308 east green street revit project book

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e:

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12:

56:4

4 PM

12"

= 1

'-0"

3 08

East

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G.1

0 0

Proj

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5.0 5

.15

Thom

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Bro

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3 08

E ast

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Exte

rior P

ersp

ectiv

e R

ende

ring

12" = 1'-0"1 Exterior Perspective

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12:

57:1

1 PM

12"

= 1

'-0"

3 08

East

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G.1

0 2

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Thom

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Bro

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3 08

E ast

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3D V

iew

1

12" = 1'-0"1 3D Render 1 Copy 1

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e :D

raw

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:

5/5/

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12:

57:1

4 PM

12"

= 1

'-0"

3 08

East

Gre

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G.1

0 3

Proj

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5.0 5

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Thom

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Bro

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3 08

E ast

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3D V

iew

2

12" = 1'-0"1 3D Render 2

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3/6/

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1:0

6:02

PM

308

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A.0

01

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Site

Pla

n

1 Site Plan

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2B

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:

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3/6/

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1:0

6:03

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1/1

6" =

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"

308

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A.1

00

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Ea s

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Fou

ndat

ion

Pla

n

1/16" = 1'-0"1 Foundation

UP

UP

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2

16' - 3 1/8" 16' - 3 3/8" 8' - 11 5/8"8' - 7 3/8" 16' - 7 5/8"1' - 2 3/8" 17' - 7" 8' - 11 5/8"8' - 10 3/8" 18' - 0" 3' - 0" 14' - 5" 5' - 9" 7' - 6" 4' - 2" 16' - 0"

B

8' -

4 1

/8"

5' -

7 7

/8"

21' -

10

1/8"

7' -

5"

10' -

5"

6' -

10"

10' -

9"

17' -

7"

20' -

8"

6' -

0"

1' -

6"

20' -

2"

E2

E2

E2

D

EE

D

D K

ED

E

E

E2

D

D5

F3D5

D5D5

DE

AA2

A

D5

B2

D5

A2D5

D5A2

A2D5

D

DD

D

DD

D

D5

D

D5A2

A2

D5

A2

C1

B2F3

B2

KF3

E2

E2

C1

C1

C1

A

B2

B2F

A1

F

K

F

K

F

A1

F

K

B2

FA2

K

A2

C1

C1

A

A2

A2

E

E2

D5

F3F3

F3

D5 F3

K

A2

C1

C1

C1

A2

D5D5E2

K

B2

D

1

A.501

1

A.502

1

A.503

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le:

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ject

:

Dat

e:

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:

3/6/

2016

1:0

6:06

PM

1/1

6" =

1'-0

"

308

Eas

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A.1

01

Pro

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4

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308

Ea s

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t

Firs

t Flo

or P

lan

1/16" = 1'-0"1 1st Floor Slab

DNUP

DN

UP

UP

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2

B

1

A.501

1

A.502

1

A.503

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ject

:

Dat

e:

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:

3/6/

2016

1:0

6:09

PM

1/1

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1'-0

"

308

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A.1

02

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4

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308

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Sec

ond

Flo

or P

lan

1/16" = 1'-0"1 2nd Floor Slab

DNUP

DN

DN

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2B

1

A.501

1

A.502

1

A.503

Sca

le:

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ject

:

Dat

e:

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:

3/6/

2016

1:0

6:11

PM

1/1

6" =

1'-0

"

308

Eas

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A.1

03

Pro

ject

4

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308

Ea s

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t

Thi

rd F

loor

Pla

n

1/16" = 1'-0"1 3rd Floor Slab

DN

UP

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2B

1

A.501

1

A.502

1

A.503

Sca

le:

Pro

ject

:

Dat

e:

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:

3/6/

2016

1:0

6:13

PM

1/1

6" =

1'-0

"

308

Eas

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A.1

04

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4

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308

Ea s

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t

Fou

rth

Flo

or P

lan

1/16" = 1'-0"1 4th Floor Slab

DNUP

UP

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2B

1

A.501

A.2011

A.2013

1

A.502

1

A.503

Sca

le:

Pro

ject

:

Dat

e:

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:

3/6/

2016

1:0

6:17

PM

1/1

6" =

1'-0

"

308

Eas

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t

A.1

05a

Pro

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t

Fift

h F

loor

Pla

n

1/16" = 1'-0"1 5th Floor Slab

DN

UP

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9

A

C

D

E

E.6

F

G

H

H.8

J

K

10 10.3 10.8 11 12

B.2B

1

A.501

A.2012

A.2014

1

A.502

1

A.503

Sca

le:

Pro

ject

:

Dat

e:

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:

