n jessup st

N JESSUP ST.

N M

INN

ES

OTA

AV

E.

NORTH COURTYARD

SOUTH COURTYARD

100.00 ft

NEW RESIDENTIAL DEVELOPMENTFLOOR AREA (TITLE 33): 51,455 SF (49,403 SF FAR)

GROSS FLOOR AREA (OSSC): 54,011 SF TOTAL (49,488 SF W/ 4,523 SF BASEMENT)

R226160, R226159(NEW BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, SEE G2)

LAND USE REVIEW: 20-224618-DZREQUIRED: NO FIELD CHANGES ALLOWED

ADJACENT DEVELOPMENT(UNAFFILIATED PROJECT)

5630 N. MONTANA AVE.20-196209-CO

100.03 ft

GENERAL SITE PLAN NOTES:

A. REQUIRED: NO FIELD CHANGES ALLOWED.

B. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM

THE CENTER BY CALLING 811 OR 1-800-332-2344. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-332-2344 FOR QUESTIONS AND INQUIRIES.

C. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW REQUIRED FOR INSTALLATION OF THE UTILITIES SHOWN. THE DRAWINGS DO NOT DEPICT EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT, OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR

WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE, AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING

CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.

D. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET CITY OF PORTLAND AND PIPING MANUFACTURER'S

SPECIFICATION REQUIREMENTS, ALONG WITH A MINIMUM DEPTH OF BURIAL.

E. LANDSCAPING IS TO BE IRRIGATED BY AN IN-GROUND IRRAGATION SYSTEM PER SEPARATE PERMIT.

F. PROVIDE WOVEN-FABRIC LANDSCAPING FABRIC AND 3" MIN. DARK BROWN FIR MULCH THROUGHOUT ALL LANDSCAPED AREAS (TAPER GRADE TO PLANTS).

GENERATOR

10'-2 1/2"

11 '-1 "

SEE CIVIL FOR ALL PUBLIC WORKS, C2.1 FOR UTILITIES

AND C2.2 FOR GRADING PLANS

10'-6"

10'-10" 17'-2 1/2"

SUMP TRANSF.

__________________________

A1.1

3

__________________________

A1.1

2

TREES1.5" CALIPER MIN. AT TIME OF PLANTING

HERITAGE RIVER BIRCH

MAPLE MATSUMURAE

WHITE STAR MAGNOLIA

SHRUBS3 GAL. POT MIN. AT TIME OF PLANTING

CAMELLIA SASANQUA

CUTLEAF LILAC

NORTHWIND SWITCH GRASS

NATIVE SNOWBERRY

TUFTED HAIRGRASS

GROUNDCOVERS4" POT MIN. AT TIME OF PLANTING @ 18" O.C.

BLACK MONDO GRASS

GREEN MONDO GRASS

NATIVE BUNCHBERRY

SWORD FERN

FOUNTAIN GRASS

HARDSCAPESEE CIVIL FOR GRADINGAND STORMWATER PLANS

RIVER ROCK

STAMPED CONCRETE

SITE PLAN LANDSCAPING KEY:

FDC

INSTALL DCDA AND DCVA AT PROPERTY LINE IN BASEMENT, PER PWB REQUIREMENTS UNDER

SEPARATE PERMIT, SEE CIVIL C2.1 UTILITY PLAN

EXISTING GARAGE ON ADJACENT

PROPERTY

DOWNSPOUT (ABOVE)

STORMWATER COLLECTOR (ABOVE)

TUBE STEEL COLONNADE

CANOPY (ABOVE)

PROPERTY LINE

ELEVATED STAMPED

CONCRETE WALK

ROUND RIVER ROCK THROUGHOUT RAINGARDEN

AREA, UNDER TREES AND BENCHES

CUSTOM CONCRETE

BENCH

2A5.2

__________________________

24"

24"

VAULT ACCESSDOORS

LINE OF VAULT BELOW

LINE OF BUILDING ABOVE

SUMP PUMP ACCESS DOOR

PROPERTY LINE

EMERGENCY GENERATOR, ENCLOSE IN 8 FT TALL FULLY

SIGHT-OBSCURING SCREENING

9'-9"

14'-11"

36" MIN.

