06D06

D07

D07

D07

D07

D07D07

D07D07D07 D07D07

D07

D07

D07D07

D07

D07

D07

D07

D07

D05D05

D05

D10

D11

D12

D11

D12

D02

D02

D09

C

AD3.1

A

AD3.1

M

AD3.2

N

AD3.2

D

AD3.1

E

AD3.2

F

AD3.2

G

AD3.2

D

AD3.1

B

AD3.1

A

AD3.1

K

AD3.2

L

AD3.2

D13

D13

D05D06 D06D06

D16D15

D15

D14

D10

D10

D10

D10

D10

PORTION OF EXISTING EXTERIOR WALL TO BE

REMOVED. SHORE EXISTING STRUCTURE AS REQ'D.

DEMO EMBEDDED UTILITIES BACK TO POINT OF

CONNECTION.

EXISTING CONCRETE COLUMN TO BE REMOVED.

REMOVE COLUMN FOOTING

DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW

OPENING. REFER STRUCTURAL FOR NEW HEADER, KING

AND CRIPPLE STUDS. SHORE ROOF FRAMING AS REQ'D.

REMOVE EXISTING WINDOW AND FRAME. WINDOW

OPENING TO REMAIN.

(PORTION OF) INTERIOR NON-BEARING PARTITION WALL

TO BE REMOVED, TYP.; DEMO EMBEDDED UTILITIES

BACK TO POINT OF CONNECTION. RELOCATE

EMBEDDED UTILITIES TO REMAIN AS REQ'D. REPAIR

EXISTING CEILING AT REMOVED WALL. SHORE/UPGRADE

EXISTING CEILING FRAMING AS REQ'D AT DEMO'D WALLS

REMOVE PORTION OF EXISTING INTERIOR WALL FOR

NEW OR RELOCATED DOOR AND FRAME; RELOCATE

EMBEDDED UTILITIES AS REQ'D

REMOVE EXISTING DOOR AND FRAME

REMOVE EXTERIOR CLADDING AND SHEATHING AT

ADDITION, TYP.

PORTION OF EXISTING ROOF ABOVE TO BE REMOVED

REMOVE CARPETED WALLS AND BASE UP TO RUNNING

TRIM (±7'-0" A.F.F.; REPAIR GWB AS REQUIRED TO MAKE

SMOOTH, PRIME AND INSTALL NEW VINYL WALL

COVERING UP TO UNDERSIDE OF TRIM. INSTALL NEW

VINYL BASE. REPAINT ALL TRIM, DOOR FRAME, AND GWB

SURFACES IN HALL, INCLUDING CEILINGS.

REMOVE EXISTING VANITY CABINET, SINK AND FAUCET.

RETAIN ROUGH-IN'S AT LOCATIONS WHERE NEW

LAVATORY IS TO BE INSTALLED. CAP ROUGH-IN'S WITHIN

WALL WHERE NOT RE-USED. MODIFY ROUGH-IN'S AS

REQ'D FOR ADA-COMPLIANT INSTALLATION WHERE

REQUIRED.

REMOVE EXISTING NON-ACCESSIBLE TOILET. RETAIN

CLOSET FLANGE AT IF LOCATED 16"-18" FROM

ADJACENT SIDE WALL.

REMOVE EXISTING CASEWORK, TYP.

REMOVE BEADBOARD WAINSCOT, BASE TRIM AND PLATE

RAIL. REMOVE WALL COVERING ABOVE, FULL HT OF

WALL.

REMOVE WALL COVERING FULL HEIGHT OF WALL

REMOVE WALL COVERING ABOVE UP TO CEILING.

D01

D02

D03

D04

D05

D06

D07

D08

D09

D10

D11

D12

D13

D14

D15

D16 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: 1/8" = 1'-0"

CONSTRUCTION FLOOR PLAN

DEMOLITION FLOOR PLAN NOTES

AD2.1

DEMOLITION

FLOOR PLAN

EXISTING COMPOSITION

ROOFING TO REMAIN

D01

D01

D03D03D03

D03 D03 D03

D03D03

D04

D04 D04

D05

D02 D07 D07 D11

D12

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

2008 ADDITIONORIGINAL BUILDING

EXISTING COMPOSITION

ROOFING TO REMAIN

EXISTING VERT. CHANNEL

SIDING TO REMAIN

PLATE

LINE

8'- 0"

EXISTING COMPOSITION

ROOFING TO REMAIN

D01 D02

D02D02

D03 D03 D03D03D03D03D03D03D03D03 D03

D04 D04 D05 D05

D06

D09 D09 D09 D09

LOW SLOPE SINGLE PLY

ROOFING BEYOND

EXISTING BUILDING BEYOND

PLATE

LINE

EXISTING COMPOSITION

ROOFING

EXISTING ROOF FASCIA TO

RAMIN

EXISTING ROOF FASCIA

TO REMAIN

EXISTING COMPOSITION

ROOFING TO REMAIN

EXISTING VERT. CHANNEL

SIDING TO REMAIN

D02

D02D02 D03 D03 D03 D03 D03 D03

D04 D04

EXISTING LOW SLOPE

SINGLE PLY ROOFING

EXISTING PARAPET WALL

BEYOND

EXISTING BUILDING BEYOND

TO REMAIN

PLATE

LINE

8'- 0"

PLATE

LINE

PLATE

LINE

'-0

8'- 0"

EXISTING VERT. CHANNEL

SIDING TO REMAIN

EXISTING ROOF FASCIA

TO REMAIN

EXISTING ROOF FASCIA

TO REMAIN

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: 1/8" = 1'-0"

A

A3.1

DEMO ELEVATION - EAST

DEMOLITION ELEVATION NOTES

AD3.1

EXTERIOR

ELEVATIONS -

DEMOLITION

SCALE: 1/8" = 1'-0"

B

A3.1

DEMO ELEVATION - WEST

SCALE: 1/8" = 1'-0"

C

A3.1

DEMO ELEVATION - NORTH

SCALE: 1/8" = 1'-0"

D

A3.1

DEMO ELEVATION - SOUTH

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

ACCESSIBLE

LEARNING CENTER

NLF LOUNGE

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

EXISTING

DORM

DORM

EXISTING

DORM

180A

HALL

180B

HALL

SHOWERS

STOR.

