Dwgs Bid Documents-part 7-1 REV.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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EE411-38

PANEL SCHEDULES - BUILDING 38 -

FIRST LEVEL

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090

A. PANEL AIC (INTERRUPTING) RATING SHALL BE MINIMUM 120% OF THE AVAILABLE SCC (SHORT CIRCUIT CURRENT).

GENERAL REMARKS:

CIRCUIT BREAKER OPTIONS SUFFIX: 'S' OR 'ST' - PROVIDE SHUNT TRIP CIRCUIT BREAKER / 'G' OR 'GFCI' - PROVIDE GFCI CIRCUIT BREAKER / 'GFP' - PROVIDE GFP CIRCUIT BREAKER / 'ERMS' - ENERGY REDUCING MAINTENANCE SWITCH / 'ZSI' - ZONE SELECTIVE INTERLOCKING / 'L' - PROVIDE CIRCUIT BREAKER WITH LOCKING

PROVISIONS / 'R' - PROVIDE CIRCUIT BREAKER WITH RED MARKING

OPTIONS:

65 A

SPARE CAPACITY:

64 %

FEEDER AVAILABLE:

EQUIPMENT AMPS: 100 A

CONSIDER 125% DEMAND: 15934 A

RED 5766 VA 0.01% 1 VA DEMAND CURRENT: 35 A

MTR 4780 VA 112.11% 5359 VA DEMAND LOAD: 12747 VA

REC 180 VA 100.00% 180 VA CONNECTED CURRENT: 46 A

PWR-C 5766 VA 125.00% 7208 VA CONNECTED LOAD: 16492 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL AMPS: 42 A 42 A 53 A

TOTAL LOAD: 5039 VA 5039 VA 6414 VA

41 1195 VA 0 VA 1 20 A -- SPARE 42

SSIU-129B/SSOU-129B 25 A 2

1195 VA 0 VA 1 20 A -- SPARE 40

37 1195... 0 VA 1 20 A -- SPARE 38

SSIU-129A/SSOU-129A 25 A 2

1195 VA 180 VA 1 20 A REC - ROOF 36

33 1922 VA 1922 VA 34

31 1922... 1922 VA 32

PWR-C TELECOM 129 RACK

RECEPTACLE

20 A 3

1922 VA 1922...

3 20 A

PWR-C TELECOM 129 RACK

RECEPTACLE

27 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 28

25 0 VA 0 VA 26

EXISTING -- 30 A 2

0 VA 0 VA

2 20 A -- EXISTING

21 EXISTING -- 20 A 1 0 VA 0 VA 1 30 A -- EXISTING 22

19 EXISTING -- 20 A 1 0 VA 0 VA 20

17 EXISTING -- 20 A 1 0 VA 0 VA

2 20 A -- EXISTING

15 0 VA 0 VA 1 20 A -- EXISTING 16

EXISTING -- 20 A 2

0 VA 0 VA 1 20 A -- EXISTING 14

11 FIRE ALARM -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 12

9 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 10

7 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 8

5 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 6

3 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 4

1 EXISTING -- 20 A 1 0 VA 0 VA 1 20 A -- EXISTING 2

C... CIRCUIT DESCRIPTION OPT RATI... POL... A B C POL... RATI... OPT CIRCUIT DESCRIPTION C...

NEMA ENCLOSURE: 1

MOUNTING: SURFACE AVAILABLE SCC (kA): < 10 PANEL POLES: 42

SERVICE RATED: No INTEGRAL SPD: Yes SECTIONS: 1

BRANCH: NORMAL WIRES: 4 MCB OPTIONS: NONE

SUPPLY FROM: PHASES: 3 MCB/MLO RATING: 100 A

LOCATION: TELECOM 129 VOLTS: 208/120 WYE MAINS TYPE: MCB

LIGHTING PANEL: L-3

Revisions: Date:

HAUSER

TRACY J.

10206

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ROFESSIONAL ENGINEER

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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TN111-50

FIRST LEVEL LOW VOLTAGE FLOOR

PLAN - BUILDING 50

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

11/29/2021 KSB NMT16090

11/29/2021

1/4" = 1'-0"

FIRST LEVEL LOW VOLTAGE FLOOR PLAN - BUILDING 50

SHEET NOTES:

1. REFER TO CIVIL PLANS FOR POWER DUCT BANK ROUTING.

2. PROVIDE 12 STRAND SINGLE MODE FIBER FROM BUILDING 50 PARALLELING

SWITCHGEAR CONTROLLER TO THE RELOCATED ATS CONTROLLER IN BUILDING 5,

ROOM B66. UPDATE THE ATS/GENERATOR CONTROLLER TO INTERFACE WITH THE

REMOTE I/O CONTROLLER.

3. REFER TO ONE-LINE ON SHEET EE500 FOR CONDUIT AND CONDUCTOR SIZE.

4. PROVIDE STAINLESS STEEL OR ALUMINUM PULL BOX SIZED AS REQUIRED FOR

CONDUITS SHOWN IN 12-WAY POWER DUCT BANK DETAIL. PAINT PULL BOX TO

MATCH BUILDING FINISH. PROVIDE BARRIER TO SEPARATE CONTROLS CONDUIT

FROM POWER CONDUITS. EXTEND ACTIVE CONDUITS INTO BUILDING 50. FUTURE

DUCT BANK CONDUITS SHALL EXTEND TO PULL BOX, BUT NOT ENTER BUILDING 50.

SHERMAN

ERIC G.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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P M

MD111-52

FIRST LEVEL MECHANICAL

DEMOLITION PLAN - BUILDING 52

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 EGS PHV16090

1/8" = 1'-0"

1-Floor Plan - BLDG 52 - MECHANICAL DEMOLITION

1:96

8' 12'

Revisions: Date:

1. COVER SHEET GENERAL NOTES APPLY TO ALL SHEETS.

2. ON DEMOLITION PLANS; EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN DASHED, EXISTING

MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER PLANS, NEW

MECHANICAL SYSTEMS ARE INDICATED WITH HEAVY LINE WEIGHTS.

3. UNLESS NOTED OTHERWISE, DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL

PIPING, EQUIPMENT AND DUCTWORK INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

4. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO

PERFORM THIS WORK.

GENERAL NOTES:

1. DEMOLISH EXISTING CEILING MOUNTED UNIT AND ASSOCIATED PIPING.

SHEET NOTES:

SSIU-106

SHERMAN

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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07/06/2021

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MH111-52

FIRST LEVEL DUCTWORK PLAN -

BUILDING 52

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 EGS PHV16090

1/8" = 1'-0"

1-Floor Plan - BLDG 52 - DUCTWORK

1:96

8' 12'

Revisions: Date:

1. COVER SHEET GENERAL NOTES APPLY TO ALL SHEETS.

2. ON DEMOLITION PLANS; EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN DASHED, EXISTING

MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER PLANS, NEW

MECHANICAL SYSTEMS ARE INDICATED WITH HEAVY LINE WEIGHTS.

3. UNLESS NOTED OTHERWISE, DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL

PIPING, EQUIPMENT AND DUCTWORK INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

4. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO

PERFORM THIS WORK.

GENERAL NOTES:

1. OUTDOOR UNIT MOUNTED ON ROOF ABOVE.

SHEET NOTES:

SSIU-106

REFS AND REFL UP TO

CONDENSING UNIT

MOUNTED ON ROOF

SHERMAN

ERIC G.

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H D A K O

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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P M

MP111-52

FIRST LEVEL PIPING PLAN -

BUILDING 52

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 EGS PHV16090

1:96

8' 12'1/8" = 1'-0"

1-Floor Plan - BLDG 52 - PIPING

Revisions: Date:

1. COVER SHEET GENERAL NOTES APPLY TO ALL SHEETS.

2. ON DEMOLITION PLANS; EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN DASHED, EXISTING

MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE WEIGHT. ON ALL OTHER PLANS, NEW

MECHANICAL SYSTEMS ARE INDICATED WITH HEAVY LINE WEIGHTS.

3. UNLESS NOTED OTHERWISE, DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL

PIPING, EQUIPMENT AND DUCTWORK INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

4. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO

PERFORM THIS WORK.

