36C24218R0071-004.pdf

A1

S101

A6

S101

B6

S101

C6

S101

D6

S101

D:PLN332-02

EXISTING EIGHT LEVEL FLOOR PLAN CONDITION SURVEY

3/32" = 1'-0"

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

A

B

C

D

E

F

A

B

C

D1

E

F

256'-4"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

2'-10"±

4"± E.J.

2'-10"±

239'-4"±17'-0"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

1'-2"± 2'-10"±

4"± E.J.

2'-10"±

5"±

7"±

7"±

7"±

S T

A I R

T

O W

E

ELEVATOR

STAIRWAY

H

I G

H

C

U R

B

STAIRWAY

H

I G

H

C

U R

B

ELEVATOR

S T

A

W

4" HIGH CURB

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

RAMP DOWN RAMP DOWN

RAMP DOWN

RAMP DOWN

PP

PP

PP

PP

CC, SP

SC

SC

SC

SC

SC

PP

SC

SC

SC

SC

SC

SC

SC

SC

SC

CH

CJS

CJS

CH

PP

SC

PP

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

PP

CRACKED

SC

E X

G

E

X P

J T

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

PP

PP

CH

CJS

CRACKED JT. HEADER & CURB

LEGEND

SPALLED CONCRETE,

SCALING CONCRETE SURFACE

CRACK

SC = SPALLING EDGES

WITH DEBONDING CAULK

NOTE: ALL CRACKS SHOWN WERE

NUMBER IS APPROXIMATE SQ. FT.

PREVIOUSLY CAULKED

SPALLED CONCRETE,

ALONG JIONTS. WIDTHS

VARIES 1" TO 12"

TYPICAL JOINTS ON CONCRETE

TOPPING

PREVIOUS PATCH

PP

CH = CRACKED CONCRETE HEADER

CJS = CRACKED JOINT SEAL

CRACKED JT. HEADER & CURB

CRACKED JT. HEADER & CURB

CRACKED JT. HEADER & CURB

E X

G

E

X P

J T

E

X G

E

X P

J T

TYP. C.J.

T Y

P

C

J

T Y

P

C

J

T Y

P

C

J

T Y

P

C

J

T Y

P

C

J

T Y

P

C

J

TYP. C.J.

TYP. C.J.

TYP. C.J.

TYP. C.J.

EXG. 6" CONC. SLAB

EXG. 6" CONC. SLAB

REMOVE & REPLACE EXG.

6" HIGH CURB AND RAMP

REMOVE & REPLACE EXG.

6" HIGH CURB AND RAMP

REMOVE EXG. 4" HIGH

CURB AND CHIMNEYS

D:FIL-01

TYPICAL LEVEL SLAB SECTION

NO SCALE

E X

G

P

O L Y

S T

Y R

E N

E

I N

S U

L A

T I O

N

E X

G

C

O N

C

T O

P P

I N

G

C

L R

T Y

P

EXG. 3/4" dia. SNOW REMOVAL SYSTEM TUBING

EXG. W.P. MEMBRANE

AND DRAINAGE MAT

EXG. STEEL WIDE FLANGE BEAM

S101 3 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c h o n e f o o t

B

A

C

D

E

F t h r e e i n c h e s e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

EIGHTH LEVEL FLOOR PLAN

July 31, 2017

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

S102

A6

S102

B6

S102

D6

S102

D:PLN332-01

EXISTING EIGHT LEVEL FLOOR PLAN

3/32" = 1'-0"

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

A

B

C

D

E

F

A

B

C

D1

E

F

256'-4"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

2'-10"±

4"±

2'-10"±

239'-4"±17'-0"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

1'-2"± 2'-10"±

4"±

2'-10"±

5"±

7"±

7"±

7"±

S T

A

W

ELEVATOR

STAIRWAY

H

I G

H

C

U R

B

STAIRWAY

H

I G

H

C

U R

B

ELEVATOR

S T

A

W

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

EXG. F.D.