EXISTING

STOR.

EXISTING

STOR.

NEW

CASE MNGR

EXISTING

LOBBY

EXISTING

NLF OFFICE

EXISTING

NLF OFFICE

EXISTING

NLF OFFICEEXISTING

CLASSROOM

EXISTING

STAFF BREAKEXISTING

109A

STOR.

EXISTING

CORRIDOR

EXISTING

CORRIDOR

NEW

FAMILY DORM

NEW

DIRECTOR OFFICE

EXISTING

141B

CHAPEL NEW

CHILD DEV.

EXISTING

VESTIBULE

NEW

CASE MNGR NEW

CASE MNGR

NEW

CASE MNGR

NEW

OFFICE

101A

RECEPTION

NEW

HEALTH CONSULT

EXISTING

CORRIDOR

EXISTING

CORRIDOR

EXISTING

CORRIDOR

EXISTING

CORRIDOR

NEW

I.T.

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

FAMILY DORM

NEW

124A

R.R.EXISTING

125A R.R.

EXISTING

126A R.R.

EXISTING

128A R.R.

EXISTING

129A R.R.

NEW

127A R.R.

NEW

130A R.R.

NEW

131A R.R.

EXISTING

141A

CHAPEL

EXISTING

R.R./SHOWERS

EXISTING

R.R./SHOWERS

EXISTING

PRAYER RM.

EXISTING

DAY ROOM

EXISTING

R.R.

EXISTING

R.R. EXISTING

MEDS

EXISTING

CLINIC

NEW

OFFICE

EXISTING

OFFICE

EXISTING

WORKSHOP

EXISTING

MECHANICAL

EXISTING

STAFF

EXISTING

R.R.

EXISTING

R.R.

EXISTING

DINING ROOM

EXISTING

KITCHEN

EXISTING

PANTRY

EXISTING

RECEIVING

EXISTING

STORAGE

EXISTING

LAUNDRY

EXISTING

DRY STOR.

NEW

ADA DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

DORM ROOM

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR.

EXISTING

STOR. EXISTING

148A R.R.

EXISTING

146A

R.R.EXISTING

150A R.R.

EXISTING

152A R.R.

EXISTING

154A R.R.

EXISTING

156A R.R.

EXISTING

STORAGE

NEW

138A

CLASSROOM

1'-11" 2'-4" 1'-8"

3'-2" 2'-4" 1'-8"

8'-4"

5'- 9"

2'- 7"

4'- 9"3'-5"

5'-111 2"

1'- 7"

8'- 5"

6'-1"

9'- 0"

4'- 0"

1'-

4'-5"

5'- 0"

4'-101 2" 6'-01

2" 4'-11" 3'-9"

8'- 5"

EQ3EQ3EQ2EQ2EQ1EQ1

4'-6"4'-6"4'-5"

3'-

22'-0"

1'-0"4'-9"

±8 '-6

'-1 1 2"

9'- 61 2"

4'- 0"

2'-6"11'-5"

12'-1"

1'- 0"

2'-0"

2'- 0"

2'- 6"

5" 2'-

6" 3'-

81 2" 3'-

0" 5"

3'- 0"

1'- 4"

3'-11"

4'-91 2"

7'-11"

5'-0"

6'-2"

3'- 5"

7'-9"

3'-5"

2'- 0"

7'-11" 3'-10"

EQ

EQ

W1

W1

W2

P1 TYP.

P1TYP.

P1TYP.

P1P2

P1

TYP.

115 114 113 111

E100E100A

138A

138C

NEW

138B R.R.

138B

124A

125A126A

127A128A 129A129

126 125

130A

131A

E

E E

E

E

E

E

EE

E134

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

EE

E

E E

E

E

E

E146

E

E

E

E

EEE

EE

E E

E

EE

EE E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E E E E E

146A

E

E

AREA OF PROPOSED

ADDITION = 523 S.F.

ALIGN

P1

P1

P5A

P3 P3 P3 P5P5P5

P4

P4

P5

P5 P5

P4 P4

E E

E115E117E118E123E124E127E128E130E131EE

E

E

E

E

E E

E

129 126 125 114 113

100C

E

E

E156 E154 E152 E150 E148 E146

E159

E160

E169

±5'-111 2" 5'-0"

2013 ADDITION ORIGINAL BUILDING

A

DD

ITI

ON

OR

IG

IN

AL

B

UI

LD

IN

G

ALIGN

ALIGN

4'-0"

ALIGN

06A

TYP.

TYP.

07A

TYP.

06A

TYP.

07A

07A

07A

06A

06A

06A

10 10 10 1010

10 10 10

11 11 11 11 11

ABV.

C A3.1

07A

A A3.1

D A3.1

F A3.2

E A3.2

G A3.2

B A3.1

D A3.1

L A3.2

K A3.2

J A3.2

H A3.2

M A3.2

N A3.2

P A3.2

A A3.1

A A4.1

B A4.1

C A4.1

ALIGN

EXISTING CONDENSATE

FLOOR DRAIN

18 19

W3W3W3

WALL

TYPE W1WALL TYPE W3

WALL TYPE W3

WALL TYPE W3

W3 W3

W3

W3

W3

W3

PORTION OF EXISTING EXTERIOR WALL TO BE

REMOVED. SHORE EXISTING STRUCTURE AS REQ'D.

DEMO EMBEDDED UTILITIES BACK TO POINT OF

CONNECTION.

EXISTING CONCRETE COLUMN TO BE REMOVED

(PORTION OF) INTERIOR NON-BEARING PARTITION WALL

TO BE REMOVED, TYP.; DEMO EMBEDDED UTILITIES

BACK TO POINT OF CONNECTION. RELOCATE

EMBEDDED UTILITIES TO REMAIN AS REQ'D.

REMOVE EXTERIOR CLADDING AND SHEATHING AT

ADDITION, TYP.

NEW EXTERIOR WALL PER WALL SCHEDULE

NEW INTERIOR NON-BEARING PARTITION PER WALL

SCHEDULE. 1-HOUR RATED ASSEMBLY AT "A".