SHEET NOTES:

1. ROUTE CONDENSATE DRAIN TO MOP SINK.

GENERAL NOTES:

D

D

D

D

D

D

D

D

NC

4D/4 4D/0

4D/0

4D/0 4D/2

4D/0 4D/2

4D/14D/0

4D/2 4D/0 4D/1

4D/2

4D/1

4D/4

4D/0

4D/1

4D/1

4D/0

4D/0 4D/1

WAP

WAP

WAP

WAP

ED311-52

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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P M

ED111-52

FIRST LEVEL ELECTRICAL

DEMOLITION FLOOR PLAN -

BUILDING 52

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090

1/8" = 1'-0"

FIRST LEVEL ELECTRICAL DEMOLITION FLOOR PLAN - BUILDING 52

1:96

8' 12'

Revisions: Date:

CABLING NOTES:

A. THE EXISTING CABLE COUNT ARE THE CABLES

CURRENTLY PRESENT IN THE SPACE. THE CABLE

RELOCATION COUNT ARE THE NEW OR RELOCATED CABLES

TO BE FED FROM THE SPACE. THE FINAL CABLE COUNT ARE

THE CABLES THAT WILL BE PRESENT IN THE SPACE AT THE

COMPLETION OF THE PROJECT.

ROOM 106

EXISTING CABLE COUNT

DATA (CAT6): 98

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

CABLE RELOCATION COUNT

DATA (CAT6): 0

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

EXISTING CABLE TO REMAIN

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

FINAL CABLE COUNT

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

C R

D

W

NCC

E

E

BAS BAS

E E

E

E

12"x4"

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ED311-52

FIRST LEVEL ELECTRICAL

DEMOLITION - BUILDING 52 -

ENLARGED ROOMS

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090Revisions: Date:

1/2" = 1'-0"

FIRST LEVEL ELECTRICAL DEMOLITION - BUILDING 52 - ROOM 106

CABLING NOTES:

A. THE EXISTING CABLE COUNT ARE THE CABLES CURRENTLY PRESENT IN THE SPACE. THE CABLE RELOCATION COUNT ARE THE NEW OR RELOCATED CABLES TO BE FED FROM THE SPACE. THE FINAL CABLE COUNT ARE THE CABLES THAT WILL BE PRESENT IN THE SPACE AT THE COMPLETION OF THE

PROJECT. REMOVE ALL UNUSED CABLING AT THE COMPLETION OF THE PROJECT.

1. ROOM 106

EXISTING CABLE COUNT

DATA (CAT6): 98

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

CABLE RELOCATION COUNT

DATA (CAT6): 0

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

EXISTING CABLE TO REMAIN

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

FINAL CABLE COUNT

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

1:24

2' 3'

D

D

D

D

D

D

D

NC

O

N

STORAGE

TELECOM

GROUP

107A

CLOSET

104-1

OFFICE-1

EXAM

EXAM

HAC

STAF TOILET

OFFICE

102-1

OFFICE-1

WOMENS TOILET

MENS TOILET

BREAK ROOM

RECEP / WAITING

100-1

CORRIDOR-1

118-1

MECH-1

STORAGE

STAIR 1

EXAM

101A

CORRIDOR

T311-52

T311-52

106-B 106-A

SSIU-106

SSOU-106

WP

4D4D

WAP

WAP

WAP

WAP

4D 4D

4D

4D 4D

4D 4D

4D

4D

4D

4D

4D

4D 4D

4D

4D

4D4D 4D

106-B-9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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TN111-52

FIRST LEVEL LOW VOLTAGE FLOOR

PLAN - BUILDING 52

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090

1/8" = 1'-0"1

FIRST LEVEL LOW VOLTAGE FLOOR PLAN - BUILDING 52

1:96

8' 12'

SHEET NOTES:

1. CONDENSING UNIT LOCATED ABOVE THIS ROOM ON ROOF LEVEL. PROVIDE (1) GFCI RATED DUPLEX

RECEPTACLE IN WEATHER PROTECTING CASE WITHIN 25 FEET OF MECHANICAL EQUIPMENT.

C R

C

ID

T311-52 a

106-B 106-A W

NCC

BAS BAS

E E

E E E

106-A-1,3,5

106-B-1,3,5

18 - b c

18 - d

106-A-9

106-B-7

106-A-7

E

MOTION W

SIDE CABLE

MANAGEMENT

(TYP)

RACK 1 ELECTRONIC EQUIPMENT AND DISTRIBUTION

NOTES:

1. COORDINATE FINAL RACK LAYOUT WITH OWNER'S IS/IT REPRESENTATIVE.

2. PROVIDE COMPONENTS NOT LISTED "BY OWNER".

3. SEE SPECIFICATION FOR ADDITIONAL RACK COMPONENTS.

4. COORDINATE EXACT RACK LOCATION WITH OWNER PRIOR TO PERMANENT INSTALLATION.

5. REFER TO NEW WORK PLAN FOR RACK LOCATIONS.

6. CONTRACTOR IS RESPONSIBLE FOR FINAL DEVICE COUNT AND QUANTITY OF PATCH

PANELS, SWITCHES, FIBER ENCLOSURES, AND CABLE MANAGEMENT REQUIRED.

7. COORDINATE INSTALLATIONS WITH OWNER'S IS/IT REPRESENTATIVE.

1U 48 STRAND OM4 FIBER OPTIC DISTRIBUTION PANEL

1U RACK BONDING BUSBAR

1U 24 STRAND OS1 FIBER OPTIC DISTRIBUTION PANEL

1U BLANKING PANEL

1U BLANKING PANEL

SPACE FOR

OWNER EQUIPMENT

AND FOR NON-IT

SYSTEM

ELECTRONICS

1U 48 PORT UTP BACKBONE PATCH PANEL

1U CABLE MANAGEMENT

CHANNEL RACK

12U SPACE FOR FUTURE

2U DATA PATCH PANEL

1U CABLE MANAGEMENT

2U DATA PATCH PANEL

1U CABLE MANAGEMENT

2U DATA PATCH PANEL

1U CABLE MANAGEMENT

V E

R T

IC

A

L R

A C

K P

D U

V E

R T

IC

A

L R

A C

K P

D U

1U NETBOTZ 750 MONITOR SYSTEM

T311-52 a

106-B 106-A

BAS BAS

E E

18 - b c

18 - d

12"x4"

E

I1

I1 106-A-11

MEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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T311-52

ENLARGED ROOM 106 VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090

CABLING NOTES:

A. THE EXISTING CABLE COUNT ARE THE CABLES

CURRENTLY PRESENT IN THE SPACE. THE CABLE

RELOCATION COUNT ARE THE NEW OR RELOCATED CABLES

TO BE FED FROM THE SPACE. THE FINAL CABLE COUNT ARE

THE CABLES THAT WILL BE PRESENT IN THE SPACE AT THE

COMPLETION OF THE PROJECT.

ROOM 106

EXISTING CABLE COUNT

DATA (CAT6): 98

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

CABLE RELOCATION COUNT

DATA (CAT6): 0

DATA (CAT5): 0

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

EXISTING CABLE TO REMAIN

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

FINAL CABLE COUNT

DATA (CAT6): 98

VIDEO: 0

PATIENT MONITORING: 0

COMMERCIAL WIRELESS: 0

1/2" = 1'-0"

ENLARGED ROOM 106 - BUILDING 52 - POWER & DATA

NO SCALE

RACK ELEVATION - ROOM 106

1/4" = 1'-0"

18 - a

1/2" = 1'-0"

ENLARGED ROOM 106 - BUILDING 52 - LIGHTING & CABLE TRAY

1/4" = 1'-0"

18 - b 1/4" = 1'-0"

18 - c

1/4" = 1'-0"

18 - d

1:24

2' 3'

1:24

2' 3'

HAUSER

TRACY J.