4

A1.1__________________________

ROUND RIVER ROCK

THROUGHOUT RAINGARDEN

AREA, UNDER TREES AND BENCHES

24" SQUARE STAMPED CONCRETE, SEE

CIVIL STORMWATER MANAGEMENT

CUSTOM CONCRETE

BENCH

STRUCTURAL COLUMN

CUSTOM CONCRETE BENCH

BIKE STAPLE

STORMWATER COLLECTOR (ABOVE) TUBE STEEL COLUMNS

1A5.2

__________________________

RETAINING WALL

TUBE STEEL COLONNADE

8'-0"

METAL PANEL SYSTEM PER

ELEVATION

GALVANIZED STEEL FRAME

PER STRUCTURAL

FOOTING PER STRUCTURAL

ORIGINAL SHEET SIZE: 24" x 36"

HALF SIZE: 12" x 18"

503.206.8380

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Portland, Oregon

www.wright-

john@wright-

Job #:

Drawing Number

Issued:

Project Owner:

Project Name:

PERMIT SUBMITTAL 8.16.2021

1 RESP. TO COMMENTS 9.9.2021

2 C.O.P. REVISIONS 11.15.2021

A1.1

SITE PLAN

SMART PDX PROPERTIES, LLC

MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

1" = 10'-0"1

SITE PLANN

1/4" = 1'-0"2

ENLARGED NORTH COURTYARD PLAN

1/4" = 1'-0"3

ENLARGED SOUTH COURTYARD PLAN

3/4" = 1'-0"4

MECHANICAL SCREEN SECTION DETAIL

N

N

2

UP

DN

UP

DN

1

A

N JESSUP ST.

N M

INN

ES

OT

A A

VE

.

NORTH

COURTYARD

SOUTH

COURTYARD

234567

B

C

D

E

F

18'-3"

13'-7"

24'-4"

13'-7"

18'-3"

2'-11"

15'-4"

0'-10"

12'-9"

5'-5 1/2"

13'-5 1/4"

5'-5 1/2"

12'-9"

0'-10"

17'-4"

0'-11"

14'-3" 14'-6" 31'-0" 14'-6" 14'-3"

COVERED COLONNADE

PROPERTY LINE

BUILDING LINE (ABOVE)

COLONNADE FENCE

9'-0"

18'-0"

__________________________1

A3.2

__________________________1

A3.1

__________________________1

A3.3

__________________________1

A3.4

72"

26"

72"

24"

__________________________

A6.7

2

__________________________

A6.5

2

__________________________

A6.3

1

__________________________

A6.1

3

__________________________

A6.9

2

W-1

TRASH

CANOPY (ABOVE)

CANOPY (ABOVE)

1.252.75

A.25

5.256.75

B.25

C.25

C.75

D.75

E.75

0'-11" 13'-4" 13'-7" 0'-11" 15'-6" 15'-6" 0'-11" 13'-7" 11'-4" 2'-11"

1A4.3

__________________________

GENERAL PLAN NOTES:

A. ALL WALL DIMENSIONS ARE TO FACE OF FRAMING (STUD

AND SHEATHING, CONCRETE, OR CMU BLOCK), ALL POSTS, PLUMBING FIXTURES, AND OPENINGS (WINDOW, DOOR, AND VENT) DIMENSIONS ARE TO CENTERLINE, OTHER DIMENSIONS SUCH AS CLEARANCES, STAIRS, OR CASEWORK ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

B. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD BEFORE CONSTRUCTION BEGINS. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES ON DRAWINGS.

C. AN ENGINEERS SPECIFICATION SHALL SUPERSEDE ARCHITECTURAL SPECIFICATION.

D. INTERIOR CORRIDOR FINISH FLOOR LEVEL SAME AS UNIT INTERIOR FINISH FLOOR LEVEL WITH 1/2" THRESHOLD MAX.

ALL EXTERIOR LANDINGS 2% SLOPE MAX.

E. ALL EXPOSED CONCRETE FLOORS ON FOUNDATION, FIRST AND SECOND LEVELS SEE PROJECT MANUAL FOR FINISH.

F. ALL EXPOSED CONCRETE CORE WALLS SEE PROJECT

MANUAL FOR FINISH.

G. ALL FLOORS ON LEVELS 3-8 SHALL BE LVL PER PROJECT MANUAL.

H. CEILING FINISH:ALL BASEMENT, FIRST, AND SECOND LEVEL CEILINGS ARE EXPOSED CONCRETE, FINISH PER PROJECT MANUAL. ALL HALLWAY CEILINGS ON THIRD-8TH FLOORS ARE DROP CIELINGS LOCATED 8'-0" A.F.F. ALL OTHER CEILINGS ARE

GYPSUM WALL BOARD TIGHT AGAINST STRUCTURAL MPP PER ASSEMBLY. ALL EXPOSED PIPING, DUCTWORK, AND CONDUIT TO BE PAINTED TO MATCH ADJACENT SURFACE.

1A4.1

__________________________

STAIR 1

STAIR 2

ELEV.

