S02 - 607-19-107 Drawings VOL1.pdf

PARKING RAMP

BLDG #15

'D' WING

C

H

I

L

L

E

R

P

L

A

N

T

BLDG #19

C

W

I

G

A

N

G

B

SWITCHGEAR

LAUNDRY

EMER. GENERATOR

WELL

PUMPHOUSE

MENTAL

HEALTH

CLINIC

ENTRANCE

MAIN

/LOBBY

BLDG #7

BLDG #12

BLDG #1

BLDG #2

BLDG #13

BLDG #3

BLDG #5

B

L

D

ELEC.

ENTRANCE

OLD MAIN

BLDG #22

M

R

I

COMMUNITY LIVING CENTER

HOSPICE

MENTAL HEALTH

EMERGENCY

UNIVERSITY OF

WISCONSIN

HOSPITAL

C

O

N

N

E

C

T

I

O

R

R

I

D

R

BLDG #27

BLDG #17

B

L

BLDG #14

L

SERVICE ENCLOSURE

C

O

N

T

R

A

C

T

R

P

R

K

I N

G

CONNECTING CORRIDOR

BLDG 21

ROOFTOP UNIT

'G' WING

BLDG #1

L

E

X

I

S

T

I

L

L

N

G

B

A

S

E

M

E

N

T

SITE PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i l e a t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

B

B

C

A

G

Consultants

NFPA CHAPTER 40.1.2.1.2

IBC CHAPTER 3

SPECIAL-PURPOSE INDUSTRIAL OCCUPANCY.

CLASS S-1, MODERATE HAZARD STORAGE

IBC SECTION 716

NFPA 101 TABLE 8.3.3.2.2

IBC CHAPTER 6

NFPA 101 TYPE 2 (222)

For features that are addressed by both the IBC as well as by NFPA 101 the requirements of NFPA 101 shall be used exclusively. Contractor to notify COR and adjust for any differences encountered in material type or construction.

TYPES OF CONSTRUCTION

SECTION 602 CONSTRUCTION CLASSIFICATION CONSTRUCTION TYPE TYPES: l-A OR l-B, ll-A OR ll-B, lll-A OR lll-B, lV, V-A OR V-B TYPE l-B

TABLE 601

FIRE RESISTANCE RATING REQUIREMENTS

FOR BUILDING ELEMENTS

PRIMARY STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

NON BEARING WALLS AND PARTITIONS

INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

2(a) HOURS

2 HOUR

2(a) HOUR

0 HOUR

2 HOUR

1 (b,c) HOUR

TABLE 602

FIRE RESISTANCE RATING REQUIREMENTS

FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

FIRE SEPARATION DISTANCE, LESS THAN 5'-0" = 2 HRS

FIRE SEPARATION DISTANCE, GREATER THAN 5'-0" BUT LESS THAN 10'-0" = 1 HRS

FIRE SEPARATION DISTANCE, GREATER THAN 10'-0" BUT LESS THAN 30'-0" = 0 HRS

FIRE SEPARATION DISTANCE, GREATER THAN 30'-0" = 0 HRS

CODE REQUIREMENT NORTH WALL = 0 HOUR

CODE REQUIREMENT SOUTH WALL = 2 HOUR

CODE REQUIREMENT EAST WALL = 0 HOUR

CODE REQUIREMENT WEST WALL = 0 HOUR

NORTH WALL = 0 HOURS, DISTANCE IS GREATER THAN 30'-0", 2 HOURS PROVIDED

SOUTH WALL = 2 HOURS, DISTANCE IS LESS THAN 5'-0", 2 HOURS PROVIDED

EAST WALL = 0 HOUR, DISTANCE IS GREATER THAN 30'-0", 2 HOURS PROVIDED

WEST WALL = 2 HOURS, DISTANCE IS LESS THAN 5'-0", 2 HOURS PROVIDED

FIRE AND SMOKE PROTECTION

TABLE 705.8

EXTERIOR WALLS/

MAX. AREA OF EXTERIOR WALL OPENING

BASED ON FIRE SEPARATION DISTANCE

AND DEGREE OF OPENING PROTECTION

FIRE SEPARATION DISTANCE

UNPROTECTED

PROTECTED

0-3FT 3-5FT 5-10FT 10-15FT 15-20FT 20-25FT 25-30FT GREATER THAN 30'

N.P. N.P. 10% 15% 25% 45% 70% NO LIMIT

N.P. 15% 25% 45% 75% NO LIMIT NO LIMIT NOT REQUIRED

NORTH WALL = NO OPENING PROVIDED EAST WALL = ONE OPENING PROVIDED - FIRE RATED EXIT DOOR

SOUTH WALL = NO OPENINGS PROVIDED WEST WALL = ONE OPENING PROVIDED- FIRE RATED EXIT DOOR LESS THAN 15% OF WALL AREA

2(a) HOURS - 2 HOURS PROVIDED AT COLUMNS THAT SUPPORT THE FLOOR, 1 HOUR AT THE COLUMNS THAT SUPPORT THE ROOF

NOT APPLICABLE

0 HOUR

1 HOUR

CHAPTER 7

NOT APPLICABLE

2 HOUR

CHAPTER / NUMBER

CODE SECTION

USE AND OCCUPANCY CLASSIFICATION

BUILDING CODE REQUIREMENT ACTUAL PROVIDED

SECTION 311 STORAGE GROUPS, MODERATE HAZARD STORAGE UNITS CLASSIFICATION S-1

ISSUE

CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS

TABLE 504.4 ALLOWABLE HEIGHT AND AREAS HEIGHT AND STORY LIMITATIONS BASED ON CONSTRUCTION TYPE:

l-B AND OCCUPANCY S-1

MAXIMUM HEIGHT 160'-0" - MAXIMUM NUMBER OF STORIES 11 MAXIMUM HEIGHT 26'-10"

TABLE 506.2 ALLOWABLE HEIGHT AND AREAS AREA LIMITATIONS BASED ON CONSTRUCTION TYPE:

l-B, NON SPRINKLERED AND OCCUPANCY S-1

MAXIMUM FLOOR AREA = 26,000 SF

TOTAL BUILDING AREA 1,050 SF

SECTION 714

SECTION 714

PENETRATIONS

714.3.1 THROUGH PENETRATIONS, 714.3.1.1 FIRE RESISTENCE RATED ASSEMBLIES PENETRATIONS SHALL BE INSTALLED AS TESTED IN AN APPROVED FIRE RESISTANCE-RATED ASSEMBLY PENETRATING ITEMS WILL BE FIRESTOPED PER SECTION 714.3.1.2, THROUGH WALL PENETRATIONS SHALL