NEW INFILL PARTITION WALL AT EXISTING OPENING(S).

INFILL EXISTIGN CLERESTROY ABOVE WHERE

APPLICABLE; MATCH EXISTING WALL WIDTH, TYP.; TYPE

P-1, U.N.O.; 1-HOUR RATED ASSEMBLY AT "A".

NEW INFILL WALL AT EXISTING OPENING IN BEARING

WALL; 1-HOUR RATED ASSEMBLY

NEW MOVEABLE PARTITION WALL; MODERNFOLD

"ACOUSTI-SEAL PREMIER" PAIRED-PANEL

CONFIGURATION, MANUAL OPERATION, REFER

STRUCTURAL FOR NEW HEAD RAIL SUPPORT.

NEW EXTERIOR WINDOW PER SCHEDULE TO REPLACE

EXISTING IN EXISTING OPENING.

NEW EXTERIOR WINDOW PER SCHEDULE IN NEW

OPENING. REFER STRUCTURAL FOR NEW HEADER.

SHORE ROOF FRAMING AS REQ'D.

NEW ADA-COMPLIANT PRIVATE RESTROOM. PROVIDE

2x6 BLK'G IN WALL FOR LAVATORY AND GRAB BARS, PLUMBING BY DESIGN-BUILD.

NEW ADA-COMPLIANT PRIVATE CHILD RESTROOM.

PROVIDE 2x6 BLK'G IN WALL FOR LAVATORY AND GRAB

BARS, PLUMBING BY DESIGN-BUILD.

NEW PRIVATE RESTROOM. PLUMBING BY DESIGN-BUILD.

MODIFY EXISTING PRIVATE RESTROOM TO MAKE

ADA-COMPLIANT . PROVIDE 2x6 BLK'G IN WALL FOR

LAVATORY AND GRAB BARS, PLUMBING BY

DESIGN-BUILD.

REMOVE CARPETED WALLS AND BASE UP TO RUNNING

TRIM (±7'-0" A.F.F.; REPAIR GWB AS REQUIRED TO MAKE

SMOOTH, PRIME AND INSTALL NEW VINYL WALL

COVERING UP TO UNDERSIDE OF TRIM. INSTALL NEW

VINYL BASE. REPAINT ALL TRIM, DOOR FRAME, AND GWB

SURFACES IN HALL, INCLUDING CEILINGS.

REMOVE BEADBOARD WAINSCOT, BASE TRIM AND PLATE

RAIL. REMOVE WALL COVERING ABOVE, FULL HT OF

WALL.

REMOVE WALL COVERING FULL HEIGHT OF WALL

REMOVE WALL COVERING ABOVE UP TO CEILING.

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: 1/8" = 1'-0"

CONSTRUCTION FLOOR PLAN

FLOOR PLAN NOTES

A2.1

CONSTRUCTION

FLOOR PLAN

MODIFY EXISTING HVAC SUPPLY

AND DUCTWORK AS REQ'D; MODIFY

EXISTING FIRE PROTECTION AS

REQ'D, TYP. @ NEW AND MODIFIED

ROOMS

REPAIR/REPLACE EXIST'G CEILING AS

REQ'D AT DEMO'D WALLS; 58" TYPE "X"

GWB, FLUSH W/ EXIST'G ON EXISTING

SUSPENSION SYSTEM; MATCH EXIST'G

FINISH, TYP.

SS

REPAIR/REPLACE EXIST'G CEILING AS

REQ'D AT DEMO'D WALLS; 58" TYPE "X"

GWB, FLUSH W/ EXIST'G ON EXISTING

SUSPENSION SYSTEM; MATCH EXIST'G

FINISH, TYP.

REMOVE EXISTING RECESSED

TROFFER; PATCH AND REPAIR GWB

TO MATCH EXIST'G CEILING

TEXTURE; W/ NEW J-BOX FOR NEW

FIXTURE WHERE REQ'D, TYP.