CORRIDOR114

MAIN LOBBY100

MINNESOTA AVE

LOBBY116

TYPE B UNIT107

TYPE B UNIT108

TYPE B UNIT109

TYPE B UNIT110

COMMUNITY ROOM105

COMMUNITY ROOM106

REST. RM118

REST. RM119

BIKE PARKING A115

COMMUNITY ROOM102

OFFICE104

102

103

111

119

118

104

1A4.2

__________________________

1A4.4

__________________________

LOADING & TRASH103

101

120

115

LARGE PARCEL

PARCEL BOXES

117

100

MAINT.111

88'-6"

88'-0"

24"

DUMPSTER STORAGE

116

MAIL117

W5W5

W4

W5

W4

W4

W5

W5

W12

W12

3'-10 1/2"

12'-0"

2'-4 1/2"

10'-7 1/2"

2'-11 1/2"

2'-0 1/2"

3'-5"

2'-8 3/4"

4'-0"

6'-8 3/4"

3'-5"

5'-0"

10'-7 1/2"

4'-4 1/2"

10'-0"

3'-10 1/2"

4'-10 1/2" 6'-0"

3'-4 1/2" 3'-7 1/2"

6'-0" 4'-10 1/2"

6'-4 1/2"

5'-0"

6'-10 1/2"

6'-6" 4'-0" 5'-0" 12'-0" 3'-6" 2'-9"

102B

96"

120"

48"

FDC

1

2

34

5

5

6 67

8

9

9

10

11

EDGE OF VAULT BELOW

BUILDING LINE ABOVE

12

12

12

12

113

121

1

FLOOR PLAN KEYNOTES:

MAILBOXES PER USPS REQUIREMENTS

ELECTRONIC PARCEL STORAGE SYSTEM SUMP PUMP ACCESS HATCH

TRANSFORMER VAULT ACCESS HATCH PER PGE

REQUIREMENTS

STORMWATER COLLECTOR (ABOVE)

LOADING DOCK CORNER BUMPER

PARKING BOLLARD

WHEEL STOP

STAND PIPE, SEE FIRE PROTECTION

SHORT-TERM BICYCLE PARKING, SEE SHEET G9FOR BICYCLE PARKING STANDARDS

TRASH COMPACTOR, INSTALL PER MANUF. SPECS.

STEEL POST PER STRUCTURAL, CUSTOM COLOR

2

3

4

5

6

7

8

9

10

11

12



503.206.8380


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john@wright-

Job #:

Drawing Number

Issued:

Project Owner:

Project Name:




A2.1

FLOOR PLANLEVEL 1


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

FLOOR PLAN LEVEL 1N

2

2

FINISH FLOOR LEVEL 10'-0"








T.O. PARAPET85'-9"

ABCDEF C.5

T.O. ROOF84'-3"

A.25B.25C.25C.75D.75E.75

METAL SYSTEM LOUVERED VENT CAP, TYP.

G I F F I F A A A A B F F G I F F F G

B

B B B B

F F F F

A E

A

E F G I J G F A D E A BB B G G G F F

E A D A C B I J G I J F J F D A E A A A A J

F

I F

D B B A E

J FFB D B A

F G G F G F A A D E A A A B F F G I F F FA

D A A D

G F F F J F D A E A A A A J GIJ F F

D A D B A A A

J F

G

F F B E A D B A A A A J G F F G F F G D A A

F D E A B D A B G G GD

E

A E F F G I J G

F F F J

D E AB AGF E A

B

A A A A E

AAAAAGJFF

JIA

AD

EADAE

B B B B B I J G F F F J F D A E A A A A B G

F

F I J F

D E A A A A A

G G H GG

G E A D B A A A A J G F F G F F G D A A A E A A DBB

F F F G J F I G A A E B A A A B F F G I F F F A A A AEE A

F F F F I J F

A D E

A

E A E F F G I J G F A D E A B A A D J F I G F F J F

G H G G J

G G H G G A

A D E A E A E

A A A J G F F G G D A A A E

1A4.1

__________________________

F F

A

L M NM N L M N M

F

G

A

A

B

A

F

A

F

B

A

G

A

F

J

A

G

ELEVATOR OVERRUN

ENTRY CANOPY

ALUM. SSG STOREFRONT SYSTEM, SEE SCHEDULE

AND PROJECT MANUAL

CONCRETE COLUMN PER STRUCTURAL

TUBE STEEL COLONNADE, SEE SCHEDULE AND

PROJECT MANUAL

ALUM. SSG WINDOW WALL SYSTEM, SEE SCHEDULE AND PROJECT

MANUAL

METAL PANEL SYSTEM, SEE SCHEDULE AND

PROJECT MANUAL

ENTRY CANOPY

1A4.2

__________________________

5

A8.3__________________________

6

A8.2__________________________

4

A8.3__________________________

ROOF HATCH GUARDRAIL

F

__________________________

A9.3

3__________________________

A9.3

2 __________________________

A9.3

1

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

C

TYP.