RAMP DOWN RAMP DOWN

RAMP DOWN

RAMP DOWN

E X

G

E

X P

J T

E

X G

E

X P

J T

E

X G

E

X P

J T

C2

S301

C4

S301

6" CONC. SLAB

C3

S301

C3

S301

C5

S301

C6

S301

C

O

L

C5

S301

C6

S301

C

O

L

B6

S301

B5

S301

C

O

L

B6

S301

C

O

L

B5

S301

C5

S301

C6

S301

C

O

L

C5

S301

C6

S301

C

O

L

C2

S301

C2

S301

6" CONC. SLAB

B4

S301

B3

S301

B3

S301

B6

S301

C

O

L

B5

S301

B6

S301

C

O

L

B5

S301

A1

S301

A1

S301

A1

S301

A1

S301

A6

S102

B6

S102

C

O

L

E

Q U

A L

S

P A

C E

S

E

Q U

A L

S

P A

C E

S

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

D6

S102

T

Y

P

(2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES)

(2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES) (2 EQUAL SPACES)

10'-0" 9'-10" 9'-10" 10'-0"

10'-0" 9'-10" 9'-10" 10'-0"

D1

S301

C1

S301

C1

S301

E

Q U

A L

S

P A

C E

S

E

Q U

A L

S

P A

C E

S

WORK SCOPE

1. REMOVE AND DISPOSE OF EXISTING CONCRETE

TOPPING.

2. REMOVE AND DISPOSE OF EXISTING RADIANT

TUBING AND POLYSTYRENE INSULATION.

3. EXISTING MEMBRANE AND DRAINAGE MAT TO BE

REMOVED AND REPLACED.

4. CONSTRUCT NEW CONCRETE TOPPING OVER

NEW 2" POLYSTYRENE INSULATION TO MATCH

EXISTING TOPPING (SEE SECTIONS).

5. CONSTRUCT NEW CONCRETE CURBS TO MATCH

EXISTING.

C2

S201

A2

S201

C2

S202

C2

S201

A2

S201

C2

S202

REMOVE & REPLACE

EXG. FLOOR DRAIN, TYP.

REMOVE & REPLACE

EXG. FLOOR DRAIN,

TYP.

LAYOUT W.P.

B5

S302 8th FLR.

B4

S302 7th FLR.

D:DETL3406

EXG. END OF RAMP SECTION @ COLUMN

NO SCALE

E X

G

P

R E

C A

S T

P A

N E

L

F

O R

M

EXG. WIDE FLANGE BEAM

E X

C O

N C

S

L A

B

8E

1'-2"±

EXG. CONC. COLUMN

E X

G W

ID

E

F L A

N G

E B

R A

C E

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102 OPPHD.

SIM.

D:DETL3405

EXG. END OF RAMP SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

EXG. WIDE FLANGE BEAM

E X

C O

N C

S

L A

B

8E

1'-2"±

10"±

EXG. BUMPER TUBE & WALL

EXG. CONC. COLUMN BEYOND

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

3'-0"

C7

A102 OPPHD.

SIM.

CONTROL JOINT DETAIL

NO SCALE D:CJDTL

NEW CONC. TOPPING

SAWCUT or TOOL CONC. TOPPING

NEW JOINT SEALANT

S102 4 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

EIGHTH LEVEL FLOOR PLAN

SECTIONS AND DETAILS

July 31, 2017

S201

A2

S201

B1

S201

C1

S201

C2

S201

D1

S201

D:BLDGSECT

BUILDING SECTION - LOOKING SOUTH

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

256'-4"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

2'-10"±

4"±

2'-10"±

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

D:BLDGSECT

BUILDING SECTION - LOOKING SOUTH

NO SCALE

NO SCALE

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

256'-4"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

2'-10"±

4"±

2'-10"±

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

NEW TOPPING

EXG. T

OPPING

S N

O W

M E

L T

E R

T A

N K

EPS BLOCKS, SEE

A6/S302 FOR INFO.