NEW SURFACE-MOUNTED

FIXTURE, TYP.; PROVIDE

NEW J-BOX AND CIRCUITING

WHERE REQUIRED

D3

D2 D1

D3

D3

D3

D3

D3D3

D3

D3 D3

D3D3

D3 D3

D3 D3

D3 D3

D3D3

D3 D3

D3 D3

D3 D3

D3 D3 D3

D3 D3

D3

D3

D3

D1

D1

D1

D1

D1

D1D1

D1D1 D1 D1 D1D1D1D1D1

D2

D2

D2 D2

D2

D2

D2

D2

D2

D2

D2

D2D2D2

D2

D2

D2

D2

D2D2

D2D2

D2 D2 D2 D2

D2D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2 D2

D2

D2

D2

D3

D3 D3

D3 D3

D3 D3

D3 D3

D3 D3

D3

D1

D1

D1

D1 D1 D1 D1 D1

D2

D2

D2

D2

D3 D3

D3D3 D3 D3

D3 D3

D3

D3

D3

D3

D3

P1P1P1

P2 P2

D2 D2

D2D2

B1B1B1B1B1B1B1B1B1B1

B1

B1

B1

B1B1B1B1B1B1B1B1B1

B1B1

B1

B1

B1

B1

B1

B1

B1B1

B1 B1 B1 B1

B1

B1

B1

B1

B1

T1

T1

T1T1

T1

T1T1

T1

T1 T1

T1

T1

D2

T1

T1

T1 T1

T1 T1

L1 L1 L1

L2

L2 L2 L2 L2 L2 L2

L2

L2 L2 L2 L2 L2 L2 L2

L2 L2 L2 L2

L3

L3

L3

L3

L3

L3

L3

L3

L3

L1

L1

NEW SUSPENDED

GWB CEILING PER

1/A2.2.1, TYP; FLUSH

W/ EXISTING

P2

EXISTING LIGHTING

TO REMAIN

EXISTING LIGHTING

TO REMAIN

EXISTING LIGHTING

TO REMAIN

EXISTING LIGHTING

TO REMAIN

EXISTING LIGHTING

TO REMAIN

D1

F1F1F1F1F1

F1

F1

F1F1F1F1

F1

F1

F1

F1

F1

F1

F1

F1

F1 F1

F1 F1

F1 F1 F1 F1 F1

F1

F1 F1F1

F1F1

D2

F1

EXISTING LIGHTING

TO REMAIN

D2

EXISTING ROOF

ACCESS LADDER

TO REMAIN

L3L3L3L3

REMOVE EXISTING RECESSED

TROFFER; PATCH AND REPAIR GWB

TO MATCH EXIST'G CEILING TEXTURE

NEW SURFACE-MOUNTED

FIXTURE, TYP.; W/ NEW J-BOX

AND CIRCUITING AS REQ'D; BY

ELECTRICAL DESIGN-BUILD

S1

WP1

EXISTING LIGHTING

TO REMAIN

EXISTING LIGHTING

TO REMAIN

B1

NEW SUSPENDED

GWB CEILING,

FLUSH W/ EXISTING

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: 1/8" = 1'-0"

REFLECTED CEILING/LIGHTING PLAN

A2.2

REFLECTED

CEILING/

LIGHTING PLAN

VERTICAL COMPRESSION

STRUT @ 12'-0" o.c. MAX. EA.

WAY PER SCHED; (3)#10

SCREWS EA. END

12 GA. TIE WIRE SEISMIC

BRACING ASSEMBLY PER

1B/A4.112 GA. WIRE BRACE;

PARALLEL TO MAIN RUNNER

HANGAR WIRE (12 ga) @ 4'-0" o.c. MAX.

8" MAX.

CHANNEL MOLDING

CONNECT STRUT TO

BEAM, JOIST, BLOCKING

OR UNISTRUT

WALL PER PLAN

CROSS TEE @ 24"o.c.

NOTES:

1. REFER "A" FOR CEILING SYSTEM

BRACING AND STRUT ASSEMBLY.

2. GYPSUM BOARD SUSPENDED CEILING

SYSTEMS TO COMPLY WITH ASTM C 645

AND ISCA 3-4.

3. INSTALL SEISMIC BRACING PER

MANUF'R'S ESR REPORT.

4. LATERAL BRACE AND COMPRESSION

STRUT MAY BE ELIMINATED PER ESR

REPORT IF CEILING IS IN SINGLE PLANE

AND ATTACHED TO ALL PERIMETER

WALLS, PER CISCA 3-4.

5. ALL LIGHT FIXTURES AND

MECHANICAL TRIMS SHALL BE

FASTENED TO GRID

HEAVY DUTY MAIN RUNNER

@ 48" o.c. TYP.

5/8" TYPE "X" GWB CLG

CEILING FRAMING SYSTEM: ALL MAIN

TEES, CROSS TEES, SPLICE CLIPS,

TRANSITION CLIPS, CHANNELS AND

SYSTEM COMPONENTS REQUIRED TO

COMPLETE THE CEILING SYSTEM TO BE:

"USG DRYWALL SUSPENSION SYSTEM"

OR "CERTAINTEED QUICKSPAN

DRYWALL SUSPENSION SYSTEM"

COMPRESSION STRUT MAX. HEIGHT

Per NWCB Technical Information Bulletin #401

250S137-33 SINGLE STUD 13'-6"

162S125-33 SINGLE STUD 12'-0"

CEILING ANGLE CLIP @

HANGER SUPPORT

NOTE: DO NOT CONNECT

CEILING SUPPORT OR

COMPRESSION STRUTS TO

ROOF DECKING

° T

YP

. 45° TYP.

MAIN RUNNER

CROSS TEE

COMPRESSION STRUT;

250S137-33, U.N.O. NOTCH

AS REQ'D FOR CEILING

PANEL

REFER DETAIL FOR HANGER

WIRE, STRUT AND

CONNECTION TO

STRUCTURE ABOVE

12 GA. HANGER WIRE

PARALLEL TO CROSS TEE,

ANCHORED TO MAIN

RUNNER

12 GA. MIN. HANGER WIRE @

48"O.C. MAX. & W/IN 8" OF CEILING

OR WALL DISCONTINUITY; PROVIDE

ADD'L WIRE W/IN 3" OF EA. CORNER

OF EA. FIXTURE; PROVIDE (2) ADD'L

WIRES TO OPPOSITE CORNERS OF

FIXTURE (MAY BE SLACK).

HORIZ.

NOTE: ATTACH GRID BRACING ASSEMBLY @ 12' o.c. MAX.

START FIELD 4'-0" FROM PERIMETER DEMISING WALL.

12 GA. WIRE, PARALLEL

TO MAIN RUNNER, TYP.

45° MAX.,

TYP.

A SEISMIC BRACING

CEILING SEISMIC REQUIREMENTS

· MINIMUM INTERSECTION STRENGTH

LIMITS @ MAIN TEE/CROSS TEE =

180 LBS

· VERTICAL HANGER WIRES SHALL BE

1 IN 6 MAX. PLUMB

· REQUIRED END/WALL CLEARANCE:

3/4" MIN.

· CONNECT GRID TO PERIMETER,

ATTACHED ON TWO ADJACENT

WALLS

· PERIMETER TEE ENDS SHALL BE

TIED TOGETHER

· SPLAY WIRES OR RIGID BRACING

SHALL BE LOCATED WITHIN 2" OF

INTERSECTION AND SPLAYED 90

DEGREES APART AT 45° ANGLES

· PROVIDE COMPRESSION STRUTS

12'-0" O.C. IN BOTH DIRECTIONS,

STARTING 6' MAX. FROM WALLS

· SPLAY CONNECTION STRENGTH

SHALL BE 200 LBS MIN. OR DESIGN

LOAD,, WHICHEVER IS GREATER

· PROVIDE SEISMIC SEPARATION

JOINT FOR AREAS GREATER THAN

2500 SF

2"

MAX.

2"

MAX.

45° MAX.,

TYP.

