36C25219B0038-0003003.pdf

A

2 3 4 5 6 7 8

B

C

UP

UP

DN

DN

SF301

SF301

FD

250'-8"

45'-4" 32'-0" 32'-0" 32'-0" 32'-0" 32'-0" 45'-4"

6'

-8

'-4

'-4

727.42' 728.08' 728.75'

727.08' 726.25'

727.08' 726.25'

726.92' 727.58' 728.25'

729.42' 730.08' 730.75 730.92'

730.42'729.58'728.92'

729.58'731.18'732.78'

731.18'732.78' 724.65' 723.05'

724.65' 723.05'

SF521

SF521

SF521

SF521

SB502

SF301

SF301

SF521

SF521

SF521

SF521

SF521

B.7

A.1

1.2 1.4 1.7

A.A

7.8

'-5

8'

-4

'-0

'-9

'-7

10'-8" 9'-8" 10'-8" 14'-4" 35'-0" 10'-4"

SF401

SF411

SF522

SF522

SB502

727.51'

727.46'

727.33'

730.22'

730.22' 730.42'

730.42'

727.67'

FD

FD

16'-0" 34'-0"

'-8

TO WASH EL 730.00'

SF522

SF522

SF522

SF522

12'-10"

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3" CIP CONCRETE TOPPING

REINFORCE WITH 6X6 W4X4 WWR

3" CIP CONCRETE TOPPING

REINFORCE WITH 6X6 W4X4 WWR

FDFD

FD

SHEET NOTES:

NO SYMB NOTE

1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES,

AND TIE HOLE LOCATIONS WITH ARCHITECTURAL

DRAWINGS.2 INDICATES PLAN MATCH LINE.

3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND

SI002

4 FOR EXPLANATION OF NOTATIONS AND

ABBREVIATIONS, REFER TO GENERAL NOTES, SHEET

SI002.5 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA

LEVEL, REFER TO CIVIL

6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP

OF CONCRETE SLAB AT COLUMN CENTER LINES.

ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,

BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS,

REFER TO DETAILS 1-3/SF551.

7 FOR FLOOR ELEVATIONS BETWEEN POINTS

INDICATED, USE STRAIGHT LINE INTERPOLATION AND

SLOPE SLAB TO DRAIN.

8 FOR COLUMN DETAILS, REFER TO SHEETS SF511. ALL

COLUMNS ARE CENTERED ON GRID LINES UNLESS

NOTED.

9 FOR TYPICAL SLAB ON GRADE DETAILS REFER TO

SHEET SB501.

10 FOR PRECAST FRAMING DETAILS AND NOTES, REFER

TO SHEETS SF521, SF531, AND SF532.

11 FOR TYPICAL DOUBLE TEE PROFILE, REFER TO

DETAIL 1/SF531.

12 CAST-IN-PLACE TOPPING THICKNESS ON SUPPORTED

LEVELS SHALL BE 3 INCHES TYPICAL UNLESS NOTED

OTHERWISE.

13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT

DETAILS, REFER TO SHEET SF541.

14 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO,

REFER TO DETAIL 4/SB501, 5/SF531 AND PLUMBING

DRAWINGS.15 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER

TO MECHANICAL/PLUMBING DRAWINGS.

16 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC

COLLARS TO ELIMINATE FLOODING FROM FLOOR TO

FLOOR, REFER TO DETAIL 4/SF551.

17 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR

DRAIN AND PIPE SIZES. NO PIPING SHALL BE INSTALLED

WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS

IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE

WHERE IT COULD NOT BE HIT BY A VEHICLE OR

PEDESTRIAN.

18 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND

MECHANICAL SYSTEMS SHALL BE PROTECTED BY

STEEL PIPE GUARDS, REFER TO DETAILS 4, 5, & 6/SF551.

19 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK

CONCRETE OVER 24" OF COMPACTED STRUCTURAL

FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @ 12"

OC EACH WAY.