10206

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S O

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H D A K O

T A

R E

G . NO.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

07/06/2021

B

IM

/2

.0

V

A S io u x F a lls

E H

R M

/2

.0

V

A S io u x F a lls

E H

R M l_ S

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.r v t

/6

/2

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P M

EE411-52

PANEL SCHEDULES - BUILDING 52 -

FIRST LEVEL

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 KSB NMT16090Revisions: Date:

A. PANEL AIC (INTERRUPTING) RATING SHALL BE MINIMUM 120% OF THE AVAILABLE SCC (SHORT CIRCUIT CURRENT).

GENERAL REMARKS:

CIRCUIT BREAKER OPTIONS SUFFIX: 'S' OR 'ST' - PROVIDE SHUNT TRIP CIRCUIT BREAKER / 'G' OR 'GFCI' - PROVIDE GFCI CIRCUIT BREAKER / 'GFP' - PROVIDE GFP CIRCUIT BREAKER / 'ERMS' - ENERGY REDUCING MAINTENANCE SWITCH / 'ZSI' - ZONE SELECTIVE INTERLOCKING / 'L' - PROVIDE CIRCUIT BREAKER WITH LOCKING

PROVISIONS / 'R' - PROVIDE CIRCUIT BREAKER WITH RED MARKING

OPTIONS:

75 A

SPARE CAPACITY:

74 %

FEEDER AVAILABLE:

EQUIPMENT AMPS: 100 A

CONSIDER 125% DEMAND: 11446 A

PWR-NC 5766 VA 100.00% 5766 VA DEMAND CURRENT: 25 A

MTR 2390 VA 124.22% 2969 VA DEMAND LOAD: 9157 VA

REC 360 VA 100.00% 360 VA CONNECTED CURRENT: 24 A

LTG 50 VA 125.00% 62 VA CONNECTED LOAD: 8566 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL AMPS: 29 A 29 A 16 A

TOTAL LOAD: 3297 VA 3297 VA 1972 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 1195 VA 16

SSIU-106/SSOU-106 25 A 2

1195... 0 VA 1 20 A -- SPARE 14

11 LTG TELECOM-2 106-2 20 A 1 50 VA 0 VA 1 20 A -- SPARE 12

9 REC TELECOM-2 106-2 20 A 1 180 VA 0 VA 1 20 A -- SPARE 10

7 REC TELECOM-2 106-2 20 A 1 180 VA 0 VA 1 20 A -- SPARE 8

5 1922 VA 0 VA 6

3 1922 VA 0 VA 4

PWR-C TELECOM 106 - RACK

RECEPTACLE

20 A 3

1922... 0 VA

3 20 A -- SPARE

C... CIRCUIT DESCRIPTION OPT RATI... POL... A B C POL... RATI... OPT CIRCUIT DESCRIPTION C...

NEMA ENCLOSURE: 1

MOUNTING: SURFACE AVAILABLE SCC (kA): 1.6 PANEL POLES: 42

SERVICE RATED: No INTEGRAL SPD: Yes SECTIONS: 1

BRANCH: CRITICAL WIRES: 4 MCB OPTIONS: NONE

SUPPLY FROM: A2 PHASES: 3 MCB/MLO RATING: 100 A

LOCATION: TELECOM 106 VOLTS: 208/120 WYE MAINS TYPE: MCB

LIGHTING PANEL: 106-A

A. PANEL AIC (INTERRUPTING) RATING SHALL BE MINIMUM 120% OF THE AVAILABLE SCC (SHORT CIRCUIT CURRENT).

GENERAL REMARKS:

CIRCUIT BREAKER OPTIONS SUFFIX: 'S' OR 'ST' - PROVIDE SHUNT TRIP CIRCUIT BREAKER / 'G' OR 'GFCI' - PROVIDE GFCI CIRCUIT BREAKER / 'GFP' - PROVIDE GFP CIRCUIT BREAKER / 'ERMS' - ENERGY REDUCING MAINTENANCE SWITCH / 'ZSI' - ZONE SELECTIVE INTERLOCKING / 'L' - PROVIDE CIRCUIT BREAKER WITH LOCKING

PROVISIONS / 'R' - PROVIDE CIRCUIT BREAKER WITH RED MARKING

OPTIONS:

83 A

SPARE CAPACITY:

82 %

FEEDER AVAILABLE:

EQUIPMENT AMPS: 100 A

CONSIDER 125% DEMAND: 7658 A

DEMAND CURRENT: 17 A

DEMAND LOAD: 6126 VA

PWR-NC 5766 VA 100.00% 5766 VA CONNECTED CURRENT: 17 A

REC 360 VA 100.00% 360 VA CONNECTED LOAD: 6126 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL AMPS: 18 A 18 A 16 A

TOTAL LOAD: 2102 VA 2102 VA 1922 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 0 VA 1 20 A -- SPARE 12

9 REC - ROOF 0 A 1 180 VA 0 VA 1 20 A -- SPARE 10

7 REC TELECOM-2 106-2 20 A 1 180 VA 0 VA 1 20 A -- SPARE 8

5 1922 VA 0 VA 6

3 1922 VA 0 VA 4

PWR-C TELECOM 106 - RACK

RECEPTACLE

20 A 3

1922... 0 VA

3 20 A -- SPARE

C... CIRCUIT DESCRIPTION OPT RATI... POL... A B C POL... RATI... OPT CIRCUIT DESCRIPTION C...

NEMA ENCLOSURE: 1

MOUNTING: SURFACE AVAILABLE SCC (kA): 1.6 PANEL POLES: 42

SERVICE RATED: No INTEGRAL SPD: Yes SECTIONS: 1

BRANCH: NORMAL WIRES: 4 MCB OPTIONS: NONE

SUPPLY FROM: B2 PHASES: 3 MCB/MLO RATING: 100 A

LOCATION: TELECOM 106 VOLTS: 208/120 WYE MAINS TYPE: MCB

LIGHTING PANEL: 106-B

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

AE301

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

CJ CJ

PREFINISHED METAL CAP FLASHING

FACE BRICK

EXISTING MEMBRANE ROOFING SYSTEM AND

SLOPED INSULATION. FIELD VERIFY.

EXISTING

SCUPPER WITH DOWN SPOUT

CJ

AE501

AE501

NEW

EXPANSION JOINT

AE520

AE520

AE501

CJ (EXISTING)

SECOND LEVEL - BLDG 5

1522'-9 3/4"

AE301

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

EXISTING WALL BEYOND

INFILL AT REMOVED WINDOW

AND CAST STONE SILL

PREFINISHED METAL CAP FLASHING

FACE BRICK

EXISTING ROOF DECK

CJ CJ

NEWEXISTING NEW EXISTING

R U

N N

IN

G

B O

N D

C

O U

R S

E 4"

H E

A D

C O

U R

S E

4" H

E A

D C

O U

R S

E

R U

N N

IN

G

B O

N D

C

O U

R S

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

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/2

:1

:1

P M

AE201

EXTERIOR ELEVATIONS VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker MM16090

1/4" = 1'-0"1

EXTERIOR ELEVATION - NORTH

1/4" = 1'-0"2

EXTERIOR ELEVATION - WEST

1/2" = 1'-0"

BRICK PATTERN (TYPICAL)

A

LI

G N

A

LI

G N

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE AT

BOTH ENDS OF CASEWORK (UNO).

4. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS WHERE INDICATED.

5. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

6. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

7. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE STATIONS,

RECEPTION DESKS AND OTHER WORK COUNTERS. CUT IN FIELD-PROVIDE

ONE PER ELECTRICAL DEVICE BELOW COUNTER-COORDINATE LOCATIONS

WITH OWNER. COLOR TO BE SELECTED BY ARCHITECT.

SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

8. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED

COUNTERTOP CORNERS (UNO). ALL PLAM COUNTERTOPS SHALL HAVE A

1 1/4" THICK PLAM SQUARE EDGE NOSING (UNO)

9. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

10. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

11. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER.

PROVIDE WALL BLOCKING AT EACH SUPPORT. SPACE AT 3'-0" OC MAX.

12. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

13. NO EXPOSED FASTENERS ON CASEWORK (UNO)

14. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED TO MATCH

CASEWORK.

15. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK, SHELVING, BASE, FULL

HEIGHT AND UPPER WALL CABINETS, AND FINISHED END PANELS ARE PLAM (UNO)

16. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK

FABRICATION.

17. RETURN BACKSPLASH AT SIDEWALLS (UNO).

18. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

19. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

20. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND UNDERCOUNTER

RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

21. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED

22. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND TOP EDGE OF

DOOR FRONTS/DOORS OF CABINETS

23. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES (UNO)

24. BASE AS SCHEDULED (UNO)

25. PLAM COUNTERTOPS TO RECEIVE 3mm FLAT PVC EDGE (UNO).

26. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL CABINETS REFER TO

NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR THAT CABINET. SEE REFERENCE

DETAILS FOR ADDITIONAL INFORMATION.

CASEWORK ELEVATION REFERENCE DIAGRAM

WALL HUNG CABINETS

OPEN FILE

EQFILE

EQ

EQ

EQ6"

EQ

EQ

243015 24211836

ACCESSIBLE

SINK

36 36 24 27 42

MICRO (NIC)

SD

PTD

4" T

O E

S P

A C

E A

T

D

E E

P U

N O

S E

E E

LE

V

A T

IO

N

S

30 36

OPEN

S E

E E

LE

V

A T

IO

N

S

BASE CABINETS

4" BACKSPLASH TO MATCH

COUNTERTOP

SIDESPLASH WHEN REQUIRED

ADJUSTABLE SHELVES (UNO)

ACCESSIBLE SINK

OPEN BASE SHELVING CABINET. SEE

ELEVATION FOR NUMBER OF SHELVES

SINK CABINET WITH HINGED DOOR

LOCK

S E

E E

LE

V

A T

IO

N

S

S P

A C

E U

N O

4" T

O E

E

LE

V S

E E

BASE CABINET WITH HINGED DOORS

BASE UNIT WIDTH

FILE CABINET (2) DRAWERS

DRAWER FRONT HEIGHT INFORMATION

DRAWER CABINET UNIT. SEE ELEVATIONS FOR NUMBER OF

DRAWERS

APRON WITH COUNTERTOP

OPEN DRAWER WITH COUNTERTOP

OPEN COUNTERTOP

CABINET UNIT WITH - SEE ELEVATIONS

AT GPBD SOFFITS: 1" OVERHANG FROM CABINET AT

SIDE AND FRONT OF CABINET

AT PLAM SOFFITS: NO OVERHANG. SOFFITS ARE FLUSH

WITH SIDE AND FRONT OF CABINET DOORS

INDICATES REQUIRED CLEAR SPACE FOR VALANCE

- SEE ELEVATIONS

CABINET WITH HINGED DOORS AND VALANCE

CABINET WITH HINGED DOORS

OPEN CABINET WITH ADJUSTABLE SHELVES

H E

IG

H

T

C A

B

IN

E T

T Y

P

IC

A L

1" S

C R

IB

E

/ FILLER PANEL

1"MIN SCRIBE

CABINET WITH HINGED DOORS AND

MAIL SLOTS

CABINET WITH HINGED DOORS AND

OPEN MICROWAVE SHELF. 18" CABINET

SHELF DEPTH, VERIFY WITH

EQUIPMENT SCHEDULE

SOILED LINEN

CABINET

FULL HEIGHT STORAGE WITH (5)

ADJUSTABLE SHELVES (UNO)

FIXED CENTER SHELF AT FULL

HEIGHT CABINETS

CABINET UNIT WIDTH

VA ACQUISITION CODE LEGEND

CONTRACTOR FURNISHED AND INSTALLED CC

VA FURNISHED - CONTRACTOR INSTALLED VC

V V

VC(CF)

VA FURNISHED AND INSTALLED

VA FURNISHED - CONTRACTOR INSTALLED WITH CONSTRUCTION FUNDS

V V(CF)VA FURNISHED - VA INSTALLED WITH CONSTRUCTION FUNDS

RRELOCATED

SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL CONTRACTOR FURNISHED AND

CONTRACTOR INSTALLED (CC) EQUIPMENT NOT INDICATED ON EQUIPMENT SCHEDULE.

INTERIOR ELEVATION GENERAL NOTES

1. SEE RCP FOR SOFFIT AND BULKHEAD LOCATIONS AND DETAILS

2. INSTALL CERAMIC TILE (CT) BEHIND ALL WALL MOUNTED ITEMS WHERE CT IS CALLED OUT IN FINISH PLAN AND SCHEDULE.

WHERE ANY TOILET ACCESSORY OVERLAPS OR EXTENDS BEYOND A CT WAINSCOT AND PROJECTS ONTO THE ADJACENT WALL, INSTALL A HARDBOARD BACKER FULL SIZE OF THE OVERLAP AREA AND OF A THICKNESS TO ALIGN FLUSH WITH THE FACE OF THE CT. HOLD FACE OF HARDBOARD BACK 3/8" FROM THE FACE OF THE ACCESSORY ON ALL SIDES. PROVIDE SANITARY

SEALANT AROUND ALL EDGES OF HARDBOARD BACKING PIECE.

3. COORDINATE ALL PLUMBING FIXTURES, CONTROLS AND VENTILATION REQUIREMENTS WITH MECHANICAL CONTRACTOR

4. COORDINATE ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES AND POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR

5. VERIFY OPENING SIZES AND LOCATIONS OF OWNER FURNISHED, OWNER INSTALLED EQUIPMENT AND FURNISHINGS TO ASSURE

NO INTERFERENCE WITH COUNTER SUPPORT BRACKETS, APRONS, ETC.

8' -0

1'

-0

4'-0" x 8'-0" x 3/4" AC GRADE

PLYWOOD. 2 COATS OF FIRE

RESISTANT PAINT ALL SIDES AND

TOP COAT OF HIGH GLOSS WHITE

9' -0

"8' -0

1'

-0

4'-0" x 8'-0" x 3/4" AC GRADE

PLYWOOD. 2 COATS OF FIRE

RESISTANT PAINT ALL SIDES AND

TOP COAT OF HIGH GLOSS WHITE

9' -0

"8' -0

1'

-0

9' -0

4'-0" x 8'-0" x 3/4" AC GRADE PLYWOOD.

FINISH WITH FP-1 ALL SIDES.

DOOR. SEE PLANS FOR LOCATION

288B

MEDS

CORRIDOR

NURSE

STATION

CLEAN

STORAGE

CARD READER

288B

XN3XN3

XN2 XN2

R6200

AE211

A5077

M3151

7' -8

13'-2"

CG1

CG1

288C

SHARED

OFFICE

CG1

M1801

A1011 A1011 A1011

M1801M1801

FL4

FL17

FL4

FL4

288C

3' -3

/4

FL17 FL17

FL17

FL1FL17

FL14

99.3 99.3

MED GAS ALARM

PANEL. SEE

MECHANICAL

A5075A5082

A5106

18"21" 27"

27"15"18"

PLAM-1 CABINET

SOLID SURFACE (S-1)

COUNTERTOP

PLAM-1 CABINET

BASE AS SCHEDULED

FILLER STRIP

GYP BD SOFFIT

3' -0

2'

-2

2' -0

7' -2

AE540

AE540

AE540

M3151

R6200

27"

PLAM-1 CABINET

SOLID SURFACE (S-1)

COUNTERTOP

PLAM-1 CABINET

BASE AS SCHEDULED

FILLER STRIP

GYP BD SOFFIT

AE540

388B

MEDS

CORRIDOR

CARD READER

A5077

R6200 M3151

388B

7' -8

13'-2"

XP3XP3

XN3

B3

B3

B3

XN2

AE211

CG1

CG1

388C

SHARED

OFFICE

NURSE

STATION

CG1

M1801

A1011 A1011 A1011

M1801M1801

FL4

FL4FL4

FL4

386A

STORAGE

388C

FL20

FL20 FL20 FL20

FL17

FL20

FL1

FL14

99.3

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

PATCH PARTITION, BOTH SIDES, AS REQUIRED FROM MECHANICAL /

ELECTRICAL WORK. SEE MECHANICAL / ELECTRICAL FOR ADDITIONAL

INFORMATION.