CROSS TEE

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

A2.2.1

DETAIL - SUSPENDED GWB CEILING

A2.2.1

CEILING DETAILS

REMOVE EXISTING KITCHEN FLOORING. PREP CONCRETE

SLAB AS REQUIRED FOR NEW FLOORING. INSTALL NEW

EPOXY FLOORING IN KITCHEN WITH 6” COVED BASE. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DISCONNECTING, MOVING, REPLACING, AND

RECONNECTING THE KITCHEN EQUIPMENT, PLUMBING

FIXTURES, ETC.

REMOVE EXISTING FLOORING AND BASE. PREP

CONCRETE SLAB AS REQUIRED FOR NEW

FLOORING. INSTALL NEW L.V.T. (GLUE-DOWN).

INSTALL NEW 6” VINYL BASE. TYP.

REMOVE EXISTING FLOORING AND BASE. PREP

CONCRETE SLAB AS REQUIRED FOR NEW

FLOORING. INSTALL NEW L.V.T. (GLUE-DOWN).

INSTALL NEW 6” VINYL BASE. TYP.

REMOVE EXISTING FLOORING AND

BASE. PREP CONCRETE SLAB AS

REQUIRED FOR NEW FLOORING.

INSTALL NEW L.V.T. (GLUE-DOWN).

INSTALL NEW 6” VINYL BASE. TYP.

REMOVE EXISTING FLOORING AND BASE.

PREP CONCRETE SLAB AS REQUIRED FOR

NEW FLOORING. INSTALL NEW CARPET TILE

PER SPECIFICATION. INSTALL NEW 6”

VINYL BASE. TYP.

REMOVE EXISTING FLOORING AND BASE. PREP

CONCRETE SLAB AS REQUIRED FOR NEW

FLOORING. INSTALL NEW L.V.T. (GLUE-DOWN).

INSTALL NEW 6” VINYL BASE. TYP.

REMOVE EXISTING FLOORING. PREP

CONCRETE SLAB AS REQUIRED FOR

NEW FLOORING. INSTALL NEW SHEET

VINYL FLOORING PER SPEC, WITH 6”

COVED BASE. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE

FOR DISCONNECTING, MOVING,

REPLACING, AND RECONNECTING THE

LAUNDRY EQUIPMENT, ETC.REMOVE EXISTING FLOORING AND BASE.

PREP CONCRETE SLAB AS REQUIRED FOR

NEW FLOORING. INSTALL NEW CARPET TILE

PER SPECIFICATION. INSTALL NEW 6”

VINYL BASE. TYP.

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING

FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAINEXISTING FLOORING

TO REMAIN

EXISTING FLOORING

TO REMAIN

CT-1

CT-1CT-1

CT-2

CT-1

CT-1CT-1CT-1CT-1CT-1

CT-1

CT-1CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

CT-1

REMOVE EXISTING FLOORING AND

BASE. PREP CONCRETE SLAB AS

REQUIRED FOR NEW FLOORING.

INSTALL NEW WALK-OFF CARPET

TILE PER SPECIFICATION. INSTALL

NEW 6” VINYL BASE. TYP.

V-1

EP-1

LVT-1

LVT-1

LVT-1

LVT-1LVT-1

LVT-1LVT-1

LVT-1LVT-1

LVT-1LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1 LVT-1 LVT-1 LVT-1 LVT-1 LVT-1

LVT-1

LVT-1LVT-1LVT-1 LVT-1 LVT-1

LVT-1

LVT-1

LVT-1 LVT-1

LVT-1

LVT-1

CT-2

CT-2

CT-2

REMOVE EXISTING FLOORING AND

BASE. PREP CONCRETE SLAB AS

REQUIRED FOR NEW FLOORING.

INSTALL NEW WALK-OFF CARPET

TILE PER SPECIFICATION. INSTALL

NEW 6” VINYL BASE. TYP.

REMOVE EXISTING FLOORING AND

BASE. PREP CONCRETE SLAB AS

REQUIRED FOR NEW FLOORING.

INSTALL NEW WALK-OFF CARPET

TILE PER SPECIFICATION. INSTALL

NEW 6” VINYL BASE. TYP.

REMOVE EXISTING

FLOORING AND BASE.

PREP CONCRETE SLAB

AS REQUIRED FOR NEW

FLOORING. INSTALL

NEW WALK-OFF CARPET

TILE PER

SPECIFICATION. INSTALL

NEW 6” VINYL BASE.

TYP.

REMOVE EXISTING CARPET. PREP

CONCRETE SLAB AS REQUIRED FOR

NEW FLOORING. INSTALL NEW SHEET

VINYL FLOORING PER SPEC, WITH 6”

COVED BASE.

WELD NEW VINYL FLOORING TO

EXISTING

REMOVE EXISTING FLOORING. PREP

CONCRETE SLAB AS REQUIRED FOR

NEW FLOORING. INSTALL NEW EPOXY

FLOORING WITH 6” COVED BASE.

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: 1/8" = 1'-0"

FLOOR FINISH PLAN

A2.3

FLOOR FINISH

PLAN

AT HORIZONTAL SIDING

INSTALL OVER P.T.

1/2"x3" @ 16" o.c. MAX.

VERTICAL FURRING OR

W/ ALTERNATE

PREMAN. FURRING

SUCH AS

VAPROBATTEN, OR EQ.

WALL FRAMING; 2x6 @ 16"o.c.

R-21 BATT INSUL EA.

JST SPACE

5/8" GWB AT INTERIOR

SIDE

INTERIOR SIDE

WALL PERFORMANCE:

U-0.0433 (R23.1)

5/8" DENS-GLASS

SHEATHING (TYPE "X")

MANUF'RD STONE

CLADDING PER ELEV.;

THIN SET PER MANUF'R

WEATHER BARRIER

TYPE W2

NEW EXTERIOR WALL WITH WOOD STUDS AND MANUF'RD STONE CLADDING

EX

TE

RI

OR

S

ID

E

VAPOR RETARDER*

4"

7MM DRAINAGE MAT

(STUC-O-FLEX WATERWAY

PLUS, OR EQ.)

*NOTE: PVA VAPOR

RETARDER COATING

MAY SUBSTITUTE FOR

SHEET VAPOR

RETARDER.