20 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE

HAND TOOLED, REFER TO 4 AND 5/SF541.

21 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB

SHALL BE ROUTED & SEALED, REFER TO DETAIL 11

AND 2/SF541.

22 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE

DETAILS REFER TO ELECTRICAL AND DETAIL 7/SF511

23 INDICATES DECK COATING, REFER TO DETAILS

17-20/SF541 FOR ADDITIONAL INFORMATION.

24 PROVIDE CONCRETE SEALER ON ALL SLAB

SURFACES AS INDICATED IN GENERAL NOTE 7.1.

25 WORK SHALL INCLUDE ALL NECESSARY

ACOMMODATIONS FOR HOT AND COLD WEATHER

CONCRETE INSTALLATIONS INCLUDING, BUT NOT

LIMITED TO: CHILLED MIXING WATER, NIGHT

PLACEMENTS, EVAPORATION REDUCING MEASURES,

HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO

SPEC SECTION 033000.

26 FOR MASONRY DETAILS, REFER TO DETAILS 8, 9, AND

10/SF551.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE

CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L

D P

W Z

.r v t

/1

/2

:1

:2

A

M

SF102

LEVEL 2 PLAN - STRUCTURAL

1/9/2019 28 OF 80

ISOMETRIC VIEW

LEVEL 2

EL 727'-8"

LEVEL 3

EL 739'-0"

LEVEL 1

EL 716'-4"

LEVEL 2

EL 730'-5"

LEVEL 1

EL 719'-1"

NORTH

1/8" = 1'-0"

LEVEL 2 PLAN - STRUCTURAL

Revisions: Date:

1 AMENDMENT A00002 4/17/2019

A

2 3 4 5 6 7 8

B

C

SF301

SF301

250'-8"

45'-4" 32'-0" 32'-0" 32'-0" 32'-0" 32'-0" 45'-4"

6'

-8

'-4

'-4

737.58''

737.58''

735.98'' 734.38''

735.98'' 734.38''

SF521

SF301

SF301

B.7

A.1

1.2 1.4 1.7

A.A

7.8

'-5

8'

-4

'-0

'-9

'-7

10'-8" 9'-8" 10'-8" 14'-4" 35'-0" 10'-4"

SF401

SF411

741.75'

SF522

(3) #4 CONT

CHORD

REINF

(4) #5 CONT

CHORD

REINF

(3) #4 CONT

CHORD

REINF

TO COL EL 746.17' TO COL EL 744.56' TO COL EL 743.00' TO COL EL 743.00' TO COL EL 739.75'

TO COL EL 738.17'

TO COL

EL 739.50'

TO COL EL 739.50'TO COL EL 739.50'TO COL EL 738.83'TO COL EL 737.95'TO COL EL 737.27'TO COL EL 748.00'TO COL EL 747.33'

TO COL

EL 747.00'

TO COL

EL 747.00'

TO COL EL 742.00'

TO COL EL 735.00'

3" CIP CONCRETE TOPPING

REINFORCE WITH 6X6 W4X4 WWR

PROVIDE NOTCH IN SPANDREL

TO TOP OF WASH FOR SNOW

GATE. REFER TO ARCH FOR

GATE INFO.

CONC FILLED STEEL BOLLARDS

WELDED TO EMBED PLATE,

REFER TO DET 13/SF551, SIM.

PCC MFR TO PROVIDE EMBED

PLATE W/ LOAD CAPACITY FOR

VEHICLE IMPACT LEADING PER

SI001.