COMPLY WITH SECTIONS, 714.3.1.1 AND 714.3.1.2

PENETRATIONS

713.4.1.3 DUCTS AND TRANSFER OPENINGS PENETRATIONS OF HORIZONTAL ASSEMBLIES BY DUCTS AND AIR TRANSFER OPENINGS

SHALL COMPLY WITH SECTION 716.6.3(1)

NOT MORE THAN 2 STORY CONSTRUCTION, THE ANNULAR SPACE AROUND THE PENETRATING DUCT IS PROTECTED BY AN APPROVED NONCOMBUSTIBLE MATERIAL THAT RESISTS THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION.

OPENING PROTECTIVES 716.5 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS

EXTERIOR WALL ASSEMBLY OF 2 HOURS, DOOR RATING 1 1/2 HOURS RATED DOORS WILL BE PROVIDED PER TABLE 716.5

FIRE PROOFING MATRIX

COLUMNS - SUPPORTING FLOOR / TUBE 2 HR UL X650 INTUMESCENT / 0.164"

BEAMS - SUPPORTING FLOOR / WF 2 HR UL N614 INTUMESCENT / 0.115"

FOR DIAGONAL BRACING BELOW SUPPORTED FLOOR 2 HR UL X649 INTUMESCENT / SEE MANUFACTURES TABLES FOR THICKNESS

FLOOR - CONCRETE ON MTL. DECK 2 HR UL D 902

COLUMNS - SUPPORTING ROOF / WF 1 HR UL X760 GYPSUM WET MIX / 11/16"

BEAMS - SUPPORTING ROOF / WF 1 HR UL S761 GYPSUM WET MIX / 3/8"

ROOF DECK 1 HR UL P723 GYPSUM WET MIX / 7/8"

EXTERIOR WALL ASSEMBLY 2 HR UL U425 N/A

BUILDING COMPONENT/ SHAPE REQUIRED FIRE RATING UL TEST/ASSEMBLY FIRE PROOFING TYPE / REQUIRED THICKNESS

SYMBOL LEGEND

CODE CRITERIA

7A

F

REVIEWING AGENCIES:

APPLICABLE CODES:

EXX

XXXX

X

XXXX

X

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

EXISTING WALL OF "C" WING

BUILDING 1

EXISTING WALL OF "G" WING-

BUILDING 13

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

B

B

C

A

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

B

B

C

A

G

CONSTRUCTION - SITE PLAN

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

WALKWAY CONCRETE

DN

UP

PARKING

AREA

ROOF

LOADING AREA

EXITSTING

SOIL AND GRAVEL

PROPOSED BUILDING

BUILDING 13 ROOF

HOSPITAL "C"

WING

HOSPITAL "B"

WING

EXISTING CONDENSER

RELOCATED EXISTING

CONDENSER

EXISTING LOADING DOCK

ENCLOSURE

EXISTING

UPS ENCLOSURE

NEW UPS

ENCLOSURE

GAS LINES

NEW CONCRETE PAD AS REQUIRED

GRADE LEVEL KEY NOTES

SYMBOL DESCRIPTION

1 EXISTING HANDRAILING - TO BE MAINTAINED, PROTECT DURING CONSTRUCTION

2 EXISTING GAS LINE, VALVES AND CONDUITS TO BE MAINTAINED, PROTECT DURING CONSTRUCTION

A2001

A200

TRANSFORMERS

AREAWAY

BUILDING 21

UPS ENCLOSURE

EXISTING CONCRETE

EXISTING ASPHALT

"C"

WING

NEW

UPS ENCLOSURE

VAULT

MANHOLES

A300

A200

A200 2

A300

3 4

4 5 7

A

B

C

E

STEEL TUBE COLUMN ON CONCRETE CAISONS

TO SUPPORT ELEVATED FLOOR SLAB, TYP.

LINE OF BUILDING ABOVE

BRICK AND CMU INFILL OF WINDOWS IN THESE LOCATIONS

WINDOW INFILL NOTE:

PROVIDE GYPSUM BOARD AT INTERIOR

FEATHER WALL PATCH TO EXISTING ADJACENT WALL FINISH,

PAINT TO MATCH EXISTING WALL FINISH, TYP.

LEADER FROM ABOVE

NEW CONCRETE PAD COORD. SEE

STRUCTURAL DRAWINGS FOR

REQUIREMENTS

EXISTING

CONDENSER

D

RAILING1

RAILING1

RAILING1

9'-0"

LINE OF

BUILDING

ABOVE

'-0

'-0

SOIL AND GRAVEL

4'-6" x 5'-0" CONCRETE PAD, 5" HIGH

TYPICAL

NEW CONCRETE PAD FOR

RELOCATED CONDENSER

2 GAS LINE

9' - 0"

CONTROL JT. TYP.

STEEL TUBE COLUMN SUPPORTED ON

CONCRETE GRADE BEAM

AND CAISSONS

4' - 6"4' - 6"

SEE DETAIL S-503

FOR TYPICAL STAIR

POST SUPPORT

RELOCATED

CONDENSER

17' - 6"

6'

3"

STAIR LANDING ABOVE

1 VIEW LOOKING SOUTHWEST

1/8" = 1'-0"2 SITE PLAN

A101

SITE AND GROUND

FLOOR PLAN

1/4" = 1'-0"3 GRADE LEVEL - PARKING LOT

NOTE: NOT ALL STRUCTURAL COMPONENTS ARE SHOWN FOR CLARITY PUPOSES. COORDINATE DETAILS WITH STRUCTURAL DRAWINGS

GCDS

Location

Issue Date

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

DN

EXTERIOR WALL OF

BUILING 13

EXTERIOR WALL OF "C" WING

A2001

A200

REMOVABLE RAILING

FOR EQUIPMENT ACCESS

FOR EQUIPMENT LAYOUT SEE ELECTRICAL DRAWINGS

A300

A200

A200 2

A3002

4 5 7

A

B

C

E

D

5'- 4"

9'-0"5'-11"

'-0

'-0

8 1 /2"

OVERALL EXTERIOR

35'-6 3/4"

2'-

5"

+-4'-6 1/2".