6" REINF. CONC. WALLS,

(TYP. 4 SIDES)

8" REINF. CONC. SLAB

STEEL BEAM

B3

S302

S201 5 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

BUILDING SECTIONS

July 31, 2017

S202

A2

S202

A3

S202

A4

S202

A5

S202

A6

S202

B1

S202

B2

S202

B3

S202

B4

S202

B5

S202

B6

S202

C1

S202

D:BLDGSEC1

BUILDING SECTION - LOOKING SOUTH

NO SCALE

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

EXG. LEVEL 1

EXG. LEVEL 2

EXG. LEVEL 3

EXG. LEVEL 5

EXG. LEVEL 6

EXG. LEVEL 4

EXG. LEVEL 7

EXG. LEVEL 8

1 2 3 4 5 6 7 8E 8W 9 10 11 12 13 14

256'-4"±

17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±

2'-10"±

4"± E.J.

2'-10"±

C2

S202

D1

S202

S202 6 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

BUILDING SECTIONS

July 31, 2017

S301

A3

S301

A4

S301

A5

S301

B3

S301

B4

S301

B5

S301

B6

S301

C1

S301

C2

S301

C3

S301

C4

S301

C5

S301

C6

S301

D1

S301

D:DETL3401

EXG. FLOOR FRAMING SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

EXG. WIDE FLANGE BEAM

E X

C O

N C

S

L A

B

1'-2"±

8"±

EXG. BUMPER TUBE

EXG. CONC. COLUMN BEYOND

EXG. PRECAST PANEL

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

3'-0"

C7

A102 OPPHD.

SIM.

D:DETL3402

EXG. FLOOR FRAMING SECTION @ COLUMN

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

EXG. WIDE FLANGE BEAM

E X

C O

N C

S

L A

B

1'-2"±

EXG. CONC. COLUMN

EXG. PRECAST PANEL

E X

G W

ID

E

F L A

N G

E B

R A

C E

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102 OPPHD.

SIM.

D:DETL3403

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

1'-2"±

8"±

EXG. BUMPER TUBE

EXG. CONC. COLUMN BEYOND

EXG. PRECAST PANEL

EXG. FLOOR FRAMING SECTION

EXG. WIDE FLANGE BEAM

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

SLOPE

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

3'-0"

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102 OPPHD.

SIM.

D:DETL3404

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

1'-2"±

EXG. CONC. COLUMN

EXG. PRECAST PANEL

EXG. FLOOR FRAMING SECTION @ COLUMN

EXG. WIDE FLANGE BEAM

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102 OPPHD.

SIM.

D:DETL3407

EXG. FLOOR FRAMING SECTION @ INTERIOR COLUMN LINE

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

EXG. CONC. COLUMN BEYOND

EXG. WIDE FLANGE BEAM

EXG. BUMPER TUBE & WALL

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

10"±

10"±

EXG. BUMPER TUBE

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

SLOPE

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

3'-0"

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

3'-0"

C7

A102 SIM.