3/6/

2016

1:0

6:20

PM

1/1

6" =

1'-0

"

308

Eas

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A.1

05b

Pro

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4

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Fift

h F

loor

Inte

rmed

iate

Pla

n

2 2.2 3 3.3

C

D

2' - 8"

11' - 0 25/32"

2' - 11 1/8"6' - 0"2' - 8"2' - 8"

7' - 9 7/8"7' - 6 1/2" 18' - 5 15/16"

1

A.502

2 2.2 3 3.3

C

D

7' - 6 3/16" 8' - 10 3/8" 3' - 6 3/32"

2' -

10"

7' - 6 3/16" 8' - 1 29/32"

1

A.502

2.2 3 3.3 4 5

A

B.2

B

0' - 0 5/8" 11' - 0 25/32"

18' - 1 5/16" 7' - 9 7/8" 9' - 0 3/16"

3' -

5 3

/8"

11' -

3 7

/32"

2.2 3 3.3 4 5

A

B

12' - 11 5/32" 7' - 4 15/16"

7' - 4 15/16"8' - 10 3/8"

3' -

7 3

/8"

Sca

le:

Pro

ject

:

Dat

e:

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:

3/6/

2016

1:0

6:22

PM

1/8

" =

1 '-0

"

308

Eas

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A.2

01

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4

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308

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Enl

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d P

lan

Uni

ts A

and

B

1/8" = 1'-0"1 Typical Unit A

1/8" = 1'-0"2 Typical Unit A Intermediate

1/8" = 1'-0"3 Typical Unit B

1/8" = 1'-0"4 Typical Unit B Intermediate

1st Floor Slab0' - 0"

2nd Floor Slab14' - 8"

T.O. Footing-5' - 0"

B.O. Footing-6' - 0"

1 2 2.2 3 3.3 45 6 6.5 7 8 9 10 10.3 10.811 12

3rd Floor Slab23' - 6"

4th Floor Slab32' - 4"


Penthouse Parapet259' - 0"

Foundation WallBottom

-5' - 7 15/16"

5th Floor SlabCourtyard

43' - 0"











Roof Slab243' - 10"

Penthouse Decking257' - 10"

5th Floor SlabIntermediate

52' - 4"

Sca

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:

Dat

e:

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:

3/6/

2016

1:0

8:30

PM

1/3

2" =

1'-0

"

308

Eas

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A.3

01

Pro

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4

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308

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Sou

th E

leva

tion

1/32" = 1'-0"1 South





A C D E E.6 F G H H.8 J KB.2




B



-5' - 7 15/16"


43' - 0"











Roof Slab243' - 10"



52' - 4"

Sca

le:

Pro

ject

:

Dat

e:

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Che

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:

3/6/

2016

1:0

9:11

PM

1/3

2" =

1'-0

"

308

Eas

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A.3

02

Pro

ject

4

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308

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Eas

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vatio

n

1/32" = 1'-0"1 East






B


43' - 0"



52' - 4"

1

A.503


1 2 2.2 3 3.3 4 5 6 6.5 7 8 9 10 10.3 10.8 11 12




1

A.501


43' - 0"



52' - 4"

1

A.502

Sca

le:

Pro

ject

:

Dat

e:

Dra

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:

3/6/

2016

1:0

9:34

PM

1/1

6" =

1'-0

"

308

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A.4

01

Pro

ject

4

5.05

.15

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Bro

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308

Ea s

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t

Enl

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d E

leva

tion

Flo

ors

2-5

1/16" = 1'-0"1 East Floors 2-5

1/16" = 1'-0"2 South Floors 2-5

A C D E E.6 F G H H.8 J KB.2B




1

A.503

1 2 2.2 3 3.3 4 5 6 6.5 7 8 9 10 10.3 10.8 11 12

1

A.501




1

A.502

Sca

le:

Pro

ject

:

Dat

e:

Dra

wn:

Che

cked

:

3/6/

2016

1:0

9:59

PM

1/1

6" =

1'-0

"

308

Eas

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A.4

02

Pro

ject

4

5.05

.15

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308

Ea s

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Enl

arge

d E

leva

tion

Flo

ors

6-7

1/16" = 1'-0"1 East Floors 6-7

1/16" = 1'-0"2 South Floors 6-7









B



-5' - 7 15/16"


43' - 0"











Roof Slab243' - 10"



52' - 4"

Sca

le:

Pro

ject

:

Dat

e:

Dra

wn:

Che

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:

3/6/

2016

1:1

0:01

PM

1/3

2" =

1'-0

"