A501

STAIR NO.2

STAIR NO.1

A501

A400

1'-3 3/8"

1'- 4 1

/4"

9 1 /2"

1/2" T. GYP.BD. BD. WRAPS COL'S. FULL HT., TYPICAL

1'- 4 1

/4" 1'-

4 1 /4"

7 3 /8"

7 3 /8"

6 1/2" 6 1/2"

10' - 5" 5' - 1"6' - 1" 11' - 5" O

VE

R

AL

L

E X

TE

R

IO

R

/2

A5014

STRUCTURAL BRACING,

TYPCAL, REFER TO

STRUCTURAL DRWG'S.

FOR MOR DETAIL

PROVIDE FULL HT. GYP. BD. AT BRACING

FROM COLUMN TO COLUMN

NOTE:

PROVIDE BLOCKING AND PLYWOOD OR

SHEET METAL BACKING FOR WALL

MOUNTED PANELS. COORDINATE

LOCATIONS WITH ELECTRICAL

EQUIPMENT LAYOUT.

A2001

A200

A300

A200

A200 2

A300

4 5

A

B

C

E

H.P. ROOF H.P. ROOF

SLOPE DOWN @ 1/4" / FOOT SLOPE DOWN @ 1/4" / FOOT

L.P. ROOF

L.P. ROOF

CONTINUOUS GUTTER

LEADER BELOW

D

PREFINISHED FORMED METAL COPING, TYP.

A500

35'-6 3/4"

'-8

1/ 2"

A500

A500

A500

4'

6"

2' - 0"

EXHAUST FAN ON 18"H.

ROOF CURB

1'

5"

SEE MECH. DRWG'S.

3'

0"

CONTINUOUS ROOF WALKWAY PROTECTION

ROOF ACCESS LADDER

1/4" = 1'-0"1 BLDG 18 FLOOR PLAN

1/4" = 1'-0"2 BLDG 18 ROOF STEEL

FLOOR AND ROOF PLANS

A102

NOTE: NOT ALL STRUCTURAL COMPONENTS ARE SHOWN FOR CLARITY PUPOSES. COORDINATE DETAILS WITH STRUCTURAL DRAWINGS

12'-0"

'-0

FINISH SCHEDULE

ITEM TYPE FINISH/COLOR

EXTERIOR WALLS SHERWIN WILLIAMS H&C STAMPED CONCRETE / COLOR

TO MATCH EXISTING BLDG 21

COORD WITH VA

SEE SCHEDULE

1/

2" 8'

-0

/2

5"

1/ 2"

8' -0

/2

5"

12'-6"

'-6

3"

4"

3"

3"

6'-0"

3' -9

/2

DOOR SCHEDULE

NUMBER WIDTH HEIGHT THICKNESS MATERIAL FINISH

DOOR TYPE.

HW-E3 6'-0" 7'-0" 1 3/4" 18 GA. HOLLOW PAINT TO

MATCH

SW7531

CANVAS TAN

FRAME TYPE.

MATERIAL FINISH

16 GA. PAINT TO

MATCH

SW7531

CANVAS TAN

HARDWARE SCHEDULE

INTERIOR WALLS SHERWIN WILLIAMS

ALL SURFACE ENAMEL

N/A

DOOR SHERWIN WILLIAMS

ALL SURFACE ENAMEL

COLOR TO MATCH EXISTING

SW7531 CANVAS TAN

HARDWARE TYPE. REMARKS

1.WALL PAINT SHALL PRODUCE A SMOOTH, NON-ABSORBANT SURFACE PER OBC 1210.2

ITEM MANUFACTURER MODEL MATERIAL QUANTITY REMARKS

CLOSER LCN 1

HANDLER YALE 8822 FL 304 S/S 1 MORTISE

HINGES MCKINNEY 41

2" x 41

2" 32D 3 PER DOOR

DRIP CAP NATIONAL ALUMINUM 1

LOCKET YALE 8822 FL 304 S/S 1

DEADBOLT YALE 8822 FL 304 S/S 1

SWEEP DOMINION 154AV ALT.1247.7.1 1

CORE MEDECO/ASSA 1 PER SPEC

ABLOY 087100

PANEL SIZE WEIGHT

ROOF 10'-6" x 12'-6" 7375 LBS

FLOOR 10'-0" x 12'-0" 6000 LBS

FRONT 12'-0" x 8'- 0 1/2" 2000 LBS

BACK 12'-0" x 8'- 0 1/2" 3625 LBS

RIGHT 9'-6" x 8'- 0 1/2" 2875LBS

LEFT 9'-6" x 8'- 0 1/2" 2875LBS

TOTAL 24750LBS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

B

B

C

A

G

NEW UPS BUILDING PLANS AND

SECTIONS

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

'-4

A300 ABCE

NEW UPS BUILDING ELCLOSURE

MATCHES ENCLOSURE OF EXISTING

UPS BUILDING

SEE A-103 FOR ADDITIONAL

INFORMATION

EXISTING UPS BUILDING 21

BUILDING 18 SUPPORT

COLUMN BEYOND

STEEL SUPPORT COLUMNS FOR

EXTERIOR STAIR, SEE STRUCTURAL

DETAILS S-503

LEADER FROM GUTTER ABOVE

DISCHARGES ON EXISTING PAVING

INTERIOR OF

BUILDING 13

NOTE: EXISTING WINDOW OPENINGS OPPOSITE

AND WITHIN 10'-0" OF NEW TRANSFORMERS TO BE INFILLED

WITH CMU. AND FACE BRICK. REMOVE EXISTING WINDOWS AND FRAMES

AND SEAL EXPOSED CMU. SECURE SINGLE WYTHE OF FACE BRICK WITH

MASONRY TIES TO CMU BACKUP. PROVIDE FLASHING UNDER FACE BRICK

AND UP FACE OF CMU 6" MIN. PROVIDE WEEPS.