FL2

PROVIDE PARTITION TYPE XP3 INFILL AT REMOVED RADIATOR GRILLS.

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES. WHERE EXISTING FINISHES ARE DISTURBED PAINT TO MATCH

ADJACENT FINISH, PAINT ENTIRE WALL OF EXISTING INTERIOR SPACES

WHERE PATCHING OCCURS.

FL3

INFILL FLOOR TO MATCH EXISTING HEIGHT. SEE STRUCTURAL

FL4

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING FINISHES

ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE WALL

OF EXISTING INTERIOR SPACES WHERE PATCHING OCCURS.

FL5

PROVIDE PLYWOOD 3 SIDES OF ROOM. SEE TYPICAL ELEVATIONS SHEET

AE211

FL6

INFILL OPENING IN CONCRETE FLOOR. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION. PREP FLOOR FOR FINISHES AS SCHEDULED.

FL7

PATCH FLOOR AT REMOVED ELECTRICAL. PREP FLOOR FOR FINISHES AS

SCHEDULED.

FL8

REINSTALL SALVAGED DOOR, FRAME AND ALL ASSOCIATED HARDWARE.

FL9

REINSTALL SALVAGED LOCKER(S). PROVIDE PREMANUFACTURED BASE,

FINISHED END PANEL(S) AND SLOPED TOP(S) TO MATCH EXISTING.

FL10

REINSTALL SALVAGED SIGN(S)

FL11

REINSTALL SALVAGED CEILING REMOVED FOR INSTALLATION OF MEP

ITEMS. SEE MEP PLANS FOR ADDITIONAL INFORMATION

FL12

MODIFY BASE AND SLOPED TOP AT EXISTING LOCKERS. PROVIDE

PREMANUFACTURED FINISHED END PANEL(S) TO MATCH EXISTING.

FL13

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL

FL14

PATCH FLOORING TO MATCH EXISTING FLOORING AS REQUIRED.

CONTRACTOR TO PROVIDE LABOR AND MATERIALS.

FL15

PATCH CONCRETE FLOOR AT REMOVED PARTITION AND/OR CONCRETE

COVE BASE. PREP FOR FINISHES AS SCHEDULED.

FL16

EDGE ILLUMINATED PHOTO MURALS, RECESSED IN PARTITION. FOR

ADDITIONAL INFORMATION SEE ELEVATION /8 AE211

FL17

FINISH WALLS TO MATCH EXISTING. CONTRACTOR TO PROVIDE LABOR AND

MATERIALS. REFER TO MATERIAL AND ROOM FINISH SCHEDULE AND

DETAIL /2 AF600

FL18

PAINT WALLS P-1

/3 AF600

FL19

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL /4 AF600

FL20

FINISH WALLS TO MATCH EXISTING. CONTRACTOR TO PROVIDE LABOR AND

MATERIALS. REFER TO MATERIAL AND ROOM FINISH SCHEDULE AND

DETAIL /5 AF600

FL21

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL /6 AF600

EQ002

EQ001

3' -2

ALUMINUM TRIM UNITS

BASE AS SCHEDULED OR

EXISTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/7

/2

:1

:2

P M

AE211

INTERIOR ELEVATIONS &

ENLARGED PLANS

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker GJB16090

EQUIPMENT SCHEDULE

EQUIPMENT # EQUIPMENT NAME

ACQUISITION

CODE QTY

A1011 TELEPHONE, DESK V V 6

A1012 PHONE, WALL MOUNT V V 1

A5075 SOAP DISPENSER VC 2

A5077 HAND SANITIZER VC 2

A5082 PAPER TOWEL DISPENSER, HANDS FREE VC 2

A5106 SHARPS CONTAINER, WALL MOUNTED V V 2

EQ001 SKYFACTORY VIRTUAL WINDOW 40x22 CC 11

EQ002 SKYFACTORY VIRTUAL WINDOW 40x34 CC 11

M1801 COMPUTER WORKSTATION V V 6

M3151 OMNI CELL V V-R 2

R6200 REFREGERATOR COUNTER TOP V V-R 2

1/4" = 1'-0"

INTERIOR ELEVATION - TYPICAL TELECOM ROOM - SIDE 2

1/4" = 1'-0"

INTERIOR ELEVATION - TYPICAL TELECOM ROOM - SIDE 1

1/4" = 1'-0"

INTERIOR ELEVATION - TYPICAL TELECOM ROOM - BACK

1/4" = 1'-0"

INTERIOR ELEVATION - TYPICAL TELECOM ROOM - WEST

1/2" = 1'-0"

ENLARGED PLAN - MEDS 288B - BUILDING 5

1/2" = 1'-0"

ELEVATION - MEDS 288B - NORTH (TYP)

1/2" = 1'-0"

ELEVATION - MEDS 288B - WEST (TYP)

1/2" = 1'-0"

ENLARGED PLAN - MEDS 388B - BUILDING 5

1/2" = 1'-0"

INTERIOR ELEVATION - EDGE ILLUMINATED PHOTO MURALS (TYP)

SECOND LEVEL - BLDG 5

1522'-9 3/4"

THIRD FLOOR - BLDG 5

1534'-8 3/4"

GROUND LEVEL- BLDG 5

1498'-11 3/4"

FOURTH FLOOR - BLDG 5

1546'-7 3/4"

CEAE DEF.1

AE301

INTERSTITIAL

RESIDENT

WORKROOM

PATIENT

ROOM

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

2' -4

/4

'-1

/4

'-1 1"

A46

CLEAN

UNTILITY

COMPOSITE METAL DECK WITH ROOF INSULATION

AND MEMBRANE ROOF

INFILL ROOF.

AE301

2'-0" 16'-0" 20'-0"

AE302

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

GROUND LEVEL- BLDG 5

1498'-11 3/4"

14E13E12E5.1

AE301

HALLWAY

INTERSTITIAL

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

'-1

1"

'-1

/4

2' -4

/4

2'-0"20'-0"20'-0"

REMOVE PORTION OF EXISTING

ROOFING AND TIE IN AT WALL.

AE301

3AE302

MAIN

SERVER

ROOM

1026B

TELEPHONE

A45

XRAY

A62

OT EXAM

A43

TOILET

C07

CORRIDOR

1026A

ENTRANCE

ROOM

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

14E

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

SB1

2' -4

9'

-7

'-1

/4

2'

-4

/4

'-1

AE520

2'-0"

AE520

AE520

SIM/MIR

SIM/MIR

SIM/MIR

2' -4

/4

'-8

/4

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

AE

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

SB1

2' -4

/4

'-1

/4

9' -7

2'

-4

2' -4

/4

'-8

/4

MAIN

SERVER

ROOM

EXISTING ROOF / FLOOR DECKINFILL AT LOWER ROOF DECK

AE520

1 2'-0"

AE520

AE520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

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/2

:1

:3

P M

AE301

BUILDING & WALL SECTIONS VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker Author16090

1/8" = 1'-0"1

BUILDING SECTION - SERVER ROOM EAST/WEST

1/8" = 1'-0"

BUILDING SECTION - SERVER ROOM NORTH/SOUTH

1/2" = 1'-0"

WALL SECTION - NORTH WALL (TYP)

1/2" = 1'-0"

WALL SECTION - WEST WALL (TYP)

SECOND LEVEL - BLDG 5

1522'-9 3/4"

DE

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

AE530

AE540

2' -4

/4

'-1

/4

'-1

1"

2' -4

/4

'-0

/4

J4c

XN6

REMOVE ROOFING

MEMBRANE AND ADHESIVE

THAT EXTENDS UP WALL TO

FLASHING. PREP AND PAINT

PLYWOOD

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

5.1

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

AE530

B6

B3

1'-2 1/2"

AE540

2' -4

/4

'-1

/4

'-1

1"

2' -4

/4

'-0

/4

AE560

FIRST LEVEL - BLDG 1 & 5

1510'-10 3/4"

SECOND LEVEL - BLDG 5

1522'-9 3/4"

5.1

TO ROOF DECK LAB

1537'-11 1/2"

TO PARAPET LAB

1540'-3 3/4"

1'-2 1/2"

AE540

AE530

2' -4

/4

'-1

/4

'-1

1"

2' -4

/4

'-0

/4

B6

B3

8 5/8"

AE560

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/7

/2

:1

:4

P M

AE302

WALL SECTIONS VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker Author16090

1/2" = 1'-0"

WALL SECTION - EAST @ EXISTING

1/2" = 1'-0"

WALL SECTION - NORTH WALL (TYP)

1/2" = 1'-0"

WALL SECTION AT DOOR OPENINGS

ALIGN

T T

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1

PATCH PARTITION, BOTH SIDES, AS REQUIRED FROM MECHANICAL /

ELECTRICAL WORK. SEE MECHANICAL / ELECTRICAL FOR ADDITIONAL

INFORMATION.