2' -0

4'

-0

2' -0

8' -0

(3) #4 CONT

CHORD

REINF

(3) #4 CONT

CHORD

REINF

(3) #4 CONT

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REINF

(3) #4 CONT

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(3) #4 CONT

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REINF

SF521

SF521

SF522

SF522

SF522

739.00'

738.75' 739.42'

738.42'

738.42'

738.25'

738.83'

738.79'

738.67'

FD

3" CIP CONCRETE TOPPING

REINFORCE WITH 6X6 W4X4 WWR

SF401

UP

DN

'-4

9'-8"

FD

SHEET NOTES:

NO SYMB NOTE

1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES,

AND TIE HOLE LOCATIONS WITH ARCHITECTURAL

DRAWINGS.2 INDICATES PLAN MATCH LINE.

3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND

SI002

4 FOR EXPLANATION OF NOTATIONS AND

ABBREVIATIONS, REFER TO GENERAL NOTES, SHEET

SI002.5 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA

LEVEL, REFER TO CIVIL

6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP

OF CONCRETE SLAB AT COLUMN CENTER LINES.

ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,

BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS,

REFER TO DETAILS 1-3/SF551.

7 FOR FLOOR ELEVATIONS BETWEEN POINTS

INDICATED, USE STRAIGHT LINE INTERPOLATION AND

SLOPE SLAB TO DRAIN.

8 FOR COLUMN DETAILS, REFER TO SHEETS SF511. ALL

COLUMNS ARE CENTERED ON GRID LINES UNLESS

NOTED.

9 FOR TYPICAL SLAB ON GRADE DETAILS REFER TO

SHEET SB501.

10 FOR PRECAST FRAMING DETAILS AND NOTES, REFER

TO SHEETS SF521, SF531, AND SF532.

11 FOR TYPICAL DOUBLE TEE PROFILE, REFER TO

DETAIL 1/SF531.

12 CAST-IN-PLACE TOPPING THICKNESS ON SUPPORTED

LEVELS SHALL BE 3 INCHES TYPICAL UNLESS NOTED

OTHERWISE.

13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT

DETAILS, REFER TO SHEET SF541.

14 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO,

REFER TO DETAIL 4/SB501, 5/SF531 AND PLUMBING

DRAWINGS.15 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER

TO MECHANICAL/PLUMBING DRAWINGS.

16 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC

COLLARS TO ELIMINATE FLOODING FROM FLOOR TO

FLOOR, REFER TO DETAIL 4/SF551.

17 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR

DRAIN AND PIPE SIZES. NO PIPING SHALL BE INSTALLED

WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS

IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE

WHERE IT COULD NOT BE HIT BY A VEHICLE OR

PEDESTRIAN.

18 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND

MECHANICAL SYSTEMS SHALL BE PROTECTED BY

STEEL PIPE GUARDS, REFER TO DETAILS 4, 5, & 6/SF551.

19 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK

CONCRETE OVER 24" OF COMPACTED STRUCTURAL

FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @ 12"

OC EACH WAY.

20 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE

HAND TOOLED, REFER TO 4 AND 5/SF541.

21 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB

SHALL BE ROUTED & SEALED, REFER TO DETAIL 11

AND 2/SF541.

22 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE

DETAILS REFER TO ELECTRICAL AND DETAIL 7/SF511

23 INDICATES DECK COATING, REFER TO DETAILS

17-20/SF541 FOR ADDITIONAL INFORMATION.

24 PROVIDE CONCRETE SEALER ON ALL SLAB

SURFACES AS INDICATED IN GENERAL NOTE 7.1.

25 WORK SHALL INCLUDE ALL NECESSARY

ACOMMODATIONS FOR HOT AND COLD WEATHER

CONCRETE INSTALLATIONS INCLUDING, BUT NOT

LIMITED TO: CHILLED MIXING WATER, NIGHT

PLACEMENTS, EVAPORATION REDUCING MEASURES,

HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO

SPEC SECTION 033000.