D

EQ

EQ

EQ

6'-2" EQ EQ

1'-10 1/4"1'-10 1/4"

REMOVABLE

RAILING

1'

5/

8"

BASEMENT

-11' - 6"

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

TOP OF COPING

26' - 10"

A300

A B C E

BASEMENT LEVEL

OF "C" WING

CONTINUOUS GUTTER AT WALL

ALUMINUM COMPOSITE WALL PANELS, TYPICAL

PAINTED STEEL RAILING

D

AREA WAY

EQ EQ EQ

30'-8 1/2"

WALL LOUVER SEE MECHANICAL DRAWINGS

ROOF ACCESS LADDER

BUILDING 13

BASEMENT

-11' - 6"

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

TOP OF COPING

26' - 10"

A300

23457

EXTERIOR WALL

OF "C" WING

EXISTING BUILDING 21

SEE WINDOW INFILL NOTE DRAWING 1 THIS SHEET

LAB BUILDING 13

BEYOND

1'-9 3/8" 1'-9 3/8"10'-6 5/8" 10'-7 5/8" 10'-7 5/8"

35'-6 3/4"

1" PANEL JOINT,TYP.

1'-3 3/8" 1'-3 3/8"

SEE STRUCTURAL DETAILS S-105

FOR WALKWAY, RAILING AND

STAIR CONSTRUCTION

EXISTING STAIR

WIDE FLANGE BEAM, SEE

STRUCTURAL DRAWINGS FOR

MORE DETAIL

ROOF ACCESS LADDER

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

TOP OF COPING

26' - 10"

A300

2 3 4 5 7

CONTINUOUS GUTTER AT SOUTH WALL

COPING AT EAST, WEST AND NORTH WALLS

AREAWAY SEE PLANS

EXISTING EXTERIOR WALL

"C" WING

STEEL SUPPORT COLUMNS

6 9

LEADER DISCHARGE ON PAVEMENT

35'-6 3/4"

1'-9 3/8" 1'-9 3/8"

EQ EQ EQ 1" WIDE PANEL JOINT, TYPICAL

A500

SEE STRUCTURAL DETAILS S-503

ALUMINUM COMPOSITE WALL

PANELS, TYPICAL

1/4" = 1'-0"1 EAST ELEVATION

1/4" = 1'-0"2 WEST ELEVATION

1/4" = 1'-0"3 NORTH ELEVATION

1/4" = 1'-0"4 SOUTH ELEVATION

BUILDING ELEVATIONS

A200

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

TOP OF COPING

26' - 10"

'-4

A300

4 5

1'-3 3/8" 16'-6" 16'-6" 1'-3 3/8"

1'

5/

8"

1'

2"

AREA WAY

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

BLDG 18 ROOF STEEL

25' - 0"

PARKING LOT - EL 904'-0"

-0' - 6"

TOP OF COPING

26' - 10"

A300

A B C E

BUILDING 13

EXISTING

UPS BUILDING

A400

TRANSFORMER

D

'-4

1'-4 1/4"

14'-0" 14'-0"

1'-4 1/4"

PREFINISHED METAL COPING BEYOND

ALUMINUM COMPOSITE CLADDING

EXTENDS PAST SLAB EDGE

AND HORIZONTALLY TO

STRUCTURE ON COL. LINE D

ALUMINUM COMPOSITE CLADDING

EXTENDS PAST SLAB EDGE,

WRAPS STRUCTURE AND

RETURNS UP TO METAL DECK

SEE STRUCTURAL DRAWINGS FOR

MORE INFORMATION ON CASSONS AND GRADE BEAM

LEADER FROM GUTTER ABOVE

3/8" = 1'-0"1 SECTION LOOKING NORTH

3/8" = 1'-0"2 SECTION LOOKING EAST

BUILDING SECTIONS

A300

NOTE: NOT ALL STRUCTURAL COMPONENTS ARE SHOWN FOR CLARITY PUPOSES. COORDINATE DETAILS WITH STRUCTURAL DRAWINGS

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

TOP OF COPING

26' - 10"

A

FOR FLOOR FRAMING, SEE STRUCTURAL DRAWINGS

FOR MORE DETAIL

3, 1/2" T. LAYERS OF TYPE X GYPSUM BOARD

PREFINISHED

METAL COPING

INSULATION ON METAL DECK SLOPE 1/4" /

FOOT, MINIMUM THICKNESS 5" AT LOW POINT

OF ROOF

STEEL WALKWAY AND

STAIR AND RAILING ASSEMBLY BEYOND, SEE PLANS FOR

ADDITIONAL INFORMATION

6" METAL STUD

A400

A500

STUD FRAMING AT COLUMNS UP TO DECK

5/8" FIBERGLAS MAT GYPSUM SHEATHING

ALUMINUM COMPOSITE PANEL CLADDING SYSTEM

UL- U425 EXTERIOR WALL ASSEMBLY

VARIES, SEE PLAN

7 3/8"

SPRAY APPLIED FIRE PROOFING

ALUMINUM COMPOSITE PANELS WRAP PREIMETER STRUCTURE

A

1/2" GYPSUM BOARD RETURNS TO EXTERIOR WALL WHERE

BRACING DOES NOT OCCURE

3 5/8" METAL STUD

2 1 /4"

8 1 /8"

9 1/2"

SPRAY APPLIED FIREPROOFING

ALUMINUM COMPOSITE WALL

CLADDING SYSTEM +- 2 1/4"

EXTERIOR STEEL FRAMED WQALL

CONSTRUCTION

WHERE BRACING OCCURES CONTINUE GYPSUM BOARD TO

ADJACENT COLUMN

BLDG 18 - T. SLAB - EL. 916'-2"

11' - 8"

A

ALUMINUM COMPOSITE

MATERIAL

ALUMINUM COMPOSITE

SYSTEM EXTRUSIONS AND

CLIPS

WEATHER BARRIER

WEEP & BAFFLE

WEEP AND BAFFLE,

TYPICAL

OPEN STEEL GRATE FLOOR PANELS AND FRAMES

TYPICAL EXTERIOR WALL ASSEMBLY

BENT STEEL PLATE CLOSURE

W 14, TYPICAL

COMPOSITE ALUMINUM

CLOSURE

1" HORIZONTAL AND VERTICAL

REVEALS, TYPICAL

STUD FACE

7 3/8"

5/8" FIBERGLAS MAT GYPSUM

2 1/4"