D:DETL3409

EXG. FLOOR FRAMING SECTION @ TOWER

NO SCALE

1'-9"±

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

4"±

EXG. VENEER

1'-4"±

EXG. CMU WALL

1'-2"±

EXG. C.I.P. CONC. BEAM

EXG. 8" CONC. SHEARWALL

D:DETL3409

NO SCALE

1'-9"±

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

4"±

EXG. VENEER

1'-4"±

EXG. CMU WALL

1'-2"±

EXG. C.I.P. CONC. BEAM

EXG. 8" CONC. SHEARWALL

EXG. FLR FRAMING SECT @ TOWER LANDING

E X

C O

N C

S

L A

B

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. CONC. CURB & REPLACE

INKIND w/ NEW CONCRETE CURB + RAMP

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. CONC. CURB & REPLACE

INKIND w/ NEW CONCRETE CURB + RAMP

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102

C7

A102

D:DETL3410

EXG. FLOOR FRAMING SECTION @ TOWER

NO SCALE

1'-9"±

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

4"±

EXG. VENEER

1'-4"±

EXG. CMU WALL

1'-2"±

EXG. C.I.P. CONC. BEAM

EXG. 12" CONC. SHEARWALL

D:DETL3410

EXG. FLR FRAMING SECT @ TOWER LANDING

NO SCALE

1'-9"±

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

4"±

EXG. VENEER

1'-4"±

EXG. CMU WALL

1'-2"±

EXG. C.I.P. CONC. BEAM

EXG. 12" CONC. SHEARWALL

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

E X

C O

N C

S

L A

B

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. CONC. CURB & REPLACE

INKIND w/ NEW CONCRETE CURB + RAMP

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. CONC. CURB & REPLACE

INKIND w/ NEW CONCRETE CURB + RAMP

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102

C7

A102

D:DETL3408

EXG. FLOOR FRAMING SECTION @ TOWER

NO SCALE

1'-7"±

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

2"±

EXG. VENEER

1'-4"±

EXG. CMU WALL

EXG. C.I.P. CONC. BEAM

REMOVE EXG. CONC. TOPPING &

RADIANT HEAT TUBING AND REPLACE

w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

C7

A102 SIM.

NO SCALE

CAST-IN-PLACE CONCRETE

D:NTS-CONC

CONCRETE CAST AGAINST AND EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1.

REINFORCING BARS - ASTM A615, LATEST EDITION, GRADE 60, DEFORMED.

3/4"

3"

2"

UNLESS OTHERWISE NOTED, REINFORCING SHALL HAVE THE FOLLOWING

CONCRETE COVER :

a.

b.

c.

ELEVATED SLABS AND WALLS

9.

10.

11.

12.

13.

14.

15.

TOPPING SLAB Fc = 4,000 PSI

MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (NORMAL WEIGHT) :

a.

8.

CAST-IN-PLACE CONCRETE

1.

ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI 347 "GUIDE TO FORMWORK FOR CONCRETE"

ACI DETAILING MANUAL

CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL

OF STANDARD PRACTICE"

a.

b.

c.

d.

e.

f.

g.

CONCRETE SHALL BE READY MIXED PER ASTM C94.

PORTLAND CEMENT - ASTM C150, TYPE I / III.

AGGREGATES - ASTM C33.

2.

3.

4.

5.

6.

7.

CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING

CODES AND STANDARDS.

ACI 117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS"

ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING

CONCRETE"

PREPARE DESIGN MIXES FOR EACH TYPE, AND STRENGTH OF CONCRETE BY

EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS AS SPECIFIED

IN ACI 318.

AIR ENTRAINING ADMIXTURE - ASTM C260, CERTIFIED BY MANUFACTURER TO BE

COMPATIBLE WITH OTHER REQUIRED ADMIXTURES.

PROHIBITED ADMIXTURES - CALCIUM CHLORIDE THYOCYANATES OR ADMIXTURES

CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS ARE NOT PERMITTED.

SUPPORTS FOR REINFORCEMENT SHALL BE WIRE BAR TYPE SUPPORTS COMPLYING

WITH CRSI SPECIFICATION.

UNLESS OTHERWISE SHOWN, REINFORCING BAR SPLICES ARE TO BE CLASS 'B' SPLICES.

CONSTRUCTION JOINTS PERMITTED ONLY AS APPROVED BY THE STRUCTURAL ENGINEER.

THE OWNER WILL EMPLOY A TESTING AGENCY TO PERFORM SAMPLING AND TESTING

SUBMIT TEST REPORTS.

SUBMIT CONCRETE MIX PROPORTIONS WITH SUPPORTING TEST DATA, MATERIAL

CERTIFICATIONS AND PRODUCT DATA, TO DEMONSTRATE COMPLIANCE WITH THE

REQUIREMENTS ABOVE.

1.