308

Eas

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tre e

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A.5

01

Pro

ject

4

5.05

.15

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Bro

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308

Ea s

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tree

t

Sec

tion

1

1/32" = 1'-0"1 Section 1





ACDEE.6FGHH.8JK B.2




B


-5' - 7 15/16"


43' - 0"











Roof Slab243' - 10"


52' - 4"

Sca

le:

Pro

ject

:

Dat

e:

Dra

wn:

Che

cked

:

3/6/

2016

1:1

0:06

PM

1/3

2" =

1'-0

"

308

Eas

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tre e

t

A.5

02

Pro

ject

4

5.05

.15

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Bro

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308

Ea s

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tree

t

Sec

tion

2

1/32" = 1'-0"1 Section 2




1 2 2.2 3 3.3 45 6 6.5 7 8 9 10 10.3 10.811 12






-5' - 7 15/16"


43' - 0"











Roof Slab243' - 10"



52' - 4"

Sca

le:

Pro

ject

:

Dat

e:

Dra

wn:

Che

cked

:

3/6/

2016

1:1

0:09

PM

1/3

2" =

1'-0

"

308

Eas

t Gre

e n S

tre e

t

A.5

03

Pro

ject

4

5.05

.15

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Mc C

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Bro

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308

Ea s

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t

Sec

tion

3

1/32" = 1'-0"1 Section 3

3 5/8" METAL STUD @ 16"O.C.

3" BATT INSULATION INWALLS

(1) LAYER 5/8" GYPSUMBOARD EACH SIDE16

" O

.C.

5" TYPICAL U.N.O. HORIZONTAL SECTION

16"

O.C

.

7 1/4" TYPICAL U.N.O. HORIZONTAL SECTION

6" METAL STUD @ 16"O.C.

(1) LAYER 5/8" GYPSUMBOARD EACH SIDE

24"

O.C

.

5" HORIZONTAL SECTION

3 5/8" METAL STUD @ 24"O.C.3" MIN. BATT INSULATION INSHAFT WALLS ADJACENT TOUNITS

(1) 1/2" RC ONE SIDE @ 24" O.C.SCREW AT STUDS

(1) LAYER 3/4" GYPSUMBOARD

(1) LAYER 3/4" GYPSUM BOARD

16"

O.C

.

8 1/2" HORIZONTAL SECTION

6" METAL STUD @ 16"O.C

(2) LAYERS 5/8" GYPSUMBOARD EACH SIDE

3" MIN. BATT INSULATION INSHAFT WALLS ADJACENT TOUNITS

16"

O.C

.

8" HORIZONTAL SECTION


(1) LAYER 1/2" GYPSUMBOARD

5" MIN. BATT INSULATION INSHAFT WALLS ADJACENT TOUNITS

(2) LAYERS 1/2'' GYPSUMBOARD

(1) 1/2" RC ONE SIDE @ 24"O.C. SCREW AT STUDS

24"

O.C

.


6" METALSTUD @ 24"O.C.

(1) LAYER 5/8"GYPSUM BOARDSCREW-ATT TOSTUDS*

3" MIN. BATTINSULATION INSHAFT WALLSADJACENT TO UNITS

(1) LAYER 5/8"GYPSUM BOARDSCREW-ATT TOCHAN

RC-1 CHAN ONE SIDE24" O.C. SCREW-ATTTO STUDS

24"

O.C

.



(1) LAYER 5/8" GYPSUMBOARD SCREW-ATT TOSTUDS*

3 1/2" MIN. BATT INSULATION

(1) LAYER 5/8" GYPSUMBOARD CORRIDOR SIDE

RC-1 CHAN ONE SIDE 24" O.C.SCREW-ATT TO STUDS

16"

O.C

.


6" METAL STUD @ 16" O.C.

(1) LAYER 5/8" GYPSUMBOARD ON UNIT SIDE

3 1/2" MIN. BATTINSULATION

(1) LAYER 5/8" GYPSUMBOARD CORRIDOR SIDE

RC-1 CHAN ONE SIDE24" O.C. SCREW-ATT TOSTUDS

16"

O.C

.


6" METAL STUD @16" O.C.