C

TYP.

__________________________

A9.4

1

D

D D

__________________________

A9.4

3

DED D

DE E D D D

FDC

FIRE DEPARTMENT CONNECTION (FDC)

W/ REQUIRED SIGNAGE

1'-6"

11'-3"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

13'-0"

F

TUBE STEEL COLONNADE, SEE SCHEDULE AND

PROJECT MANUAL

15'-0"

15'-0"

EXISTING ADJACENT GARAGE



503.206.8380


Portland, Oregon

www.wright-

john@wright-

Job #:

Drawing Number

Issued:

Project Owner:

Project Name:




A3.2

EAST ELEVATION


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

EAST ELEVATION

2









T.O. PARAPET85'-9"

1234567

T.O. ROOF84'-3"

1.252.755.256.75

1A4.3

__________________________

F F F F A B D A DFG IF

D A A D A FA F F G F BG D D A A B

G G

D A E A A D A A

G G H G G G D A D E A F F F F F F F F F F D B

F G F F G F F D A A B A EA

A A D F F F I F F F AD

A B A A D A A E B F G G F B B C B B B B B

GG F I G F F F F D A A E A F F G I F G F FF

F F F F F D B FF FFFAADDABDFFFFFJFFFIF

FAAAAA

A

E

A

A F F F I G F A

D

A B A A D A A F F G G F F F D A A A A EA

E A F F G I F F FF

F F FF F D AAA A A FFF F F F F F F F D B D A F JF F A

EAAAADFFFG

B D D E A A F F F F F GFFFFJFFFI

F

FABEBA

GFFBEDAABAA

D

AAEFGGFG IGE

G F E A F F G I F F F

F

F F E B A A A A B

A A D A F G G

GFFFFFABAF DFJI FFF

F

FE

A

A

GF

B

F A B D AI A

BB

F

F

N L N M M M L N M L M M L M L N M L M M N

N

N M L N M M L M L L N M L L

M N M N

M L

N

MM N L M N M L N N

METAL PANEL SYSTEM, SEE SCHEDULE AND

PROJECT MANUAL

ENTRY CANOPY

ALUM. SSG STOREFRONT SYSTEM, SEE SCHEDULE

AND PROJECT MANUAL


COLUMN

1A4.4

__________________________

L

M N

N M N M

ELEVATOR OVERRUN ROOF HATCH GUARDRAIL

__________________________

A9.4

6 __________________________

A9.4

4

G F G G F F

__________________________

A9.3

9

TYP.

A

TYP. TYP. TYP. TYP. TYP. TYP. TYP.

A A A A A AC C C C C C

TYP.TYP.TYP.TYP.TYP.TYP.

DD D D

E

DD D

DD

D B D D

1'-6"

11'-3"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

13'-0"

STORMWATER COLLECTOR

G

C

AREA AFFECTED BY OSSC 705.8.6.2, VERTICAL

EXPOSURE FOR BUILDINGS ON SEPARATE LOTS

NO OPERABLE WINDOWS OR

MECHANCIAL OPENINGS



503.206.8380


Portland, Oregon

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Job #:

Drawing Number

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Project Owner:

Project Name:




A3.3

SOUTHELEVATION


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

SOUTH ELEVATION

2









T.O. PARAPET85'-9"

FINISH FLOOR BASEMENT-10'-0"

ABCDEF C.5

T.O. ROOF84'-3"

A.25B.25C.25C.75D.75E.751

A4.1__________________________

1A4.2

__________________________

ELECTRICALTRANSFORMER

CLASS A VAULT002

ELECTRICAL

ROOM003

FIRE / WATER

UTILITY ROOM004

MINNESOTA AVE

LOBBY116

COMMUNITY ROOM102

TYPE B UNIT202

TYPE B UNIT203

TYPE B UNIT204

OFFICE104

LOADING & TRASH103

TYPE B UNIT304

TYPE B UNIT303

TYPE B UNIT302

TYPE A UNIT402

TYPE B UNIT403

TYPE B UNIT404

TYPE B UNIT504

TYPE B UNIT503

TYPE B UNIT502

TYPE B UNIT602

TYPE B UNIT603

COMMUNITY ROOM604

TYPE B UNIT704

TYPE B UNIT703

TYPE B UNIT702

TYPE B UNIT802

TYPE B UNIT803

TYPE B UNIT804

__________________________

A5.1

2__________________________

A5.1

5

__________________________

A8.6

5

VAULT ACESS DOORS

CONCRETE COLUMNS

(BEYOND)

11'-2"

F4

W11 W10

F4

F3

F1

F1

F1

F1

F1

F1

R1

W7W4W4W2W8

W5 W10

W5W4 W5

9'-4"