1/2" CONCRETE BOARD

EXTERIOR WALL ASSEMBLY

SCHEDULE NOTES

WALL FRAMING; 2x6 @ 16"o.c.

R-21 BATT INSUL EA.

JST SPACE

5/8" GWB AT INTERIOR

SIDE

INTERIOR SIDE

WALL PERFORMANCE:

U-0.041 (R24.59)

R0 .17

R5 .2/

3.0

R1 5.9

R0 .56

R0 .68

R0 .55

7/16" PLYWD SHEATHING

F.R.C. SIDING OVER

1/2"x3"@ 16" P.T.

PLYWD FURRING

WEATHER BARRIER (SA)

TYPE W1

NEW EXTERIOR WALL WITH WOOD STUDS AND F.R.C. SIDING

EX

TE

RI

OR

S

ID

E

VAPOR RETARDER*

8"

8" 65

8"

1/2" POLYISO RIGID INSUL.,

FOIL-FACED (R3)

R0 .18

*NOTE: PVA VAPOR

RETARDER COATING

MAY SUBSTITUTE FOR

SHEET VAPOR

RETARDER.

1x2 @ 24"o.c. F.R.C. VERT.

BATTEN, TYP.

PROVIDE ADD'L FURRING

@ BATTENS & PANEL

JOINTS

EXIST'G WALL FRAMING

EXISTING R-21 BATT

INSUL EA. JST SPACE

EXISTING 5/8" GWB AT

INTERIOR SIDE

INTERIOR SIDE

WALL PERFORMANCE:

U-0.049 (R20.4)

EXISTING SHEATHING

NEW F.R.C. SIDING OVER

NEW 1/2"x3"@ 16"o.c. P.T.

PLYWD FURRING

NEW WEATHER BARRIER

OVER EXIST'G SHTH'G

TYPE W3

EXISTING EXTERIOR WALL WITH NEW F.R.C. SIDING

EX

TE

RI

OR

S

ID

E

EXIST'G VAPOR

RETARDER*

8"

*NOTE: PVA VAPOR

RETARDER COATING

MAY SUBSTITUTE FOR

SHEET VAPOR

RETARDER.

NEW 1x2 @ 24"o.c. F.R.C.

VERT. BATTEN, TYP.

PROVIDE ADD'L FURRING

@ BATTENS & PANEL

JOINTS

1/2" POLYISO RIGID INSUL.,

FOIL-FACED (R3)

R0 .17

R3 .0

R1 5.9

R0 .56

R0 .68

R0 .56

R0 .13

R0 .26

R0 .17

R0 .79

R1 5.7

R0 .56

R0 .68

R0 .55

R0 .18

INTERIOR WALL ASSEMBLY

SCHEDULE NOTES

WALL FRAMING;

2x4@16"o.c.

SOUND ATTENUATION

BATT EA. JOIST SPACE

5/8" GWB AT INTERIOR

SIDE

5/8" TYPE "X" GWB

TYPE P1

INTERIOR PARTITION WALL

4"

- REFER 1/A2.X FOR TYP. PARTITION WALL

- SEE X/A2.X FOR RATED WALL INTERSECTIONS

TYPE "X" GWB NOT

REQ'D AT NON-

CORRIDOR

PARTITIONS

ASSEMBLY: GA FILE #

WP 3614 -

1 HOUR FIRE

RESISTANCE

AT WET WALLS USE

5/8" DENS ARMOR

PLUS IN LIEU OF GWB.

WALL FRAMING;

2x6@16"o.c.

MIN. 3-1/2" SOUND

ATTENUATION BATT EA.

JOIST SPACE

5/8" GWB AT INTERIOR

SIDE

5/8" TYPE "X" GWB

TYPE P2

INTERIOR PARTITION WALL

4"

- REFER 1/A2.X FOR TYP. PARTITION WALL

- SEE X/A2.X FOR RATED WALL INTERSECTIONS

TYPE "X" GWB NOT

REQ'D AT NON-

CORRIDOR

PARTITIONS

ASSEMBLY: GA FILE #

WP 3614 -

1 HOUR FIRE

RESISTANCE

AT WET WALLS USE

5/8" DENS ARMOR

PLUS IN LIEU OF GWB.

WALL FRAMING; 2x4@8"o.c.

STAGGERED ON 2x6

PLATES

SOUND ATTENUATION

BATT; FILL CAVITY

5/8" GWB AT INTERIOR

SIDE

5/8" TYPE "X" GWB

TYPE P3

INTERIOR PARTITION WALL

4"

- REFER 1/A2.X FOR TYP. PARTITION WALL

- SEE X/A2.X FOR RATED WALL INTERSECTIONS

TYPE "X" GWB NOT

REQ'D AT NON-

CORRIDOR

PARTITIONS

ASSEMBLY: GA FILE #

WP 3614 -

1 HOUR FIRE

RESISTANCE

AT WET WALLS USE

5/8" DENS ARMOR

PLUS IN LIEU OF GWB.

WALL FRAMING;

2x4@16"o.c.

SOUND ATTENUATION

BATT EA. JOIST SPACE

5/8" GWB AT INTERIOR

SIDE

5/8" TYPE "X" GWB

TYPE P4

INTERIOR PARTITION WALL

4"

- REFER 1/A2.X FOR TYP. PARTITION WALL

- SEE X/A2.X FOR RATED WALL INTERSECTIONS

ASSEMBLY: GA FILE #

WP 3647 -

1 HOUR FIRE

RESISTANCE

AT WET WALLS USE

5/8" DENS ARMOR

PLUS IN LIEU OF GWB.

EXISTING 1-HOUR

PARTITION TO REMAIN

(2x_@16"o.c. FRAMING W/

5/8" GWB EA. SIDE

NEW 5/8" GWB ONE SIDE

TYPE P5

INTERIOR PARTITION WALL

AT WET WALLS USE

5/8" DENS ARMOR

PLUS IN LIEU OF GWB.

HORIZ. RESILIENT

CHANNELS @ 24"o.c.

HORIZ. RESILIENT

CHANNELS @ 24"o.c.

WALL ASSEMBLY PER WALL

SCHEDULE.