FL2

PROVIDE PARTITION TYPE XP3 INFILL AT REMOVED RADIATOR GRILLS.

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES. WHERE EXISTING FINISHES ARE DISTURBED PAINT TO MATCH

ADJACENT FINISH, PAINT ENTIRE WALL OF EXISTING INTERIOR SPACES

WHERE PATCHING OCCURS.

FL3

INFILL FLOOR TO MATCH EXISTING HEIGHT. SEE STRUCTURAL

FL4

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING FINISHES

ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE WALL

OF EXISTING INTERIOR SPACES WHERE PATCHING OCCURS.

FL5

PROVIDE PLYWOOD 3 SIDES OF ROOM. SEE TYPICAL ELEVATIONS SHEET

AE211

FL6

INFILL OPENING IN CONCRETE FLOOR. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION. PREP FLOOR FOR FINISHES AS SCHEDULED.

FL7

PATCH FLOOR AT REMOVED ELECTRICAL. PREP FLOOR FOR FINISHES AS

SCHEDULED.

FL8

REINSTALL SALVAGED DOOR, FRAME AND ALL ASSOCIATED HARDWARE.

FL9

REINSTALL SALVAGED LOCKER(S). PROVIDE PREMANUFACTURED BASE,

FINISHED END PANEL(S) AND SLOPED TOP(S) TO MATCH EXISTING.

FL10

REINSTALL SALVAGED SIGN(S)

FL11

REINSTALL SALVAGED CEILING REMOVED FOR INSTALLATION OF MEP

ITEMS. SEE MEP PLANS FOR ADDITIONAL INFORMATION

FL12

MODIFY BASE AND SLOPED TOP AT EXISTING LOCKERS. PROVIDE

PREMANUFACTURED FINISHED END PANEL(S) TO MATCH EXISTING.

FL13

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL

FL14

PATCH FLOORING TO MATCH EXISTING FLOORING AS REQUIRED.

CONTRACTOR TO PROVIDE LABOR AND MATERIALS.

FL15

PATCH CONCRETE FLOOR AT REMOVED PARTITION AND/OR CONCRETE

COVE BASE. PREP FOR FINISHES AS SCHEDULED.

FL16

EDGE ILLUMINATED PHOTO MURALS, RECESSED IN PARTITION. FOR

ADDITIONAL INFORMATION SEE ELEVATION /8 AE211

FL17

FINISH WALLS TO MATCH EXISTING. CONTRACTOR TO PROVIDE LABOR AND

MATERIALS. REFER TO MATERIAL AND ROOM FINISH SCHEDULE AND

DETAIL /2 AF600

FL18

PAINT WALLS P-1

/3 AF600

FL19

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL /4 AF600

FL20

FINISH WALLS TO MATCH EXISTING. CONTRACTOR TO PROVIDE LABOR AND

MATERIALS. REFER TO MATERIAL AND ROOM FINISH SCHEDULE AND

DETAIL /5 AF600

FL21

PATCH EXISTING FINISHES DISTURBED BY CONSTRUCTION; WALL AND

CEILING. CONTRACTOR TO PROVIDE LABOR AND MATERIALS. REFER TO

MATERIAL AND ROOM FINISH SCHEDULE AND DETAIL /6 AF600

FL22

UPGRADE PARTITIONS TO 1 HOUR FIRE AND SMOKE BARRIER ALL SIDES OF

ROOM. PROVIDE TESTED HEAD OF PARTITION ASSEMBLY WITH MATERIALS

THAT RESIST THE PASSAGE OF SMOKE. SEAL JOINT AT HEAD OF

PARTITION AND ALL PENETRATIONS WITH FIRE CAULK.

CE

AE

DE

14E13E12E

4.1

5.1

F.1

AE301

AE301

INTERSTITIAL

INTERSTITIAL

OFFICE

INTERSTITIAL

CO2

STORAGE

ELEC1017

STORAGE

9'-11" 40'-0" 2'-0"

2' -0

'-1

1"

6' -1

1/

2"

'-0

'-0

10'-2 1/4" 20'-0" 20'-0"

1026A

ENTRANCE

ROOM

'-1

1"

51'-11"

AE201

AE201

CR

179C

OFFICE

179B

OFFICE

179A

OFFICE 179

OFFICE

OFFICE

OFFICE

OFFICE

'-5

11'-3 3/4"

1026A

1016A AE501

TYP

B6

1026B

TELEPHONE

1026B

16'-10"

AE501

AE501

SIM

FL5

AE302

B3

1 3/4"

FL18

1' -0

16'-0"

FL5

1 WALL

FL18

39.139.1

39.1

FL4

FL4

B3bs

G2bs

B3bs

B3bs

1' -9

2'-8"

A3

2' -0

10'-0"

1016B

CE

AE

DE

14E13E12E5.1

F.1

AE301

AE301

HSK

CHIEF OF

SERVICES

OFFICE

OFFICE

RESIDENT

WORKROOM

OFFICE

SHARED

OFFICE

DRUG

SCREEN/

BARIATRIC

TOILET

HALLWAY

TOILET

TOILET

TOILET

BLOOD

DRAW 1

HALLWAY

PATIENT

ROOM

PATIENT

ROOM

289A

TOILET

9'-11" 20'-0" 20'-0"

'-1

1"

6' -1

1/

2"

'-0

'-0

MAIN

SERVER

ROOM

2' -0

'-1

1"

9'-11" 40'-0" 2'-0"

51'-11"

AE201

AE201

J4c

XN6XN6XN6XN6XN6

201B

CR (201)

AE501

AE501

AE501

FL4FL4FL4

FL4

AE501

TYP

PP (201B)

PP

(201B)

FL1

AE211

AE302

FL16FL16FL16

FL16

2"

B6bs

SB1

SB1

6 5/8"

39.1

FL18

FL18

FL4

FL4

FL4

AE540

INFILL OPENING WITH BRICK.

TOOTH IN TO EXISTING

BRICK.

SB1

LOBBY

AE540

FE

EE

CE

AE

DE

GE

15E14E13E12E5.1

AE301

AE301

S

LO

P

1/ 4"

1'

-0

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

C O

N S

TR

U

C

TI

O N

LIMITS OF CONSTRUCTION

RO3

RO4

RO2

RO2

S

LO

P

1/ 4"

1'

-0

E X

IS

TI

N G

S

LO

P

IN

U

LA

TI

O

N

AE530

EXIST +18.9"

EXIST +18.9"

EXIST +6.9"

EXIST +14.9" BELOW

E X

IS

TI

N G

S

LO

P

IN

U

LA

TI

O

N

6' -8

4' -8

AE302

SLOPE @ 1/4" / 1'-0"

SLOPE @ 1/4" / 1'-0"

+1'-3"

EXISTING

(FV) +8 7/8"

+9"