1'-6"

11'-3"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

13'-0"

10'-0"



503.206.8380


Portland, Oregon

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john@wright-

Job #:

Drawing Number

Issued:

Project Owner:

Project Name:




A4.4

BUILDINGSECTION


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

NORTH-SOUTH BUILDING SECTION

GFI

D

SURFACE MOUNT FIXTURE

WALL MOUNT FIXTURE

PENDANT FIXTURE

EXHAUST FAN W/ LIGHT FIXTURE

EXHAUST HOOD W/ LIGHT

4' LED PENDANT LIGHT FIXTURE

VERTICLE LED LINEAR FIXTURE

4' STRIP LIGHT ABOVE /BELOW CABINENTS

WALL MOUNTED LIGHT FIXTURE

CEILING MOUNTED FIXTURE

RECESSED LED LIGHT FIXTURE

SINGLE SWITCH

DIMMER SWITCH

DUPLEX RECEPTICLE

DUPLEX RECEPTICLE W/ GFI

CARBON MONOXIDE ALARM

110 V SMOKE DETECTOR

DIGITAL THERMOSTAT, 48" A.F.F.

SD

CM

t

LIGHTING & MECHANICAL KEY:

ABBREVIATION KEY:C-1: COOKTOPM-1: MICROWAVE

MC-1: MEDICINE CABINETTP-1: TOILET PAPER HOLDERR-1: REFRIGERATORWD-1: WASHER/DRYERLVL-1: VINYL TILE**SEE SPECIFICATION SECTION

10.28.00 TOILET,BATH, AND LAUNDRY ACCESSORIES AND 11.30.13

NOTES:

* SEE ENLARGED UNIT PLANS FOR REFLECTED CEILING PLANS**ALL BASEMENT,FIRST, AND SECOND LEVEL CEILINGS ARE CONCRETE*** ALL HALLWAY CEILINGS ON THIRD-8TH FLOORS ARE DROP CIELINGS LOCATED 8'-0" A.F.F. ****ALL OTHER CEILINGS ARE GYPSUM WALL BOARD TIGHT AGAINST STRUCTURAL MPP.****ALL EXPOSED PIPING, DUCTWORK, AND CONDUIT TO BE PAINTED TO MATCH ADJACENT SURFACE.

1

A

234567

B

C

D

E

F

C.5

1.252.75

A.25

5.256.75

B.25

C.25

C.75

D.75

E.75

__________________________

A6.3

2

__________________________

A6.1

4

__________________________

A6.5

1

TRASHCHUTE

9"

1'-2".

1'-2"

3'-0"3'-0"

7 1/4"

7 3/4"

72°

0'-9" 1'-3 1/2"

1'-9"

0'-9"

3'-10"

2'-0"

52.79°

10'-4 1/4"

2'-2 1/4"

41°

2'-4"

0'-9"

1'-5 1/2"

0'-9"

108°

0'-9"

3'-6 1/4"

0'-9"

2'-1 3/4"

1'-3 1/2"

0'-9"

0'-9"

108°

2'-2"

SD

SD

SD

SD

SD

SD

CMSD

SD

TYPE 13 WATER CURTAIN SPRINKLER HEADS @ 6 FT O.C.,

MAX. 12" BELOW SOFFIT

TYPE 13 WATER CURTAIN SPRINKLER HEADS @ 6 FT O.C., 6" MIN. & 12" MAX.

FROM WINDOW, 12" MAX. BELOW CEILING

R 3'-

0"



503.206.8380


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john@wright-

Job #:

Drawing Number

Issued:

Project Owner:

Project Name:




A7.1

REFLECTEDCEILING PLAN

LEVEL 1


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

REFLECTED CEILING PLAN LEVEL 1N

2

2

D

D

D

D

D

D

DD

DD

D

D

D

D

D

D

D

D

D

D

DD

D D

DD

D

DD

D

GFI

D

1

A

234567

B

C

D

E

F

C.5

1.252.75

A.25

5.256.75

B.25

C.25

C.75

D.75

E.75

__________________________

A6.2

2

__________________________

A6.1

2

__________________________

A6.4

2

8'-0"

8'-0"8'-0"

9"

0'-9"

0'-9"

TYPE 13 WATER CURTAIN SPRINKLER HEADS @ 6 FT O.C., 6" MIN. & 12" MAX.