NO SCALE

SPECIAL INSPECTIONS & STRUCTURAL TESTING

D:NTS-SIST

SPECIAL INSPECTIONS AND

STRUCTURAL TESTING

AN INSPECTION, TESTING AND QUALITY CONTROL PROGRAM FOR THE

CONSTRUCTION PHASE OF THE PROJECT SHALL BE IMPLEMENTED AS OUTLINED

IN THE DOCUMENT ENTITLED SPECIAL INSPECTIONS AND STRUCTURAL

TESTING. THE OWNER WILL ENGAGE AN APPROVED TESTING/INSPECTION

AGENCY TO PROVIDE SPECIAL INSPECTION AND TESTING AS REQUIRED. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE SCHEDULE WITH THE

TESTING/INSPECTION AGENCY. DEFINITIONS AND REQUIREMENTS SHALL BE IN

ACCORDANCE WITH SECTION 1701 OF THE BUILDING CODE OF NEW YORK

STATE. FAILURE TO COMPLY WILL RESULT IN REMOVAL AND RECONSTRUCTION

OF ANY STRUCTURAL ELEMENTS NOT VERIFIED, TESTED OR INSPECTED.

B2

S301

D:DETL3412

EXG. FLOOR FRAMING SECTION @ EXP. JT.

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

REMOVE EXG. CONC. TOPPING

& RADIANT HEAT TUBING AND

REPLACE w/ NEW 4" CONCRETE

TOPPING

EXG. EXP. JT.

4"±

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

NEW EXP. JT.

EXG. W33x118 EXG. W33x118

STRUCTURAL STEEL

1.

COMPLY WITH THE FOLLOWING CODES AND STANDARDS:

AISC STEEL CONSTRUCTION MANUAL, ASD, 13TH EDITION.

AMERICAN WELDING SOCIETY (AWS) Dl.1 "STRUCTURAL WELDING CODE STEEL".

MATERIALS:

STRUCTURAL STEEL W SHAPES

ANGLES AND PLATES

CONNECTION BOLTS

THREADED RODS

WELDING ELECTRODES

NON-SHRINK GROUT

PRIMER PAINT

2.

3.

4.

ASTM A992, LATEST EDITION, GRADE 50

ASTM A36

ASTM A325 N (U.N.O.)

ASTM A36

E-70XX SERIES

ASTM C1107, LATEST EDITION

SEE SPECIFICATION

a.

b.

a.

b.

c.

d.

e.

f.

g.

NO SCALE

STRUCTURAL STEEL

D:NTS-STL

STRUCTURAL STEEL WORK INCLUDES ALL STRUCTURAL STEEL TO BE FURNISHED

AND ERECTED INCLUDING BEAMS, ANGLES, AND BEARING PLATES AS INDICATED

ON THE DRAWINGS.

SHOP DRAWINGS:

SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES FOR

FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES

AND DIAGRAMS.

D:DETL3413

EXG. FLOOR FRAMING SECTION @ EXP. JT.

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

REMOVE EXG. CONC. TOPPING

& RADIANT HEAT TUBING AND

REPLACE w/ NEW 4" CONCRETE

TOPPING

EXG. EXP. JT.

4"±

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT & REPLACE

w/ NEW W.P. MEMBRANE AND

DRAINAGE MAT

REMOVE EXG. 2" POLYSTYRENE

INSULATION & REPLACE w/ NEW

2" POLYSTYRENE INSULATION

NEW EXP. JT.

EXG. W33x118 EXG. W33x118

S301 7 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

REPAIR FRAMING

SECTIONS AND DETAILS

July 31, 2017

S302

A3

S302

A4

S302

A5

S302

B3

S302

B4

S302

B5

S302

C1

S302

D1

S302

B2

S302

A6

S302

B1

S302

A2

S302

D2

S302

C2

S302

C3

S302

D:PLAN316-01

PARTIAL EXISTING 8th FLOOR FRAMING PLAN

3/16" = 1'-0"

E X

G

W x

E X

G

W x

E X

G

W x

EXG. W36x210

E X

G

W x

EXG. W8x21 BRACE

E X

G

H

S S x x

E X

G

H

S S x x

E X

G

H

S S x x

EXG. HSS8x4x3/8 (+23")

A

B

C

13 14

17'-0"± 1'-2"±

7'-6

6'-10

5'-8

6'-4

W16x26

W x

W x

W16x26

W x

W x

EXG. W8x21

BRACE TO BE

REMOVED,

SHORTEN &

REINSTALLED

NEW SNOWMELTER

(TRECAN 40-SG)

LAYOUT W.P.

