R4-A702.pdf

1 4

ALUM

NOT USED ALUM

HM

3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-6"

19'-1 1/2"

3' -4

5'

-8

9' -0

3'-6"2" EQ. 2" EQ. 2" EQ. 2" EQ. 2"

16'-8"

4"

7' -3

2" 7'

-9

HM

2" 1'-7"

2" 3'-0"

2" 1'-7"

2"

6'-10 1/2"

4" 6'

-8

2" 2'

-4

2"

T.O. SLAB

SCHEDULE

SEE DOOR

HM

SCHEDULE

SEE DOOR

HM

2"

2" 2" 2" 2"

4"

HM DOUBLE EGRESS

2"

2" 2"

2"

A703

A703

A703

A703

A703

A703

A703

A703

A703

A703

SCHEDULE

SEE DOOR

T.O. SLAB

HM

IL-1AIL-1A IL-1A

LG-1 LG-1 LG-1 LG-1 LG-1

LG-1 LG-1

LG-1LG-1LG-1

IL-1A

LG-1 LG-1

REMOVABLE

EMERGENCY

STOP AT

LATCH SIDE

W1

AL

W2

AL

W3

EQ. EQ. EQ. EQ. EQ.

16'-3"

3' -4

5'

-8

T.O. SLAB T.O. SLAB

W4

W14

2"

1'-3 1/2"

2"

3'-2"

2"

1'-3 1/2"

2"

3'-2"

2"

1'-3 1/2"

2"

3'-2"

2"

1'-3 1/2"

2" 2"

2' -4

2"

6' -8

4"

16'-0"+/-

9' -8

W5 W7 W8 W9

3' -0

4'

-9

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

17'-10"

3' -0

4'

-9

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

8'-4" 3'-6 1/2" 3'-6 1/2" 3'-6 1/2"

10'-7 1/2"

2' -1

0"

2"

4' -1

0"

2"

3' -0

2"

4' -0

2"

4'-6"

2' -1

0" 4'

-2

2"

EQ.

2"

EQ.

2"

8'-6"

3' -2

4'

-0

2" 1'-8"

2"

2'-0"

EQ. EQ. EQ. EQ. EQ.

15'-5 1/2"

W10

T.O. SLAB

9' -0

EQ. EQ. EQ.

8'-9 1/2"

W11

EQ. EQ. EQ.

8'-6"

3' -0

4'

-4

2" 2"

W12

3'-9"

3' -6

4'

-0

W13

17'-10"

2"

EQ.

2"

EQ.

2"

EQ.

2"

EQ.

2"

W15 W16 W17 W18

2" 4'

-0

2"

2" 2'-4" 2"

2'-8"

2" 4'

-0

2"

2" 2'-3" 2"

2'-7"

3' -6

4'

-4

3' -6

4'

-4

4" 8'

-6

2" 9'

-0

1'-9 1/2" 2'-6 1/2"

4" 8'

-6

2" 9'

-0

4"

7' -3

2" 7'

-9

2" 4'

-5

2"

2" 4'

-5

2"

5' -8

4' -4

2" 3'

-8

2"

2"

8' -6

4" 4" 8'

-6

2"

2"

3' -1

0"

2"

2"

4' -0

2"

2"

3' -8

2"

T.O. SLAB

A703

A703

A703

A703

A703

A703

A703

A703

A703

2"

4'-2"

2"

A702

A702

W6

3' -4

3'

-6

3'-11"

A703

4'-9" 1'-2" 4'-9"

5"

2" 3'

-6

2"

3' -4

3'

-1 0"

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

10'-11"

W19

EQ. EQ.

1' -6

EQ. 8" EQ.

IL-1A IL-1A IL-1A IL-1A

IL-1A

NOTE: USE SPANDRAL GLASS IL-1B W/ THIS WINDOW TYPE

@ ALL OPAQUE CONDITIONS SEE PLANS & SECTIONS

LG-1 LG-1 LG-1 LG-1 LG-1

LG-1 LG-1 LG-1

LG-1 LG-1

LG-1 LG-1 LG-1

LG-1 LG-1 LG-1 LG-1 LG-1 LG-1 LG-1 LG-1

LG-1 LG-1 LG-1

LG-1

LG-1 LG-1 LG-1 LG-1 LG-1 LG-1 LG-1

LG-1 LG-1 LG-1 LG-1 LG-1 LG-1 LG-1

LG-1 LG-1 LG-1 LG-1

LG-1 LG-1 LG-1

IL-1A

LG-1 LG-1LG-1

2" 3'

-4

2"

3' -6

3'

-8

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

16'-0"

W20

W21

T.O. SLAB T.O. SLAB

2" 5'

-4

2"

3' -4

5'