INTUMESCENT FIREPROOFING

WALL PANELS AT THIS LOCATION EXTEND UP TO

ADJACENT PANEL WHEN

WALKWAY IS NOT PRESENT

SEE DET1 /S 105 FOR WALKWAY

SUPPORT FRAMING

FOR METAL WALL FRAMING INFORMATION SEE

S 105

ALUMINUM COMPOSITE PANEL EXTENDS TO

STEEL BEAM AT COLUMN LINE D

2'

2"

2"

3/4" = 1'-0" A3001 TYPICAL WALL SECTION

WALL SECTIONS AND

EXTERIOR DETAILS

A400

1 1/2" = 1'-0"2 GYPSUM BOARD AT COLUMN

1 1/2" = 1'-0"3 WALL BASE DETAIL

NOTE: NOT ALL STRUCTURAL COMPONENTS ARE SHOWN FOR CLARITY PUPOSES. COORDINATE DETAILS WITH STRUCTURAL DRAWINGS

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

E

FLASHING

CONTINUOUS BEAD OF SEALANT

PREFINISHED GUTTER AND DOWNSPOUT BEYOND,

FABRICATE IN COMPLIANCE WITH SMACNA

GUIDELINES, DISCHARGE AT GRADE

ROOF MEMBRANE OVER

RIGID INSULATION

2 X 8 PRESSURE TREATED CONTINUOUS

BLOCKING AND NAILER

METAL ROOF EDGE TERMINATION

CONTINUOUS BEAD OF SEALANT

SEE STRUCTURAL DWGS

METAL PANEL SYSTEM

WATER RESISTENT BARRIER

2 1/4"

7 3/8"TYP. PIPE / FLUE

PENETRATION

LAP SEALANT

WATER CUT-OFF MASTIC

STAINLESS STEEL CLAMP RING

PRE-MOLDED PIPE

SEAL

ROOFING SYSTEM OVER RIGID

INSULATION

PRIMER AND SEAM ADHESIVE BOTH

SURFACES

METAL ROOF DECK - SEE STRUCT

DRAWINGS

TOP OF COPING

26' - 10"

A

REVEAL IN PANEL SYSTEM SEE

ELEVSTIONS FOR MORE

INFORMATION

ROOF MEMBRANE RUNS UP BACK OF PARAPET

AND OVER THE TOP OF PARAPET WALL

POLYISOCYANURATE, END JOINTS

STAGGERED, 5" OVERALL THICKNESS

90 MIL EPDM ROOF MEMBRANE

PREFINISHED METAL COPING

EXTRUSION AND FASTENERS AS

APPROVED BY ALUMINUM

COMPOSITE PANEL MANUFACTURER

5/8" GYPSUM FIBERGLASS SHEATHING5/8" GYPSUM FIBERGLASS

SHEATHING

WATER RESISTENT BARIER

6"

STUD FACE

7 3/8"

1 1/2" = 1'-0"1 ROOF EDGE AT GUTTER

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

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

A500GCDS

EXTERIOR DETAILS - ROOF

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

DN

C

E D

A501

1'

0"

5/ 8"

1'

0"

A5014

17 TREADS @ 11" / 18 RISERS @ 6 25/32"

15'-7" 11" 1' - 0"

4 T

RE

AD

S

RI

SE

RS

/32

3'- 8"

SLOPED EXTENSION

HORIZONTAL EXTENSION

'-6

3/ 8"

4' - 2"

1'

3/

4"

1' - 2 3/4"

4'

2"

A

1'

0"

T

RE

AD

S

R

IS

ER

S

/16

9'- 2"

1'- 3 3

/4"

10 TREADS @ 11" / 11 RISERS @ 6 15/16"

9' - 2" 11"

HORIZONTAL EXTENSION

HORIZONTAL EXTENSION

SLOPED EXTENSION

3'

1/

2"

3' - 9 1/2"

1' - 8".

STEEL STAIR

PAINTED STEEL STRINGER

1" TYP

EQ

RI

SE

R

HE

IG

HT

SE

E

SE

CT

IO

N

METAL STAIRS-PIPE

RAILS

GUARDRAIL

PIPE

HANDRAIL

METAL STAIRS

PICKETS

PIPE RAILS

BOTTOM RAIL

DASHED LINED

REPRESENTS

PLANE OF TREAD

NOSING

SE

CT

IO

N

MI

N

1 1 /2"

STEEL BAR

GRATE TREADS

1/4

1 1/4"

3'- 6"

1 1/2".1 1/4".

1 5/8"

1'-0"

2'-5 3/8"

1/1/2".

EQ

EQ

EQ

EQ

EQ

EQ

EQ

1'-0"

3'- 0"

TREADS BEYOND

1/

4"

SUPPORT STRUCTURE

SEE S 103

A501

SLEEVES FOR RAILING SUPORTS

4"

1" 1"

POST OF FIXED RAILING

POST OF REMOVABLE RAILING

TOP OF WALKWAY- SEE STRUCTURAL DRAWINGS

FOR MORE DETAIL

1"

PIPE SLEEVE WELDED TO WALKWAY

THRU BOLTED CONNECTIONS

1/2" = 1'-0"1 A 501 STAIR NO. 1 ENLARGED PLAN

1/2" = 1'-0"2 A 501 STAIR NO. 2 ENLARGED PLAN

1 1/2" = 1'-0"3 A501 HANDRAIL SECTION AND ELEVATION DETAIL

1/2" = 1'-0"4 ELEVATION REMOVABLE RAILING

3" = 1'-0"5 DETAIL AT REMOVABLE RAILING

A501GCDS

STAIR DETAILED PLANS

AND DETAILS

B B

C

N

KEY PLAN Not to Scale

A

G

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

100% CONSTRUCTION

DOCUMENTS

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

POC: Aslam Husain

607-19-107

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

REPLACE ELECTRICAL BUILDING 18

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

William S. Middleton, Madison, WI

Building Number

Project Director

Revisions: Date: 11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

DOOR SCHEDULE

NUMBER WIDTH HEIGHT MATERIAL DOOR AND FRAME FINISH HDWR. RATING COMMENTS

01 72" 84" HOLLOW METAL / STEEL PAINT HW-E2 90 MIN

02 36" 84" HOLLOW METAL / STEEL PAINT HW-E1 90 MIN

DOUBLE RUNNERS SCREWED TOGETHER AT

12" O.C., MATCH STUD GAGE. SCREW TOP RUNNER TO JAMB STUDS

JAMB ANCHORS ABOVE EACH HINGE

REINFORCEMENT AND BELOW TOP HINGE

REINFORCEMENT

DOUBLE STUDS TYPICAL, 20 GAGE MIN.