FROM WINDOW, 12" MAX. BELOW CEILING

SURFACE MOUNT FIXTURE

WALL MOUNT FIXTURE

PENDANT FIXTURE

EXHAUST FAN W/ LIGHT FIXTURE

EXHAUST HOOD W/ LIGHT

4' LED PENDANT LIGHT FIXTURE

VERTICLE LED LINEAR FIXTURE

4' STRIP LIGHT ABOVE /BELOW CABINENTS

WALL MOUNTED LIGHT FIXTURE

CEILING MOUNTED FIXTURE

RECESSED LED LIGHT FIXTURE

SINGLE SWITCH

DIMMER SWITCH

DUPLEX RECEPTICLE

DUPLEX RECEPTICLE W/ GFI

CARBON MONOXIDE ALARM

110 V SMOKE DETECTOR

DIGITAL THERMOSTAT, 48" A.F.F.

SD

CM

t

LIGHTING & MECHANICAL KEY:

ABBREVIATION KEY:C-1: COOKTOPM-1: MICROWAVE

MC-1: MEDICINE CABINETTP-1: TOILET PAPER HOLDERR-1: REFRIGERATORWD-1: WASHER/DRYERLVL-1: VINYL TILE**SEE SPECIFICATION SECTION

10.28.00 TOILET,BATH, AND LAUNDRY ACCESSORIES AND 11.30.13

NOTES:

* SEE ENLARGED UNIT PLANS FOR REFLECTED CEILING PLANS**ALL BASEMENT,FIRST, AND SECOND LEVEL CEILINGS ARE CONCRETE*** ALL HALLWAY CEILINGS ON THIRD-8TH FLOORS ARE DROP CIELINGS LOCATED 8'-0" A.F.F. ****ALL OTHER CEILINGS ARE GYPSUM WALL BOARD TIGHT AGAINST STRUCTURAL MPP.****ALL EXPOSED PIPING, DUCTWORK, AND CONDUIT TO BE PAINTED TO MATCH ADJACENT SURFACE.



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Drawing Number

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A7.2

REFLECTEDCEILING PLAN

LEVEL 2


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

3/16" = 1'-0"1

REFLECTED CEILING PLAN LEVEL 2N

2

2

W6

METAL STUD PER STRUCTURAL

(2) LAYERS 3/4" TYPE "X" GWB

1/2" RESILIENT CHANNEL @ 24" O.C.


GLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY FILL ALL PLUMBING CAVITIES W/

MINERAL WOOL INSULATION

(1) LAYER 5/8" GWB

6

C.25

W4

W1

METAL FURRING AS NEEDED


(1) LAYER 5/8" TYPE "X" GWB

1/2" RESILIENT CHANNEL @ 24" O.C.

GLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY


8"

4 1/2"

6"

1 3/4"

C.25

W15 W13

W15

W13

W4

1'-5" 2'-9 1/2"

W2

2'-0"

2'-2"



MINERAL WOOL INSULATION, FILL

ENTIRE CAVITY

(S) LAYERS 1/2" TYPE "X" GWB


(1) LAYER 1" GYPSUM LINER

PANELS

3/4"

6"

18"

18"

45 MIN. FIRE-RATED DOOR ON 30 SECOND

DELAY SELF-CLOSER

SPRINKLER HEAD DIRECTLY ABOVE

CHUTE DOOR

TRASH CHUTE DOOR TO FULLY LATCH IF

CHUTE IS FULLY OPEN

90 MIN. FIRE-RATED CHUTE DOOR, SEE

PROJECT MANUAL

W13 W15



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A8.7

INTERIOR WALLDETAILS


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

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

BEARING WALL TO NON-BEARING PARTITION PLAN DETAIL

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

NON-BEARING PARTITIONS @ COLUMN PLAN DETAIL

1 1/2" = 1'-0"3

TRASH CHUTE PLAN DETAIL2

MARK NAME DESCRIPTION FIRE RATING SOUND RATING

WALL ASSEMBLIES (cont.)

W10

3-HR FIRE RATED EXTERIOR

FOUNDATION WALLN/A

R-7.5 MIN. CONTINUOUS INSULATIONWEATHER RESISTANT BARRIERCAST-IN-PLACE CONCRETE WALL, REINFORCEMENT PER STRUCTURAL

W11

3-HR FIRE RATED INTERIOR BEARING

SHEAR WALL

VAR

IES,

SEE

STR

UCT

UR

AL

CAST-IN-PLACE CONCRETE WALL, REINFORCEMENT PER STRUCTURAL


FLOOR/CEILING ASSEMBLIES

F1

F3

2-HR FIRE RATEDINTERIOR

REINFORCED CONCRETE

FLOOR-CEILINGASSEMBLY

F4

F2 INTERIOR

SLAB ON GRADE


ROOF/CEILING ASSEMBLIES

FINISH FLOOR PER PLANACOUSTICAL UNDERLAYMENT1.5" GYPCRETE SLAB5" MPP PANEL(1) LAYER 5/8 TYPE 'X' GWB1/2" RESILIENT CHANNEL @ 12" O.C. PERP. TO JOISTS, CHANNELS ORIENTED OPPOSITE AT GWB JOINTS(1) LAYER 5/8 TYPE 'X' GWB, JOINTS FINISHED, PANELS INSTALLED WITH LONG DIMENSION PERPENDICULAR TO RESILIENT CHANNELS, PANELS SECURED WITH 1 IN. LONG TYPE S BUGLE-HEAD SCREWS SPACED 8 IN. OC IN BOTH THE FIELD AND THE PERIMETER, AND 1-1/2 IN. FROM SIDE EDGES OF THE BOARD