B3

S302

B3

S302

E X

G

W x

E X

G

H

S S x x

INFILL EXG. HOLES

w/ CONCRETE

INFILL EXG. HOLES

w/ CONCRETE

C3

S302

D:PLAN316-02

PARTIAL EXISTING 7th FLOOR FRAMING PLAN

3/16" = 1'-0"

E X

G

W x

E X

G

W x

E X

G

W x

EXG. W33x201

E X

G

W x

EXG. W8x21 BRACE

E X

G

H

S S x x

E X

G

H

S S x x

E X

G

H

S S x x

EXG. HSS8x4x3/8 (+23")

A

B

C

13 14

17'-0"± 1'-2"±

EXG. W8x21

LAYOUT W.P.

D1

S302

E X

G

W x

E X

G

H

S S x x

INFILL EXG. HOLES

w/ CONCRETE

INFILL EXG. HOLES

w/ CONCRETE

W16x36

W16x36

W16x36

EXG. 4" CURB TO REMAIN

C1

S302

D1

S302

D2

S302 D1

S302

C3

S302

T

Y

P

BOTT. FLANGE

REINF. PLATE

1" x 8" x 24'-0"

0"

NO SCALE

D:EPSNOTES

EXPANDED POLYSTYRENE NOTES

EXPANDED POLYSTYRENE NOTES

1. EXPANDED POLYSTYRENE (EPS) BLOCKS ARE TO CONFORM TO:

a. MINIMUM DENSITY

b. COMPRESSIVE STRENGTH (ASTM D1621)

c. FLEXURAL STRENGTH (ASTM C203)

d. TENSILE STRENGTH (ASTM D1623)

e. SHEAR STRENGTH (ASTM D732)

f. SHEAR MODULUS

g. MODULUS OF ELASTICITY

h. WATER ABSORPTION (ASTM C272)

i. WVT (ASTM C355)

j. COEFF. OF THERMAL EXPANSION (ASTM D696)

2. CONTRACTOR SHALL FURNISH TEST REPORT FROM THE PRODUCER

SHOWING ALL DATA REQUIRED TO INDICATE COMPLIANCE WITH ABOVE.

3. EPS BLOCKS ARE TO BE TRIMMED SQUARE AND FIT TOGETHER TIGHTLY.

...............................................................................1.50 PCF

.......................................15-21 psi

....................................................0-50 psi

...................................................18-22 psi

........................................................26-32 psi

.............................................................................460-500 psi

...............................................................320-360 psi

.........................LESS THAN 2% BY VOL.

....................................................................1.1-2.8 PERM. IN.

...............................0.000035

D:SEC1202

FRAMING SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

EXG. CONC. TOPPING

EXG. 2" POLYSTYRENE INSULATION

EXG. W.P. MEMBRANE

AND DRAINAGE MAT

EPS BLOCK, SEE

A6/S302 FOR INFO.

C L R

6"

V I F

#6 @ 12"o.c., E.W.

#4 VERT. L-Bars @ 12"o.c.

#4 HORIZ. @ 12"o.c.

SNOWMELTER TANK

EXG. 4" CONC. CURB

CONT. KEYWAY 1"deep x 3"wide

D:SEC1201

FRAMING SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

EXG. CONC. TOPPING

EXG. 2" POLYSTYRENE INSULATION

EXG. W.P. MEMBRANE

AND DRAINAGE MAT

EPS BLOCK, SEE

A6/S302 FOR INFO.