FLOOR CLIPS WITH FASTENERS AS REQUIRED

ELEVATION

ISOMETRIC VIEW

METAL FRAMING AT DOOR OPENINGS

3 LAYERS, 1/2" TYPE X GYPSUM BOARD

5/8" FIBERGLASS MAT GYPSUM SHEATHING

6" STEEL STUDS

8 1/8"

ALUMINUM COMPOSITE PANEL SYSTEM

WATER RESISTANT BARRIER

2"

1" 1/2"

EDGE OF PANEL ALIGNS WITH REVEAL AND EDGE OF ADJACENT PANEL

F - FLUSH F -DBL FLUSH

DOOR TYPES

TYPE 1 SINGLE TYPE 2 DOUBLE

FRAME TYPES

3 LAYERS, 1/2" TYPE X GYPSUM BOARD

8 1 /8"

ALUMINUM COMPOSITE

PANEL SYSTEM

WATER RESISTANT

BARRIER

2"1/2

2"5/8"

6" STEEL STUD

FRAMING,

DOUBLE STUDS

AT JAMBS

SEALANT ALL AROUND FRAME, TYP.

HOLLOW METAL DOOR AND FRAME

EDGE OF PANEL ALIGNS WITH REVEAL AND EDGE OR PANEL ABOVE DOOR, TYPICAL

1/4" = 1'-0"2 METAL FRAMING AT DOOR OPENINGS

3" = 1'-0"3 A600 DOOR HEAD

3" = 1'-0"5 A600 DOOR JAMB

A600GCDS

DOOR SCHEDULE AND

DETAILS

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- GENERAL NOTES

S000

DETAIL

S000

BREAK LINE

DOUBLE BREAK LINE

ELEVATION REFERENCE

SECTION REFERENCE

U.N.O. - UNLESS NOTED OTHERWISE

T/STEEL - TOP OF STEEL

T/CONCRETE - TOP OF CONCRETE

C/C - CENTER TO CENTER OR CENTER ON CENTER

N.S. - NEAR SIDE

F.S. - FAR SIDE

EXISTING WALL OF "C" WING

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- SITE PLAN

E

W14x 61 FLOOR

BEAM-CONTINUOUS

W14x 61 FLOOR

BEAM-CONT

D

B

W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 9

FL

OO

R

BE

AM

-C

ON

T.

6" THICK

REINFORCED

CONCRETE SLAB

WITH 1 1/2" - C22

FLOOR DECK#4

REBAR 12" C/C

BOTH WAY- 1 1/2"

FROM TOP

FLOOR

DECK SPAN

L 3 1/2" x 3 1/2" X 3/8" -

T/STEEL EL.

915'-2"

L 3 1/2" x 3 1/2" X 3/8" -

T/STEEL EL.

915'-2"

L 3 1/2" x 3 1/2" X 3/8" -

T/STEEL EL.

915'-2"

W8x 24 PLATFORM

SUPPORT BEAM-2

PLS.

W8x 24 PLATFORM

SUPPORT BEAM

-2 PLS.

W8x 24 PLATFORM

SUPPORT BEAM

W8x 24 PLATFORM

SUPPORT BEAM-4

PLS..

W8x 24 PLATFORM

SUPPORT BEAM- 4

PLS..

TRANSFORMERS

LIFTING

SUPPORT

PLAN - BELOW

C10X15.3 PLATFORM

SUPPORT BEAM-TYP.

BACKED WITH 3/8" X

2" BARING PLATE

W8x 24 PLATFORM

SUPPORT BEAM

C10X15.3 PLATFORM

SUPPORT BEAM-TYP.

BACKED WITH 3/8" X

2" BARING PLATE

W8x 24 PLATFORM

SUPPORT BEAM-2

PLS.

STAIR STRINGER NO

2. SEE 2 /A501

STAIR STRINGER NO

1. SEE 1 /A501

C10X15.3 PLATFORM

SUPPORT BEAM-TYP.

BACKED WITH 3/8" X

2" BARING PLATE

W

EL

DM

EN

T

W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 9

FL

OO

R

BE

AM

-C

ON

T. W x 6

FL

OO

R

BE

AM

-C

ON

T.

W x 6

FL

OO

R

BE

AM

-C

ON

T.

A

5 9

H.P. ROOF

EL 930'-1"

H.P. ROOF

SL

OP

E

DO

W N

1/

4"

FO

OT

SL

OP

E

DO

W N

1/

4"

FO

OT

W10X22 ROOF

BEAMS

SPACING,TYPICAL

W

X6

RO

OF

BE

AM

-C

ON

T.

W10 x 33 SUPPORT

COLUMN (TYP.)

C

E

W x

R

OO

F

BE

AM

W10X22 ROOF

BEAMS

SPACING,TYPICAL

L.P. ROOF

EL 929'-6"

L4X4X3/8"

ANGLES, TYP

1 1/2" ROOF B24-

DECK

ROOF DECK

SPAN

ROOF DECK

SPAN

ROOF DECK

SPAN

ROOF DECK

SPAN

ROOF DECK

SPAN

ROOF DECK

SPAN

1" C

AM

BE

R

W10 x 33 SUPPORT

COLUMN (TYP.)

W10 x 33 SUPPORT

COLUMN (TYP.)

W10 x 33 SUPPORT

COLUMN (TYP.)

FA

CE

O F

AR

CH

IT

EC

TU

RA

L W

AL

L

PA

NE

L

W x

R

OO

F

BE

AM

W x

R

OO

F

BE

AM

W x

R

OO

F

BE

AM

18 1/2" SQ

OPENING

FOR EF-1

W

X6

RO

OF

BE

AM

-C

ON

T.

W10 x 33 SUPPORT

COLUMN (TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- STEEL FLOOR &

ROOF PLANS

2 7 9

T/TRANSFORMER PAD

904'-0"

PARKING LOT

903'-0"

EXISTING EXTERIOR WALL

"C" WING

CONCRETE

ASPHALT

4 FT GRADE BEAM

STAIR - PIT

(BUILDING 1

BASEMENT )

892' - 6"

1500 kVA-

TRANSFORMERS-

SEE ELECTRICAL

10" THICK NEW

REINFORECED

CONCRETE

T/ CONCRETE EL.