R1 1-HR FIRE RATED

ROOF ASSEMBLY

STC & ICC 45 MIN.FIELD TEST



0'-9

1/2

"

1'-0

3/8

"0'

-7"

0'-4

"

FINISH FLOOR PER PLAN4" MIN. CONCRETE SLAB PER STRUCTURALVAPOR BARRIER 8" MIN. 3/4" COMPACTED FREE DRAIN ROCKUNDISTURBED OR COMPACTED SOIL PER STRUCTURAL

TPO ROOF MEMBRANE(1) LAYER 1/2" BARRIER BOARD6" MIN. TAPERED RIGID INSULATION, STAGGERED JOINTSMOISTURE BARRIER5" MPP PANEL(1) LAYER 5/8 TYPE "X" GWB1/2" RESILIENT CHANNEL @ 12" O.C.(1) LAYER 5/8 TYPE "X" GWB, JOINTS FINISHED, PANELS INSTALLED WITH LONG DIMENSION PERPENDICULAR TO RESILIENT/FURRING CHANNELS, PANELS SECURED TO RESILIENT CHANNELS WITH 1 IN. LONG TYPE S BUGLE-HEAD SCREWS SPACED 8 IN. OC, WITH SCREWS LOCATED 4 IN. FROM AND ON EACH SIDE OF THE GYPSUM PANEL MID-SPAN, AND 1-1/2 IN. FROM SIDE EDGES OF THE BOARD

FINISH FLOOR PER PLANACOUSTICAL UNDERLAYMENTCONCRETE SLAB AND REINFORCEMENT PER STRUCTURAL

FINISH FLOOR PER PLANACOUSTICAL UNDERLAYMENTCONCRETE SLAB AND REINFORCEMENT PER STRUCTURAL


WALL ASSEMBLIES

W1 NON-RATED

INTERIORNON-BEARING

PARTITION

0'-4

7/8

"

N/A

W2

NON-RATEDINTERIOR

NON-BEARINGPLUMBINGPARTITION

(1) LAYER 5/8" GWB, JOINTS FINISHEDFILL ALL PLUMBING CAVITIES W/ MINERAL WOOL INSULATION6" METAL FRAMING STUDS @ 24" O.C. (1) LAYER 5/8" GWB, JOINTS FINISHED

0'-7

1/4

"

W3

NON-RATEDINTERIOR

NON-BEARINGPLUMBING PARTITION

(1) LAYER 5/8" GWB, JOINTS FINISHED3-5/8" METAL FRAMING STUDS @ 24" O.C.FILL ALL PLUMBING CAVITIES W/ MINERAL WOOL INSULATION3-5/8" METAL FRAMING STUDS @ 24" O.C.(1) LAYER 5/8" GWB, JOINTS FINISHED

1'-1

1/2

"

(1) LAYER 5/8" GWB, JOINTS FINISHED3-5/8" METAL FRAMING STUDS @ 24" O.C.(1) LAYER 5/8" GWB, JOINTS FINISHED

W6 2-HR FIRE RATED

INTERIORBEARING

WALL

0'-9

1/2

"

2-HOUR

TEST SOURCE:

BXUV-ANSI/ UL 263DESIGN NO. U425

W5 2-HR FIRE RATED

INTERIORNON-BEARING FIRE BARRIER

(2) LAYER 5/8" TYPE "X" GWB, JOINTS FINISHED AND STAGGEREDGLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY1/2" RESILIENT CHANNEL @ 24" O.C3-5/8" METAL FRAMING STUDS @ 24" O.C.(2) LAYER 5/8" TYPE "X" GWB,JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE

0'-6

5/8

"

W4 1-HR FIRE RATED

INTERIORNON-BEARING

FIRE PARTITION

0'-5

3/8

"

2-HOURFIELD TEST

1-HOURFIELD TEST

N/AN/A

2-HOUR

TEST SOURCE:


(2) LAYER 3/4" TYPE "X" GWB, JOINTS FINISHED AND STAGGEREDGLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY1/2" RESILIENT CHANNEL @ 24" O.C.6" METAL FRAMING STUDS, SEE STRUCTURAL (2) LAYER 3/4" TYPE "X" GWB,JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE

N/A

(1) LAYER 5/8" TYPE "X" GWB, JOINTS FINISHEDGLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY1/2" RESILIENT CHANNEL @ 24" O.C MAX.3-5/8" METAL FRAMING STUDS @ 24" O.C. MAXIMUM, SEE STRUCTURAL(1) LAYER 5/8" TYPE "X" GWB, JOINTS FINISHED

1-HOUR

TEST SOURCE:


N/AN/A

N/AN/A

4-HOUR

TEST SOURCE:

TABLE 721.1(2)

4-HOUR

TEST SOURCE:

TABLE 721.1(2)

4-HOUR

TEST SOURCE:

TABLE 721.1(2)

4-HOUR

TEST SOURCE:

TABLE 721.1(2)







REINFORCED CONCRETE




BEARING WALLW9


NON-BEARINGWALL

W8

NON-RATED EXTERIOR

NON-BEARINGWALL

W7

0'-1

1"1'

-0 1

/4"

METAL WALL PANEL PER ELEVATIONS1-1/2" RIGID INSULATIONZ-GIRT SUB-FRAMING @ 24" O.C.WEATHER RESISTANT BARRIER(2) LAYERS 3/4" TYPE "X" GYPSHEATHING, JOINTS TAPED AND STAGGERED6" METAL FRAMING STUDS, SEE STRUCTURAL GLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY(2) LAYERS 3/4" TYPE "X" GWB,JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE

1-HOUR

TEST SOURCE:


2-HOUR

TEST SOURCE:


N/A

METAL WALL PANEL PER ELEVATIONS1-1/2" RIGID INSULATIONZ-GIRT SUB-FRAMING @ 24" O.C.WEATHER RESISTANT BARRIER(1) LAYER 5/8" TYPE "X" GYPSHEATHING, JOINTS TAPED6" METAL FRAMING STUDS, SEE STRUCTURAL GLASS FIBER OR MINERAL WOOL INSULATION, FILL ENTIRE CAVITY1/2" RESILIENT CHANNEL @ 24" O.C.(1) LAYER 5/8" TYPE "X" GWB,JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE


0'-1

1"




W13

2-HR FIRE RATED INTERIOR

NON-BEARINGSHAFT ENCLOSURE

FIRE BARRIER

2-1/2" MIN. GALV. "J" RUNNER PERIMETER2-1/2" MIN. GALV. "C-H" STUDS @ 24" O.C.(1) LAYER 1" GYPSUM LINER PANELS, PANELS CUT 1 IN. LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT, VERTICAL EDGES INSERTED IN "H" PORTION OF "C-H" STUDS, FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF VERTICAL "J" - RUNNERS WITH 1-5/8 IN. LONG TYPE S STEEL SCREWS SPACED NOT GREATER THAN 12 IN. OC.(2) LAYERS 5/8" TYPE "X" GWB, BASE LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 24 IN. OC VERTICALLY, FACE LAYER ATTACHED TO STUDS WITH 1-5/8 IN. LONG TYPE S STEEL SCREWS SPACED 12 IN. OC VERTICALLY AND STAGGERED 12 IN. FROM BASE LAYER SCREWS

2-HOUR

TEST SOURCE:

BXUV-ANSI/ UL 263DESIGN NO. U415B

0'-3

3/4

"

W12

2-HR FIRE RATED INTERIORBEARING

WALL

0'-9

"

2-HOUR

TEST SOURCE:


(2) LAYER 3/4" TYPE "X" GWB, JOINTS FINISHED AND STAGGERED6" METAL FRAMING STUDS, SEE STRUCTURAL (2) LAYER 3/4" TYPE "X" GWB,JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE

N/A


0'-8

1/2

"


NON-BEARINGWALLW

141-HOUR

TEST SOURCE:



0'-1

1 7/

8"



W15

2-HR FIRE RATED INTERIOR

NON-BEARINGFIRE PARTITION

0'-3

5/8

"(2) LAYERS 1/2" TYPE "X" GWB, JOINTS FINISHEDMINERAL WOOL INSULATION, FILL ENTIRE CAVITY1-5/8" METAL FRAMING STUDS @ 16" O.C. MAXIMUM, SEE STRUCTURAL(2) LAYERS 1/2" TYPE "X" GWB, JOINTS FINISHED AND STAGGERED FROM OPPOSITE SIDE

2-HOUR

TEST SOURCE:



0'-8

3/8

"

2



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Portland, Oregon

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john@wright-

Job #:

Drawing Number

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Project Owner:

Project Name:




G6

ASSEMBLIES


MINNESOTAPLACES

2020

PERMITDOCUMENTS

1220 N. JESSUP ST.

n jessup st

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