26 FOR MASONRY DETAILS, REFER TO DETAILS 8, 9, AND

10/SF551.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE

CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L

D P

W Z

.r v t

/1

/2

:1

:3

A

M

SF103

LEVEL 3 PLAN - STRUCTURAL

1/9/2019 29 OF 80

NORTH

1/8" = 1'-0"

LEVEL 3 PLAN - STRUCTURAL

ISOMETRIC VIEW

LEVEL 2

EL 727'-8"

LEVEL 3

EL 739'-0"

LEVEL 1

EL 716'-4"

LEVEL 2

EL 730'-5"

LEVEL 1

EL 719'-1"

±15'-6" ±15'-6"

3'-0" 6'-0" 3'-0"

SIDE ELEVATION

END ELEVATION A-A

A

A

6" WIDE X 4" HIGH

BLOCKOUT, ALIGN IN

TOP OF TEE STEM, TYP

TEE

DAPPED BRG

REFER TO DET

3/SF531

UNDAPPED BRG

REFER TO DET

2/SF531

CG PRESTRESSING

STRANDS

ADDITIONAL LAYER

OF WWF

ADDITIONAL LAYER

OF WWF

WWF

2' -7

3" F

IE

LD

T O

P P

IN

G

CIP TOPPING W/ WWF

2"

.0

AshERECTION DAP AS

REQUIRED BY PCC

BEARING PLATE

Acv

Av

Avf

ERECTION DAP AS

REQUIRED BY PCC

BEARING PLATE

Acv

Av

Avf

Avh

Ash 2"

SEALANT, REFER TO DET 4 AND 5/SF541

CIP CONC TOPPING

PC TEE FLANGE

SMOOTH BAR (STAINLESS STEEL)

NOTE:

BARS OF VARIOUS SIZES MAY BE REQD DEPENDING UPON FIELD CONDITIONS. PRE CASTER SHALL KEEP

ADEQUATE SUPPLY OF SIZES ON SITE TO FACILITATE ERECTION.

BACKER ROD

STAINLESS STEEL

SHEAR CONNECTIONS

BY PCC MFR

1/2".

1"

N O

M

3"

DRAIN

1'-0" WASH

AROUND

W A

S H

1/ 2"

PC TEE FLANGE

CONC TOPPING

(2) #4, REFER

TO DET 5/SB501

FLOOR DRAIN SYSTEM,

REFER TO MECH. SEALANT, REFER

TO DET 8 OR 9/SF541

REMOVE BACKER ROD

AFTER STRIPPING FORM

AFTER ERECTION,

REMOVE ALL WATER

FROM CAVITY & FILL

ENTIRE VOID W/

SILICONE SEALANT

TOP OF SPANDREL,

LIGHT WALL OR

COLUMN

PCC EMBEDDED

LIFTING INSERT

AFTER ERECTION,

REMOVE ALL WATER

FROM CAVITY & FILL

ENTIRE VOID W/

SILICONE SEALANT.

SET PLUG INTO

SEALANT AND

REMOVE EXCESS.

TOP OF SPANDREL,

LIGHT WALL OR

COLUMN

PCC EMBEDDED

LIFTING INSERT

AT TOP

SPANDRELS OR

LIGHT WALLS,

6" Ø MAX AT

TOP OF COL

PCC PLUG TO MATCH

SURROUNDING

EXTERIOR

FACE OF

PCC SPANDREL

2" 3/4"

3/ 4"

3/ 4"

3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE

CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L

D P

W Z

.r v t

/1

/2

:1

:3

A

M

SF531

TYPICAL PCC BEAM DETAILS -

STRUCTURAL

1/9/2019 37 OF 80

12" = 1'-0"

PCC DOUBLE TEE (FIELD TOPPED) PROFILE

3/4" = 1'-0"

PCC UNDAPPED TEE DETAIL

3/4" = 1'-0"

PCC DAPPED TEE DETAIL

3" = 1'-0"

PCC TEE JOINT DETAIL

1" = 1'-0"

FLOOR DRAIN DETAIL

3" = 1'-0"

LIFTING INSERT DETAIL

3" = 1'-0"

LIFTING INSERT DETAIL

6" = 1'-0"

DRIP DETAIL