FINISH: LEVEL 4 AT PAINT FINISHES,

LEVEL 2 ABOVE CEILING, HIDDEN

LOCATIONS AND BEHIND TILE/FRP,

LEVEL 3 BEHIND VINYL WALL

COVERINGS

2x_P.T. SILL PLATE, W/ POWER-

DRIVEN ANCHOR (.14M"Ø RAMSET,

1500 SERIES, 3/4" EMBEDMENT @

24"o.c., OR EQ.)

ROOF/CEILING ASSEMBLY ABV

(2) 2x_ STUD TOP PLATE, ACOUSTIC SEALANT EA. SIDE

TOP OF STRUCTURAL SLAB

FASTEN SHEAR WALL SHEATH'G

TO FACE OF STUD, WHERE

REQ'D; REFER STRUCT'L

2x4@48" o.c. DIAG. WALL BRACE

TO JOISTS ABV., W/ A34 EA. END,

ALT DIRECTION

ROOF FRAMING ABV

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: 1/8" = 1'-0"

A2.6

DETAIL - TYP. INTERIOR PARTITION

A2.6

WALL

SCHEDULES

WALL DETAILS

SCHEDULES

EXISTING COMPOSITION

ROOFING TO REMAIN

P101

P102

7'- 0"

2'- 0"

5'- 6"

1'- 6"

9'- 9"

1'- 3"

8'- 6"

P101 P103

P103

P103

06 0707

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

2008 ADDITIONORIGINAL BUILDING

EXISTING COMPOSITION

ROOFING TO REMAIN

EXISTING VERT. CHANNEL

SIDING TO REMAIN

PLATE

LINE

8'- 0"

EXISTING COMPOSITION

ROOFING TO REMAIN

P102

P103 P103

P101

05 05 05 050506 07 07 070606

P121

C A4.1

B A4.1

A A4.1

4A A5.1

4A A5.1

4A A5.1

4A A5.1

SIM

SIM 3

A5.1

LOW SLOPE SINGLE

PLY ROOFING BEYOND

EXISTING BUILDING BEYOND

PLATE

LINE

EXISTING COMPOSITION

ROOFING

EXISTING ROOF FASCIA

TO REMAIN

EXISTING ROOF

FASCIA TO REMAIN

EXISTING COMPOSITION

ROOFING TO REMAIN

EXISTING VERT. CHANNEL

SIDING TO REMAIN

EXISTING CMU TO REMAIN

P103

P101 07

EXISTING LOW SLOPE

SINGLE PLY ROOFING

EXISTING PARAPET WALL

BEYOND

EXISTING BUILDING BEYOND

TO REMAIN

PLATE

LINE

8'- 0"

PLATE

LINE

PLATE

LINE

'-0

8'- 0"

EXISTING VERT. CHANNEL

SIDING TO REMAIN

EXISTING ROOF FASCIA

TO REMAIN

EXISTING ROOF FASCIA

TO REMAIN

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: 1/8" = 1'-0"

A

A3.1

EXTERIOR ELEVATION - EAST

EXTERIOR ELEVATION NOTES

A3.1

EXTERIOR

ELEVATIONS

SCALE: 1/8" = 1'-0"

B

A3.1

EXTERIOR ELEVATION - WEST

SCALE: 1/8" = 1'-0"

C

A3.1

EXTERIOR ELEVATION - NORTH

SCALE: 1/8" = 1'-0"

D

A3.1

EXTERIOR ELEVATION - SOUTH

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

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

6"

2"

2'-0"

6"

±2 '-0

EXTERIOR WALL PER PLAN

AND SCHEDULE

1x3 F.C. RUNNING TRIM PER

ELEV.

PREFIN. Z-FLASHING

PREFIN. Z-FLASHING

LAP WRB OVER FLASHING

LEG

5/4 x 6 F.C. RUNNING TRIM

CONT. INSECT SCREEN

CONT. PREFIN. THRU WALL

FLASHING

P.T. SILL PLATE W/ SILL

GASKET, W/ A.B. PER

STRUCTURAL

FDN/FTG PER STRUCT'L

FILTER FABRIC

OVER WASHED

GRAVEL

4"Ø PERF PVC

FOOTING DRAIN;

TIE INTO EXIST'G

R-10 POLYISO RIGID INSUL

@ EXT. PERIMETER

10 MIL VAPOR BARRIER; TAPE

EDGES AND SEAMS

4" COMPACTED GRAVEL BASE

COURSE

4" CONCRETE SLAB ON

GRADE PER STRUCT'L

1 4"

PREFIN. Z-FLASHING

LAP WRB OVER FLASHING

LEG

3/4" x 5" F.C. RUNNING TRIM

OVER 5/16" F.R.C. PANEL SHIM

CONT. INSECT SCREEN

CONT. PREFIN. THRU WALL

FLASHING

LAP THRU WALL FLASHING

OVER W.R.B. BELOW

CONT. SEALANT/ROD

2" 3 3 4 "

CONT. 2" SOFFIT VENT

CONT. 5/4 x12 F.C.

FASCIA TRIM

CONT. NEW ALUM.

GUTTER

FLASHING

LAP UNDERLAYMENT

OVER FLASHING

NEW ASPHALT SHINGLE

ROOFING TO MATCH EXIST'G

2x10 OVERHANG LAPPED

TO ROOF JOIST

SHEAR PANEL EA. JOIST

SPACE, TYP.

2"

MAINTAIN MIN. 2" CLR

VENT SPACE

5/16" F.C. PANEL SOFFIT

ADJUST PLATE HT AS REQ'D

TO ALIGN ROOF SHTH'G W/

EXIST'G

5"

PREFIN. Z-FLASHING

LAP WRB OVER FLASHING

LEG

3/4" x 5" F.C. RUNNING TRIM

OVER 5/16" F.R.C. PANEL SHIM

CONT. INSECT SCREEN

CONT. PREFIN. THRU WALL

FLASHING

1 4"

CONT. SEALANT/ROD

5/16" F.C. PANEL SOFFIT

ADJUST PLATE HT AS REQ'D

TO ALIGN ROOF SHTH'G W/

EXIST'G

CONT. SEALANT BEAD

WINDOW AND FRAME PER

SCHEDULE

NEW PENETRATION

FLASHINGSEALANT AND ROD

CAULK, CONT.