903.6667' (HIGH)

Work Point

Work Point

Work PointWork PointWork Point

W14x 61 FLOOR

BEAM

T/TRANSFORMER PAD

903.75'

T/TRANSFORMER PAD

903.5'

W14x 61 FLOOR

BEAM

W14x 90 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

C10 X20 C10 X20 C10 X20 C10 X20

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 90 FLOOR

BEAM

AS NOTED IN THE SOIL REPORT- "BY CGC, INC." FULL

DEPTH CASING SHALL BE USED TO ADVANCE DRILLED

CAISSONS TO THE INTENDED DEPTH (TYP.)- SEE SPEC

31-63-26

W8x 31BRACE

W8x 31BRACE W8x 31BRACE

W8x 31BRACE

2 4 7

EXISTING EXTERIOR WALL

"C" WING

STAIR - PIT

(BUILDING 1

BASEMENT )

892' - 6"

T/SLAB

904'-0"

W14x 61 FLOOR

BEAM

Work Point

PARKING LOT

903'-0"

T/SITE- GRADE

CONCRETE

903.6667'

EXISTING CONCRETE STAIRS

TO BASEMENT "C" WING

CONCRETE ASPHALT

Work Point

Work PointWork PointWork Point

Work Point

W14x 90 FLOOR BEAM W14x 90 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

C10 X20 C10 X20 C10 X20 C10 X20

AS NOTED IN THE SOIL REPORT- "BY CGC, INC." FULL

DEPTH CASING SHALL BE USED TO ADVANCE DRILLED

CAISSONS TO THE INTENDED DEPTH (TYP.)- SEE SPEC

31-63-26

W8x 31BRACE W8x 31BRACE W8x 31BRACE

W8x 31BRACE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- ELEVATIONS

W10 x 33 SUPPORT

COLUMN

W21X62 ROOF BEAM

BEYOND- CONT.

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT

COLUMN

Work Point Work Point

Work Point Work Point Work PointWork Point

Work PointWork Point

W21X62 ROOF BEAM

BEYOND- CONT.

2 5 9 259

STEEL WALL PANELS, TYPICAL - SEE

ARCHITECTURAL

W14x 61 FLOOR

BEAM

W14x 90 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 90 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

L3"X3"X3/8"CROSS BRACING

ANGLE

L3"X3"X3/8"CROSS BRACING

ANGLE

3/8" GUSSET PLATE

WITH 3/4"Ø BOLT-3/8" GUSSET PLATE

WITH 3/4"Ø BOLT-

W12 x 26 ROOF

SUPPORT BEAM

W12 x 26 ROOF

SUPPORT BEAM

C

STEEL WALL PANELS, TYPICAL - SEE

ARCHITECTURAL

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT COLUMN W10 x 33 SUPPORT

COLUMN

W14X30 ROOF

SUPPORT BEAM

-BEYOND

W12 x 26 ROOF

SUPPORT BEAM

W12 x 26 ROOF

SUPPORT BEAM

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT COLUMNW10 x 33 SUPPORT

COLUMN

W14X30 ROOF

SUPPORT

BEAM-BEYOND

L3"X3"X3/8"CROSS BRACING

ANGLE

Work Point Work Point

Work Point Work Point

Work Point

Work Point Work Point

Work Point

AE

CA E

L3"X3"X3/8"CROSS BRACING

ANGLE

3/8" GUSSET PLATE

WITH 3/4"Ø BOLT-

3/8" GUSSET PLATE

WITH 3/4"Ø BOLT-

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- ELEVATIONS

W12 x 26 ROOF

SUPPORT BEAM

W12 x 26 ROOF

SUPPORT BEAM

5C5

W10 x 33 SUPPORT

COLUMN

W10 x 33 SUPPORT

COLUMN

W14X30 ROOF

SUPPORT BEAM

W21X62 ROOF BEAM-CONT.

CAMBER

W10X22 ROOF

BEAMS-BEYOND

AE

W10 x 33 SUPPORT

COLUMN

W10 x 33

SUPPORT

COLUMN

W21X62 ROOF BEAM

- CONT.

2 5 9

W12 x 26 ROOF

SUPPORT BEAM

W12 x 26 ROOF

SUPPORT BEAM

W14X30 ROOF

SUPPORT BEAM

W14X30 ROOF

SUPPORT BEAM

W24x 104 SUPPORT

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

W14x 90 FLOOR

BEAM-CONT.

W24x 104 SUPPORT

BEAM

E

W14x 61 FLOOR

BEAM

HAND CHAIN HOIST

2- 6,600 lbs CAPACITY.

TWO-W8x 24 HOIST BEAM

SUPPORT

W14x 61 FLOOR

BEAM-BEYOND.

HSS, 6 X 6 X 3/8 SPREADER BEAM

T/ TRANSFORMER - RESTING

T/ TRANSFORMER - MAXIMUM LIFT

EL 904' TO 904.5'

T/ GRAD VARIES

T/ NEW CONCRETE- STEP TOWARDS

ASPHALT PARKING

SLIDE OUT WITH USE OF

DOLLIES/ROLLERS OR OTHER

AVAILABLE MEANS

ELECTRICAL CONDUIT

4" THICK ELECTRICAL PAD-

MATCH REQUIREMENTS FOR

SIZES OF EQUIPMENT

6" THICK CONCRETE SLAB

WITH 1 1/2" B22 FLOOR DECK

& #4 REBAR 12" C/C BOTH

WAY- 2" FROM TOP

T/ TRANSFORMER PAD EL VARIES

6" THICK CONCRETE SLAB

WITH 1 1/2" B22 FLOOR DECK

& #4 REBAR 12" C/C BOTH

WAY- 2" FROM TOP

T/ STEEL EL. 914'-6 1/8"

W14x 61 FLOOR

BEAM- TOP OF

FLANGE NOT SHOWN

FOR CLARITY

W14x 90 FLOOR

BEAM

STRUCTURAL SECTIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

TYP.

TYP.

TYP.

TYP.

A

TYP.

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- WALL SECTIONS

E

TYP.

TYP.

TYP.