-8

EQ EQ EQ

11'-7"

LG-1 LG-1 LG-1

HM HM HM HM

HM

HM HM HM HM HM HM HM

AL HM HM HM HM HM HM

1'-0"

HIDDEN UNDER COUNTER BRACING

(16" O.C. MAXIMUM)

SS-1

SPRING-LOADED GUIDE

- REFER TO MANUFACTURERS

INSTALLATION INSTRUCTIONS

OVER-HEAD TRACK

DOUBLE METAL BOX

HEADER @ HEADER

PASS-THRU WINDOW

ASSEMBLY - INSTALL PER

MANUFACTURERS INSTRUCTIONS

WOOD BLOCKING

3' -6

A F

F

4' -2

GLAZING LG-1

HIDDEN UNDER COUNTER BRACKET

(16" O.C. MAX)

WALL MOUNTED ROLLING

SHUTTER DOOR - REFER

TO SPECS

ATTACH TO WALL PER MANUFACTURERS

RECOMMENDATIONS

3' -6

1'-0"

PROVIDE BLOCKING AS NEEDED

SS-1

3' -0

A F

F

A503

TYP

WALL MOUNTED ROLLING

SHUTTER DOOR - REFER

TO SPECS

ATTACH TO WALL PER MANUFACTURERS

RECOMMENDATIONS

3' -8

1"

PROVIDE BLOCKING AS NEEDED

2' -1

0"

A F

F

SS-1

A503

TYP

DOUBLE METAL BOX

HEADER @ HEADER

HOLLOW METAL FRAME

GLAZING

HIDDEN UNDER COUNTER BRACKET

(16" O.C. MAX)

SS-1

6"

3' -6

A F

F

6"

3' -8

DEAL TRAY - C.R. LAURENCE CO. -

CTDB08 (8"x10") - - REFER TO

MANUFACTURERS INSTRUCTIONS

FOR INSTALLATION

SPEAK-THRU - C.R. LAURENCE CO. -

SST7 - REFER TO MANUFACTURERS

INSTRUCTIONS FOR INSTALLATION

1' -6

CL

EQ.10"EQ.

on e-ei gh th in ch o ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot

REVISIONS DATE

G E

N E

R A

L N

O T

E S

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.Drawing Title Project Title

Location

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

Renovate Mental Health Inpatient Ward

TRUE NORTH

PLAN NORTH

As indicated

C

U s e rs

\P u b lic

\D o c u m e n ts

\R e v it P ro je c ts

\R -C

P S

M P

L S

I P

M H

S

S c h lo tt h a u e r.

rv t

/1

/2

:4 :5

A

M

4/12/2021 RJO JJG

618-17-127

1338 - A702

DOOR & WINDOW DETAILS

1 Veterans Dr., Minneapolis, MN 55417

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

WINDOW TYPES

3" = 1'-0"

SECTION DETAIL - PASS-THRU WINDOW

1 1/2" = 1'-0"

SHUTTER DOOR @ SERVING AREA

1 1/2" = 1'-0"

SHUTTER DOOR @ SERVING AREA

1 1/2" = 1'-0"

EXCHANGE WINDOW @ HIGH ACUITY RN STATION

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot

REVISIONS DATE

G E

N E

R A

L N

O T

E S

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.Drawing Title Project Title

Location

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

Renovate Mental Health Inpatient Ward

TRUE NORTH

PLAN NORTH

As indicated

C

U s e rs

\P u b lic

\D o c u m e n ts

\R e v it P ro je c ts

\R -C

P S

M P

L S

I P

M H

S

S c h lo tt h a u e r.

rv t

/1

/2

:4 :5

A

M

4/12/2021 RJO JJG

618-17-127

1338 - A702

DOOR & WINDOW DETAILS

1 Veterans Dr., Minneapolis, MN 55417

GENERAL NOTES: DOOR AND WINDOW TYPES

1. CONTRACTOR TO FIELD VERIFY ALL FRAME OPENINGS PRIOR TO MANUFACTURING FRAMES.

2. ALL FRAMES ARE 2" (NOMINAL) FRAMES U.N.O.

3. FRAME 6 AND WINDOW 14 ARE TO BE CONSTRUCTED AS A SINGLE FRAME AT ROOM 1K-118.

4. WINDOW 4 AND AND WINDOW 21 ARE TO BE CONSTRUCTED AS A SINGLE FRAME AT ROOM 1H-110A

5. WINDOW 17 AND WINDOW 18 ARE TO BE CONSTRUCTED AS A SINGLE FRAME AT ROOM IL-120.

6. WINDOW 20 AND WINDOW 13 ARE TO BE CONSTRUCTED AS A SINGLE FRAME AT ROOM IL-120.

REVISION SET 4