5/8" TYPE "X" GWB LINER

TOP AND SIDES

INSULATE HEADER W/

RIGID POLYISO

HEADER PER STRUCT'L

6"

2"

2'-0"

6"

±2 '-0

EXTERIOR WALL PER PLAN

AND SCHEDULE

1x3 F.C. RUNNING TRIM PER

ELEV.

PREFIN. Z-FLASHING, CONT.

PREFIN. Z-FLASHING

LAP WRB OVER FLASHING

LEG

5/4 x 6 F.C. RUNNING TRIM

CONT. INSECT SCREEN

CONT. PREFIN. THRU WALL

FLASHING

P.T. SILL PLATE W/ SILL

GASKET, W/ A.B. PER

STRUCTURAL

FDN/FTG PER STRUCT'L

FILTER FABRIC

OVER WASHED

GRAVEL

4"Ø PERF PVC

FOOTING DRAIN;

TIE INTO EXIST'G

R-10 POLYISO RIGID INSUL

@ EXT. PERIMETER

10 MIL VAPOR BARRIER; TAPE

EDGES AND SEAMS

4" COMPACTED GRAVEL BASE

COURSE

4" CONCRETE SLAB ON

GRADE PER STRUCT'L

FLASHING TAPE @ FLANGE

SEALANT AND ROD

WINDOW AND FRAME PER

SCHEDULE

FLUID-APPLIED SILL PAN

3/4"x_ SILL TRIM

3/4"x3/4"x1/8" ANGLE

BACK DAM

SEALANT AND ROD

1/8" PVC SPACED SHIMS

1/2"x2" STOOL TRIM

±2 '-0

EXIST'G EXTERIOR WALL W/

NEW CLADDING PER PLAN

AND SCHEDULE

1x3 F.C. RUNNING TRIM PER

ELEV.

PREFIN. Z-FLASHING

PREFIN. Z-FLASHING

LAP NEW WRB OVER

FLASHING LEG

5/4 x 6 F.C. RUNNING TRIM

CONT. INSECT SCREEN

CONT. PREFIN. THRU WALL

FLASHING

EXISTING FOUNDATION

NEW FURRING PER WALL

SCHED'L

NEW W.R.B.

NEW 5/16" F.C. PANEL SIDING

W/ 1x2 BATTENS PER

ELEVATION AND SCHEDULE

1 4" 1 4"

2" 4"1 4"

1x_ F.C. RUNNING TRIM

OVER SHIM AS REQ'D

SEALANT AND ROD

THRU WALL FLASHING

NEW W.R.B.

NEW 5/16" F.C. PANEL SIDING

W/ 1x2 BATTENS PER

ELEVATION AND SCHEDULE

CONT. 2" SOFFIT VENT

NEW 5/16" F.C. PANEL

SIDING PER ELEV.

NEW CONT.

ALUM. GUTTER

FLASHING

LAP UNDERLAYMENT

OVER FLASHING

EXIST'G ASPHALT SHINGLE

ROOFING

5/16" F.C. PANEL SOFFIT

OVER NEW W.R.B.

SEALANT AND ROD

NEW 1/2"x3" @ 24"o.c.

P.T. PLYWD FURRING

NEW W.R.B. OVER

EXISTING SHEATHING

LAP W.R.B. OVER

FLASHING LEG

NEW PREFIN.

THRU-WALL FLASHING

CONT. INSECT SCREEN

CONT. INSECT SCREEM

EXISTING EAVE

FRAMING TO REMAIN

EXISTING WALL AND SHTH'G

TO REMAIN

NEW 1x3 F.C. RUNNING TRIM

PER ELEV.

NEW PREFIN. Z-FLASHING,

CONT.

NEW PREFIN. Z-FLASHING

NEW WRB OVER SHTH'G;

LAP OVER FLASHING LEG

NEW 5/4 x 6 F.C. RUNNING TRIM

NEW CONT. INSECT SCREEN

NEW CONT. PREFIN. THRU

WALL FLASHING

EXISTING FOUNDATION

FLASHING TAPE @ FLANGE

NEW SEALANT AND ROD

NEW WINDOW AND FRAME

PER SCHEDULE (TO REPLACE

EXIST'G @ "SIM")

NEW FLUID-APPLIED SILL PAN

NEW 3/4"x_ SILL TRIM

NEW 3/4"x3/4"x1/8"

ANGLE BACK DAM

NEW SEALANT AND ROD

1/8" PVC SPACED SHIMS

NEW 1/2"x2" STOOL TRIM

NEW 5/16" F.C. PANEL SIDING

W/ 1x2 BATTENS PER

ELEVATION AND SCHEDULE

NEW 1/2"x3"@24"o.c. P.T.

PLYWD FURRING

1 4"

NEW FRAMING AS REQ'D

AT NEW OPENING

(EXIST'G TO REMAIN @

"SIM")

1 4" 1 4"

1x_ F.C. RUNNING TRIM

OVER SHIM AS REQ'D

SEALANT AND ROD

THRU WALL FLASHING

CONT. SEALANT BEAD

SEALANT AND ROD

CAULK, CONT.

5/8" TYPE "X" GWB LINER

TOP AND SIDES

INSULATE NEW HEADER

W/ RIGID POLYISO

NEW HEADER PER

STRUCT'L AT NEW

OPENING (EXIST'G TO

REMAIN @ "SIM")

NEW PENETRATION

FLASHING

NEW FLASH'G TAPE

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

A5.1

EXTERIOR

DETAILS

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

A5.1

DETAIL - NEW EXTERIOR WALL

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

A5.1

DETAIL - NEW EXTERIOR WALL WINDOW HEAD/SILL

A BASE

B ROOF/WALL INTERSECTION

A BASE

B WALL @ ROOF

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

A5.1

DETAIL - NEW CLADDING AT EXISTING EXTERIOR WALL

A BASE

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

A5.1

DETAIL - NEW WINDOW AT EXISTING EXTERIOR WALL

A BASE

B WINDOW HEAD