TYP

ROOF KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RO1

INFILL DEPRESSION IN ROOF DECK. SEE FLOOR PLANS AND STRUCTURAL

FOR ADDITIONAL INFORMATION

RO2

THROUGH WALL SCUPPER WITH PREFINISHED METAL COLLECTOR BOX

AND DOWNSPOUT. EXTEND DOWNSPOUT TO ROOF BELOW. SEE

ELEVATIONS. SEE DETAIL

RO3 RESLOPE AND REROOF THIS AREA AS REQUIRED

RO4 EXISTING ROOF AND OVERFLOW DRAINS

/2 AE530

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR AND

FRAME TO REMAIN

DOOR

INTERIOR BORROWED

LIGHT

101B

101A

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR ELEVATION

INDICATOR TAG2B

AE2O1

EXTERIOR ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

99.3 SIGN TAG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/1

/2

:2

:0

A

M

AE411

ENLARGED PLANS ADDITION -

FIRST & SECOND LEVEL AND ROOF

- BUILDING 5

VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

02/18/2022 Checker GJB16090

1/8" = 1'-0"1

ENLARGED PLAN - FIRST LEVEL - INTERSTITIAL 1026

1/8" = 1'-0"

ENLARGED PLAN - SECOND LEVEL - SERVER ROOM 201

1/8" = 1'-0"

ENLARGED PARTIAL ROOF PLAN

SEE SHEET AE111.1-05

FOR GENERAL NOTES

1:96

8' 12'

1:96

8' 12'

1:96

8' 12'

COMPRESSIBLE JOINT FILLER 3/8"" THICK x DEPTH OF

MASONRY (LESS 1")

NOTE: KEEP JOINT FREE OF MORTAR

SEALANT AND BACKER ROD

PROFILE OF WALL AT SIMILAR CONDITION

PROVIDE CONTROL JOINT AT INTERMEDIATE

LOCATIONS, SEE EXTERIOR ELEVATIONS. IF NOT

INDICATED PROVIDE CONTROL JOINTS EVENLY

SPACED AT MAX. 25'-0" OC UNO

3/8" CONTROL JOINT

/1 AE501

NOTES APPLY

PROVIDE CONTROL JOINT AT ALL

OUTSIDE CORNERS

3/8" CONTROL JOINT

/1 AE501

NOTES APPLY

BACKER ROD AND

SEALANT -BOTH SIDES

3" DEEP SPRAY FOAM

INSULATION

FLUID-APPLIED MEMBRANE AIR BARRIER

TERMINATION BAR

ELASTOMERIC SHEETING

12 GA GALV BENT PLATE WITH 4" LONG

VERTICAL LEG AND HORIZONTAL LEG

TO ALIGN WITH PLATE EDGE AT HEAD

CONDITION

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR

M

IN4"

SEALANT

2 5/8"

TOOTH IN AND CUT

BRICK AS REQUIRED.

EXISTING WALL

CONSTRUCTION. FIELD

VERIFY

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

TERMINATION BAR

ELASTOMERIC SHEETING

SEALANT AND BACKER ROD JOINT -CONTINUOUS

8" MIN

TERMINATION BAR

ELASTOMERIC SHEETING

INFILL WITH 3" RIGID

INSULATION

SEE PLANS FOR PARTITION TYPE

AE

PRE MANUFACTURED OR BREAK METAL

FLASHING TO MATCH METAL PANEL

METAL PANEL CLOSURE (TYP)

7/8" METAL CHANNEL

SHIM AS REQUIRED

EXISTING METAL PANEL. MODIFY AS

REQUIRED

5.1

EXPANSION JOINT COVER

ASSEMBLY (INPRO 118 SERIES BASIS OF DESIGN)

LINE OF EXPANSION JOINT BELOW

PATCH GYP BD WALL AND PROVIDE METAL STUD AS REQUIRED

FOR INSOLATION OF EXPANSION JOINT. SEE PLAN FOR

ADDITIONAL INFORMATION

1/ 2"

M

IN

8" M

IN

REMOVE AND REINSTALL PORTION OF

RIGID INSULATION TO INSTALL

TERMINATION BAR AND MEMBRANE

FLASHING

PATCH GYP BD AS REQUIRED. SEE PLAN FOR

ADDITIONAL INFORMATION

SLAB EDGE BELOW. SEE STRUCTURAL

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

14E

2' -0

1'

-1

/8

AE

STEEL COLUMN - SEE STRUCTURAL

2'-0"

2' -0

1'-1 7/8"

XN3

XN3

SPRAY APPLIED FIREPROOFING

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

NOTES APPLY/3 AE501

AE501

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION GRID

FLUID-APPLIED MEMBRANE AIR BARRIER

STEEL COLUMN WITH SPRAY APPLIED

FIREPROOFING - SEE STRUCTURAL

1' -1

/8

2'

-0

EQ EQ

2'-4"

XN3XN3

XN3

GRID

1' -1

0"

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

TERMINATION BAR

ELASTOMERIC SHEETING

REMOVE BRICK AS REQUIRED FOR

INSTALLATION OF ELASTOMERIC

SHEETING.

EXPANSION JOINT -CONTINUOUS

8" M

IN

ELASTOMERIC SHEETING. LAP ON TO BUILDING

MEMBRANE

TERMINATION BAR

ELASTOMERIC SHEETING

SEE PLANS FOR PARTITION TYPE

RIGID INSULATION. EXTEND TO

EXISTING GYP BD SHEATHING

8" MIN

REMOVE AND REINSTALL BRICK AND RIGID

INSULATION AS REQUIRED TO INSTALL

SHEETING AND TERMINATION BAR

RIGID INSULATION. EXTEND TO

EXISTING

AE501

TERMINATION BAR. REMOVE AND REPLACE

AFTER PLACEMENT OF ELASTOMERIC

SHEETING

ELASTOMERIC SHEETING

ELASTOMERIC SHEETING

INFILL WITH 3" RIGID

INSULATION

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

ELASTOMERIC SHEETING

EXPANSION JOINT -CONTINUOUS

8" M

IN

TERMINATION BAR

SEE PLANS FOR PARTITION TYPE

RIGID INSULATION. EXTEND TO

EXISTING

AE501

INFILL AT REMOVED WINDOW. TOOTH BRICK

INTO EXISTING.

4" FACE BRICK

3" RIGID INSULATION

SPAY APPLIED BUILDING MEMBRANE

5/8" EXTERIOR GYP SHEATHING

6" METAL STUD

5/8" GYP BD

PATCH WALL AS REQUIRED FROM DEMOLITION.

SEE PLAN FOR ADDITIONAL INFORMATION

8" MIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/7

/2

:1

:0

P M

AE501

EXTERIOR PLAN DETAILS VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker Author16090

1 : 1

EXTERIOR BRICK VERTICAL EXPANSION JOINT

3" = 1'-0"

EXTERIOR PLAN DETAIL - BRICK CONTROL JOINT (TYP)

3" = 1'-0"

EXTERIOR PLAN DETAIL - FACE BRICK OUTSIDE CORNERS WITH CONTROL JOINT

1 1/2" = 1'-0"

PLAN DETAIL - HM FRAME JAMB AT METAL STUD BACK UP AND FACEBRICK (TYP)

1 1/2" = 1'-0"

EXTERIOR PLAN DETAIL - EXPANSION JOINT @ BRICK & EXISTING METAL PANEL

1 1/2" = 1'-0"

EXTERIOR PLAN DETAIL - BRICK OUTSIDE CORNER AT COLUMN

1 1/2" = 1'-0"

EXTERIOR PLAN DETAIL - WALL AND GYP BD PARTITION AT STEEL COLUMN

Revisions: Date:

1 1/2" = 1'-0"

EXTERIOR PLAN DETAIL - EXPANSION JOINT AT EXISTING BRICK

1 1/2" = 1'-0"

EXTERIOR PLAN DETAIL - EXPANSION JOINT AT EXISTING BRICK AND BRICK INFILL

1' -1

/3 2"

3/8" X 10 1/4" GALV STEEL PLATE DOOR

SILL- SECURE TO METAL STUDS

1/2" STEEL PLATE SHIM

DOOR AND FRAME AS SCHEDULED

ALUM THRESHOLD SET IN SEALANT

STAINLESS STEEL THOUGH WALL

FLASHING WITH DRIP AND CONTINUOUS

KEEPER

SEALANT

3" M

IN

BRICK BEYOND

5/8" GYP BD. REMOVE AND

REPLACE AS REQUIRED.