TYP.

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL- WALL SECTIONS

Work Point

8 1/4 NTS

D

B

T/ STEEL EL. 914'-6 1/8"

(-32k)

W8x 31-BRACE

Work Point

12NTS

8 9/16

D

B

T/ STEEL EL. 914'-6 1/8"

W8x 31-BRACE

(-70k)

Work Point

DB

12NTS

8 9/16

W8x 31-BRACE

(+74k)

(+74k)

W8x 31-BRACE

W14x 90 FLOOR BEAM

Work Point

12 NTS

10 1/4

BB

W8x 31 BRACE

T/ STEEL EL. 914'-6 1/8" T/ STEEL EL. 914'-6 1/8"

T/ STEEL EL. 915'-8"

(-32k)

W8x 31-BRACE

12NTS

10 1/4

12 NTS

10 1/4

Work Point

DB

W8x 31-CROSS

BRACING BEAM

(+74k)

(-32k) (32k)

Work Point

8 1/4 NTS

DB

7 7

W8x 31-BRACE

W8x 31-BRACE

(+74k)

(+64k)

W14x 61 FLOOR

BEAM- RUNNING

NORTH AND SOUTH

W14x 61 FLOOR

BEAM CUT TO SUIT

AND COPED AT EACH

W14 X 61 NORTH

SOUTH FLOOR BEAM

E

D

E

W14x 61 FLOOR

BEAM

W14x 61 FLOOR

BEAM

STRUCTURAL DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

C

1/4

NTS

Work Point

NTS

10 3/4

NTS

C

E

E

1/4

NTS

Work Point

10 3/4

NTS

Work Point

NTS

E

C

Work Point

C

Work Point

1/4

NTS

NTS

11 1/4

NTS

C

A

A

Work Point

1/4

NTS

Work Point

11 1/4

NTS

NTS

A

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

STRUCTURAL DETAILS

NTS

E

3 SIDES

E

E

Work Point

W21X62 ROOF BEAM

W21X62 ROOF BEAM

NTS

3/4"Ø A325 BOLTS - TYP. 3 SIDES (TYP.)

T/STEEL 929'-6"

Work Point

9 1/2

NTS

A

3 SIDES

A

A

Work Point

W21X62 ROOF BEAM

9 1/2

NTS

3 SIDES (TYP.) 3/4"Ø A325 BOLTS - TYP.

W21X62 ROOF BEAM

T/STEEL 930'-1"

E

1/4

NTS

3 SIDES (TYP.)

3 SIDES (TYP.)

A

1/4

NTS

A

1/4

NTS

E

1/4

NTS

3 SIDES (TYP.)

C

W21X62 ROOF BEAM

W14X30 ROOF

SUPPORT BEAM

W14X30 ROOF

SUPPORT BEAM

3 SIDES (TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

(4)1"Ø HOLES FOR

7/8"Ø ANCHOR

BOLTS.

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

MISCELLANEOUS STRUCTURAL

DETAILS

#6 DOWEL BARS #6 DOWEL BARS

1 3/8"Ø RODS

THREADED ON ENDS.

1 3/8"Ø RODS

THREADED ON ENDS.

ROUGHEN

SURFACE

#4 STIRRUPS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

CAISSONS AND GRADE BEAM

1 3/8"Ø HEAVY HEX

NUT AND WASHER

4 SIDES

ROUGHEN

SURFACE

HILTI RE 500

EPOXY ADHESIVE

OR APPROVED

EQUAL

#6 DOWEL BAR

#3 TIE

#3 CROSS TIE

#6 DOWEL BAR

TYP.

#3 TIES

#3 CROSS TIE

3/4" @ 45°

CHAMFER

18" SQ BASE

PLATE

(4)1 7/16"Ø HOLES

FOR 1 3/8"°

THREADED RODS.

P 3/16" X 1" FULL

LENGTH OF BENT

PLATE

L

FILL GAP BETWEEN WELDS WITH

CAULK PRIOR TO FIRE PROOFING

AND PAINTING

TYP.

TYP.

3/4" @ 45°

CHAMFER

1 3/8"Ø RODS

THREADED ON

ENDS.

(4)1 7/16"Ø HOLES

FOR 1 3/8"Ø

THREADED RODS.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18

CONCRETE PEDESTAL, ANCHORS &

BASE PLATE STRUCTURAL DETAILS

TYP.

A

TYP.

W14 FLOOR BEAMS

W14x 61 FLOOR

BEAM-CONT.

W8x 24 PLATFORM

SUPPORT BEAM-TYP.

W

AL

L

PA

NE

L

L 3 1/2" x

3 1/2" X 3/8" - B/STEEL

EL. 915'-2"

W8x 24 PLATFORM

SUPPORT BEAM-TYP.

13/16"Ø HOLE

FOR 3/4" BOLT

- TYP.

P 3/8"L

W14x 90 FLOOR

L 3 1/2" x

3 1/2" X 3/8" - B/STEEL

EL. 915'-2"

L 3 1/2" x

3 1/2" X 3/8" - B/STEEL

EL. 915'-2"

13/16"Ø HOLE

FOR 3/4" BOLT

- TYP.

P 3/8"L

L 3 1/2" x

3 1/2" X 3/8" - T/STEEL

EL. 915'-2"

W14x 61 FLOOR

BEAM-CONT.

P 3/8"L

TYP.

13/16"Ø HOLE

FOR 3/4" BOLT

- TYP.L 3 1/2" x

3 1/2" X 3/8" - T/STEEL

EL. 915'-2" ANGLES

L 3 1/2" x

3 1/2" X 3/8" - B/STEEL

EL. 915'-2"

13/16"Ø HOLE

FOR 3/4" BOLT

L 3 X 3 X 1/4" DIAGONALLY ACROSS

L 3 X 3 X 1/4"

DIAGONALLY ACROSS

EL - 3 5/8"

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% CONSTRUCTION

DOCUMENTS

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

POC: Aslam Husain

William S. Middleton, Madison, WI

607-19-107 Building Number

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

Electrical:

1232 Fourier Drive, Suite 101, Phone: 608.833.7000 Fax: 608.833.6996 Madison, Wisconsin 53717

11.4.19

100% CONSTRUCTION DOCUMENTS 11.4.2019

REPLACE ELECTRICAL BUILDING 18