(2) LAYERS5/8" GYPSUMBOARD ONUNIT SIDE

3 1/2" MIN. BATTINSULATION

(2) LAYERS 5/8"GYPSUM BOARDCORRIDOR SIDE

Pro

ject

:

Dat

e:

Dra

wn

By:

Che

cked

By:

Sca

le:

1"

= 1'

-0"

3/6/

2016

1:1

0:11

PM

RE

BE

CC

A B

RO

UK

THO

MA

SM

CC

OR

MIC

K

A.9

01

308

Eas

t Gre

enS

tree

tT

HO

MA

S M

CC

OR

MIC

K

PR

OJE

CT

2

1" = 1'-0"1 A

1" = 1'-0"2 A4

1" = 1'-0"3 B2

1" = 1'-0"4 B3

1" = 1'-0"5 B4

1" = 1'-0"6 C1

1" = 1'-0"7 C3

1" = 1'-0"8 C4

1" = 1'-0"9 C5

7 5/8" VERTICAL SECTION

8" CMU TYPE D BLOCK, 2 HR

3/8" MORTAR JOINT


8" CMU TYPE D BLOCK, 2 HR

3/8" MORTAR JOINT

2"X3" STUDS, 1 SIDE ONLY

2" SPRAY FOAM AT ALL BETWEENTEMPERED AND UNTEMPERED LOCATIONS, R-13

(1) LAYER OF 5/8" GYP BD.*

9" VERTICAL SECTION

8" CMU SPLIT FACE BLOCK, 2 HR

3/8" MORTAR JOINT

3" SEMI-RIGID MINERALWOOL BOARD INSULATION


8" CMU SPLIT FACEBLOCK, 2 HR

3/8" MORTAR JOINT

(1) LAYER OF 5/8"DENSGLASS ONINTERIOR SIDE & 2"SPRAY FOAM (R-14).

2"X2" STUDS ONINTERIOR SIDE


GALV STEEL 'C-H' STUDS2 1/2" DEEP @24" O.C.

1" GYPSUM WALLBOARD LINER PANEL

3" MIN. BATT INSULATION IN SHAFTWALLS ADJACENT TO UNITS

2 LAYERS OF 5/8" GYPSUM BOARD


GALV STEEL 'C-H' STUDS2 1/2" DEEP @24" O.C.

1" GYPSUM WALLBOARDLINER PANEL3" MIN. BATT INSULATION INSHAFTWALLS ADJACENT TO UNITS2 LAYERS OF 5/8" GYPSUMBOARD1 LAYER OF 5/8"GYPSUM BOARD(INTERIOR OF STAIRWELL)


3 1/2" MTL SDS @12" O.C. MIN25 GAUGE STD

2 LAYERS OF 5/8" GYPSUM BOARD

12"

O.C

.

1/2" HAT CHANNELSCONTINUOUS VAPOR BARRIER

2" INSULATED METAL PANEL

16"

O.C

.8"

O.C

.

VARIES, SEE PLAN HORIZONTAL SECTION

(1) LAYER 5/8"GYPSUM BOARDEACH SIDE

4" MIN BATT INSULATION

3 5/8" METAL STUD@ 16" O.C.

1'-0" VERTICAL SECTION

12" CONCRETEFOR PAINT-SEE STRUCTDWGS

ELASTOMERICCOATINGAT EXTERIORLOCATIONS

Pro

ject

:

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e:

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By:

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1"

= 1'

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3/6/

2016

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1" = 1'-0"1 D

1" = 1'-0"2 D5

1" = 1'-0"3 E

1" = 1'-0"4 E2

1" = 1'-0"5 F 1" = 1'-0"

6 F3

1" = 1'-0"7 G3

1" = 1'-0"8 H

1" = 1'-0"9 K

VARIES VERTICAL SECTION

2"X 3" METAL STUDS, 24" O.C.

12" CONCRETE FOR PAINT- SEESTRUCT DWGS

3" SPRAY FOAM @EXTERIOR WALLS ANDBETWEEN TEMPERED ANDUNTEMPERED SPACESONLY.(1) LAYER OF 5/8" GYP BD

ELASTOMERIC COATING ATEXTERIOR LOCATIONS

9 1/4 HORIZONTAL SECTION

24"

O.C

.

6" METAL STUD @24" O.C.

4"MINERAL FIBERINSULATION (R-15 MAX)TO EXTEND 6" ABOVEUPTURN BEAMS

5/8" DENSGLASSEXT. SHEATHING

1/2" AIR SPACE

2" INSULATEDMETAL PANEL(R-14)

9 3/4 HORIZONTAL SECTION

24"

O.C

.


4"MINERAL FIBERINSULATION (R-15 MAX)TO EXTEND 6" ABOVEUPTURN BEAMS

5/8" DENSGLASS EXT.SHEATHING

1/2" AIR SPACE

2" INSULATED METALPANEL (R-14)

5/8" GYP. BD.

CONT. VAPORBARRIER (6 MIL)

FLUID APPLIED AIRBARRIER

Pro

ject

:

Dat

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By:

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By:

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le:

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3/6/

2016

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1" = 1'-0"1 K4

1" = 1'-0"2 N1

1" = 1'-0"3 N2

308 east green street revit project book

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