C L R

6"

V I F

#6 @ 12"o.c., E.W.

#4 VERT. L-Bars @ 12"o.c.

#4 HORIZ. @ 12"o.c.

SNOWMELTER TANK

CONT. KEYWAY 1"deep x 3"wide

D:DETL3414

BEAM REINF. FRAMING SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

EXG. W18x40

E X

C O

N C

S

L A

B

1'-2"±

8"±

EXG. BUMPER TUBE

EXG. PRECAST PANEL

EXG. 2" POLYSTYRENE

INSULATION

SLOPE

REMOVE EXG. CONC. TOPPING

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT

EQ. EQ.

5/16 3@12

5/16 3@12 18" @ EA. END

& ACROSS BACK

NEW REINF. PLATE 1" x 8" x 24'-0"

DETL1502

FILIGREE SLAB BEARING DETAIL

NO SCALE

NEW STEEL W-BEAM, SEE

FRAMING PLAN FOR SIZE

EXG. FILIGREE SLAB

DRY PACK TO

FULL BEARING

M

A X

D:DETL3415

BEAM REINF. FRAMING SECTION

NO SCALE

E X

P

R E

C A

S T

P A

N E

L

F

O R

M

E X

C O

N C

S

L A

B

EXG. 2" POLYSTYRENE

INSULATION

REMOVE EXG. CONC. TOPPING

REMOVE EXG. W.P. MEMBRANE

AND DRAINAGE MAT

1/4

6"10"

MAX.

1"

NEW 1/2" SHEAR TAB

NEW W16, SEE PLAN

C2

S302

EXG. W-BEAM,

SEE PLAN

(6) NEW 3/4" dia. A325 BOLTS

DETL1501

FILIGREE SLAB BRG DETAIL@ OPENING

NO SCALE

NEW STEEL W-BEAM, SEE

FRAMING PLAN FOR SIZE

DRY PACK TO

FULL BEARING

M

A X

E X

P A

N E

L

F

O R

M

E X

P A

N E

L

F

O R

M

REMOVE EXG. 2" POLYSTYRENE INSULATION &

REPLACE w/ NEW 2" POLYSTYRENE INSULATION

REMOVE EXG. CONC. TOPPING & RADIANT HEAT

TUBING AND REPLACE w/ NEW 4" CONCRETE TOPPING

REMOVE EXG. W.P. MEMBRANE AND

DRAINAGE MAT & REPLACE w/ NEW

W.P. MEMBRANE AND DRAINAGE MAT

6"

CONT. L 2x2x3/16 (GALV.) w/

1/8" STRAP ANCHORS @ 24"o.c.

CONT. L 3x3x1/4 (GALV.) w/

1/8" STRAP ANCHORS @ 24"o.c.

C O

O R

D w

S N

O W

M E

L T

E R

S U

P P

L I E

R

1"

2"

1"

2"

4"

S302 8 22J.Kaplan sdb

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

1 2 3 4 5 6

87 9

F

E

D

C

B

A

97 8654321

528A7-16-719 www. ramtechengineers.com

RAM-TECH

RAM-TECH Engineers

Syracuse, NY Buffalo, NY Philadelphia, PA

E N G I N E E R S phone: 315-463-7716 fax: 315-463-7758 of Syracuse, P.C.

REPAIR GARAGE 8th

FLOOR AND DRAINS

JPSEP # 2-17007.00

JOHN P. STOPEN

ENGINEERING, LLP

P.O. BOX 29, SUITE 400

SYRACUSE, NEW YORK 13201

450 SOUTH SALINA STREET

(315) 472-5238 FAX (315) 472-8430

Office of

Facilities

Management

V.A. MEDICAL CENTER

SYRACUSE, NY

450 SOUTH SALINA STREET

SUITE 500 PO BOX 29

SYRACUSE, NY 13201-0029

SNOWMELTING UNIT, PIT

FRAMING, SECTIONS AND

DETAILS

July 31, 2017