2 5/8"

CONCRETE CURB

6" METAL RUNNER

GRID

ELASTOMERIC SHEETING

MEMBRANE ROOFING

TAPERED ROOF INSULATION

8" M

IN

SEE PLAN

VARIES

WALL BEYOND

4"

STEEL TUBE

EXISTING WALL CONSTRUCTION. FIELD

VERIFY

WOOD BLOCKING 1 1/2" RIGID INSULATION

3/4" PLYWOOD SHEATHING

DRIP

SEALANT

5/8" EXTERIOR SHEATHING

ADHERED MEMBRANE ROOFING ON FIRE

RATED 3/4" PLYWOOD SHEATHING ON 3" RIGID

INSULATION

MEMBRANE ROOFING EXTEND UP AND OVER TOP

OF PLYWOOD AND DOWN FACE OF WOOD

BLOCKING

SLOPE

ELASTOMERIC SHEETING CAP FLASHING

COPING WITH CONTINUOUS

CLEATS

END OF THERMOPLASTIC POLYOLEFIN (TPO)

DRIP

4" FACE BRICK

FILL CAVITY WITH BATT INSULATION

2 2

5" M

IN

7" M

IM

T Y

P

1/ 2"

M

IN

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

GRID

2'-0"

WOOD BLOCKING

ELASTOMERIC SHEETING

SEALANT

TOP OF ROOF DECK

1538'-1"

STEEL WIDE FLANGE

BEAM - SEE STRUCTURAL

UL LISTED FIRE STOP ASSEMBLY

SPRAY APPLIED FIRE PROOFING. TYPICAL

AT ALL STRUCTURAL STEEL MEMBERS.

SEE LIFE SAFETY PLANS FOR

ADDITIONAL INFORMATION

TOP OF PARAPET

1540'-3 3/4"

TOP OF MASONRY

1540'-1"

3/ 4"

COPING WITH CONTINUOUS

CLEATS

COMPOSITE ROOF DECK - SEE

STRUCTURAL

ROOF INSULATION - SEE ROOF

PLAN

CONTINUOUS SHEET VAPOR

RETARDER. EXTEND UP FACE OF

FIRE RATED PLYWOOD AND LAP

UNDER ELASTOMERIC SHEETING

CAP FLASHING

COVER BOARD

8" M

IN

3/8" BENT PLATE - SEE

STRUCTURAL

EXISTING CONCRETE FLOOR -SEE

STRUCTURAL

HSS 14x6x1/2" STEEL TUBE & 8"x8"x1/2" CONTINUOUS BENT PLATE -

SEE STRUCTURAL

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

TERMINATION BAR

CAVITY DRAIN MATERIAL

SEALANT AND BACKER ROD WITH WEEPS AT 16" OC

METAL FLASHING W/ DRIP AND CONT KEEPER

THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE

ROOFING EXTEND UP FACE OF PLYWOOD AND EXTEND

OVER TOP OF WOOD BLOCKING

WOOD BLOCKING

ELASTOMERIC SHEETING SEAL VAPOR

TIGHT TO STEEL ANGLE

3/4" PLYWOOD

WOOD BLOCKING

RIGID INSULATION

GYP SHEATHING

ELASTOMERIC SHEETING TYPICAL

FLUID-APPLIED MEMBRANE AIR

BARRIER

ELASTOMERIC SHEETING

GRID

2'-0"

ELASTOMERIC SHEETING TO TERMINATION BAR ABOVE.

LAP ROOF VAPOR RETARDER AND FLUID APPLIED

MEMBRANE AIR BARRIER

1/2" COVER BOARD

THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING

SEALANT

8" M

IN

CONTINUOUS VAPOR BARRIER.

EXTEND UP GYP BD SHEATHING

M

IN8"

SLIP HEAD CONNECTION

FLOOR SLAB - SEE STRUCTURAL

CAVITY DRAIN MATERIAL

CONTINUOUS GALVANIZED 6"x6"x1/2" BRICK SHELF

ANGLE -SEE STRUCT

ELASTOMERIC SHEETING - SEAL VAPOR

TIGHT TO TOP OF METAL FLASHING. EXTEND UP TO

TERMINATION BAR

STAINLESS STEEL PREFINISHED METAL FLASHING

SEALANT BELOW SST DRIP

ELASTOMERIC SHEETING -WRAP SHELF

ANGLE AND SEAL VAPOR TIGHT. EXTEND

UP WALL TO TERMINATION BAR

SEE WALL SECTION AND WALL

TYPES FOR WALL CONSTRUCTION

TERMINATION BAR

FLUID-APPLIED MEMBRANE AIR BARRIER

SEALANT

LOUVERED WEEP HOLES AT 16" OC

SEALANTFLUID-APPLIED MEMBRANE AIR BARRIER

GALV BREAK METAL

FLASHING

LINTEL-SEE

STRUCTURAL

VERTICAL JOINTS

WEEP VENTS

METAL FLASHING

WITH DRIP

BACKER ROD AND

SEALANT -BOTH

SIDES

SEE WALL SECTION AND WALL

TYPES FOR WALL CONSTRUCTION

MORTAR TRAP

TERMINATION BAR

MEMBRANE FLASHING-

SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

BUILDING MEMBRANE

CLIP ATTACHED MINERAL WOOL

12 GAUGE GALVANIZED STEEL PLATE

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR

3/ 8"

8" M

IN

GALV BREAK METAL

CLOSURE TRIM

1" COVER-TYP

EXISTING CONCRETE FLOOR -SEE

STRUCTURAL

HSS 14x6x1/2" STEEL TUBE & 8"x8"x1/2"

CONTINUOUS BENT PLATE -SEE STRUCTURAL

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

TERMINATION BAR

CAVITY DRAIN MATERIAL

SEALANT AND BACKER ROD WITH WEEPS AT 16" OC

METAL FLASHING W/ DRIP AND CONT KEEPER

THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE

ROOFING EXTEND UP FACE OF PLYWOOD AND EXTEND

TO TOP OF WOOD BLOCKING

THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING

WOOD BLOCKING

ELASTOMERIC SHEETING SEAL VAPOR

TIGHT TO STEEL ANGLE AND PLATE

3/4" PLYWOOD

WOOD BLOCKING

RIGID INSULATION

GYP SHEATHING

ELASTOMERIC SHEETING TYPICAL

FLUID-APPLIED MEMBRANE AIR

BARRIER

ELASTOMERIC SHEETING

GRID

2'-0"

ELASTOMERIC SHEETING TO TERMINATION BAR

ABOVE. LAP ROOF VAPOR RETARDER AND FLUID

APPLIED MEMBRANE AIR BARRIER

SEALANT

1/2" COVER BOARD

FIELD VERIFY

1'-0 19/64"

F

IE

LD

V

E R

IF

Y

V A

R

IE

S

0"

SEALANT

CONTINUOUS VAPOR BARRIER.

EXTEND UP GYP BD SHEATHING

8" M

INCONCRETE FLOOR INFILL AS REQUIRED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/7

/2

:1

:1

P M

AE520

EXTERIOR SECTION DETAILS VAMC SIOUX FALLS EHRM

INFRASTRUCTURE UPGRADES

Sioux Falls, SD

438-20-910

07/06/2021 Checker Author16090

1 1/2" = 1'-0"

EXTERIOR DOOR SILL AT ROOF WITH STEP

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

SECTION DETAIL - PARAPET AT BRICK WALL WITH METALS STUD BACK UP

1 1/2" = 1'-0"

SECTION DETAIL - BASE OF BRICK WALL AT EXISTING ROOF (TYP)

1 1/2" = 1'-0"

EXTERIOR SECTION DETAIL - BRICK SHELF ANGLE AT SECOND FLOOR

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

EXTERIOR SECTION DETAIL - HM FRAME HEAD AT BRICK

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

SECTION DETAIL - BASE OF BRICK WALL AT LOWER ROOF

WOOD BLOCKING1 1/2" RIGID INSULATION

3/4" PLYWOOD SHEATHING

DRIP

SEALANT

ROOF INSULATION

SLOPE

ELASTOMERIC SHEETING CAP FLASHING

COPING WITH CONTINUOUS

CLEATS

END OF…