308 east green street revit project book
TRANSCRIPT
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Exte
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ersp
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ende
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12" = 1'-0"1 Exterior Perspective
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raw
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'-0"
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3D V
iew
1
12" = 1'-0"1 3D Render 1 Copy 1
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raw
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G.1
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3D V
iew
2
12" = 1'-0"1 3D Render 2
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Site
Pla
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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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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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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
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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
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Dat
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3/6/
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1:0
6:11
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1/1
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A.1
03
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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
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3/6/
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1:0
6:13
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1/1
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A.1
04
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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
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1:0
6:17
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1/1
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308
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A.1
05a
Pro
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Fift
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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
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Dat
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3/6/
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1:0
6:20
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1/1
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"
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A.1
05b
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Fift
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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"
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Dat
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3/6/
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1:0
6:22
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1/8
" =
1 '-0
"
308
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A.2
01
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Enl
arge
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"
5th Floor Slab43' - 10"
Penthouse Parapet259' - 0"
Foundation WallBottom
-5' - 7 15/16"
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
9th Floor Slab115' - 10"
10th Floor Slab133' - 10"
11th Floor Slab151' - 10"
12th Floor Slab169' - 10"
13th Floor Slab187' - 10"
14th Floor Slab205' - 10"
15th Floor Slab223' - 10"
Roof Slab243' - 10"
Penthouse Decking257' - 10"
5th Floor SlabIntermediate
52' - 4"
Sca
le:
Pro
ject
:
Dat
e:
Dra
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Che
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:
3/6/
2016
1:0
8:30
PM
1/3
2" =
1'-0
"
308
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A.3
01
Pro
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Sou
th E
leva
tion
1/32" = 1'-0"1 South
1st Floor Slab0' - 0"
2nd Floor Slab14' - 8"
T.O. Footing-5' - 0"
B.O. Footing-6' - 0"
A C D E E.6 F G H H.8 J KB.2
3rd Floor Slab23' - 6"
4th Floor Slab32' - 4"
5th Floor Slab43' - 10"
B
Penthouse Parapet259' - 0"
Foundation WallBottom
-5' - 7 15/16"
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
9th Floor Slab115' - 10"
10th Floor Slab133' - 10"
11th Floor Slab151' - 10"
12th Floor Slab169' - 10"
13th Floor Slab187' - 10"
14th Floor Slab205' - 10"
15th Floor Slab223' - 10"
Roof Slab243' - 10"
Penthouse Decking257' - 10"
5th Floor SlabIntermediate
52' - 4"
Sca
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Pro
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:
Dat
e:
Dra
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:
3/6/
2016
1:0
9:11
PM
1/3
2" =
1'-0
"
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A.3
02
Pro
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Eas
t Ele
vatio
n
1/32" = 1'-0"1 East
2nd Floor Slab14' - 8"
A C D E E.6 F G H H.8 J KB.2
3rd Floor Slab23' - 6"
4th Floor Slab32' - 4"
5th Floor Slab43' - 10"
B
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
5th Floor SlabIntermediate
52' - 4"
1
A.503
2nd Floor Slab14' - 8"
1 2 2.2 3 3.3 4 5 6 6.5 7 8 9 10 10.3 10.8 11 12
3rd Floor Slab23' - 6"
4th Floor Slab32' - 4"
5th Floor Slab43' - 10"
1
A.501
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
5th Floor SlabIntermediate
52' - 4"
1
A.502
Sca
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Pro
ject
:
Dat
e:
Dra
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Che
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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
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4
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Enl
arge
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
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
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
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
1
A.502
Sca
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Pro
ject
:
Dat
e:
Dra
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Che
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:
3/6/
2016
1:0
9:59
PM
1/1
6" =
1'-0
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308
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A.4
02
Pro
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4
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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
1st Floor Slab0' - 0"
2nd Floor Slab14' - 8"
T.O. Footing-5' - 0"
B.O. Footing-6' - 0"
A C D E E.6 F G H H.8 J KB.2
3rd Floor Slab23' - 6"
4th Floor Slab32' - 4"
5th Floor Slab43' - 10"
B
Penthouse Parapet259' - 0"
Foundation WallBottom
-5' - 7 15/16"
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
9th Floor Slab115' - 10"
10th Floor Slab133' - 10"
11th Floor Slab151' - 10"
12th Floor Slab169' - 10"
13th Floor Slab187' - 10"
14th Floor Slab205' - 10"
15th Floor Slab223' - 10"
Roof Slab243' - 10"
Penthouse Decking257' - 10"
5th Floor SlabIntermediate
52' - 4"
Sca
le:
Pro
ject
:
Dat
e:
Dra
wn:
Che
cked
:
3/6/
2016
1:1
0:01
PM
1/3
2" =
1'-0
"
308
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A.5
01
Pro
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4
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Sec
tion
1
1/32" = 1'-0"1 Section 1
1st Floor Slab0' - 0"
2nd Floor Slab14' - 8"
T.O. Footing-5' - 0"
B.O. Footing-6' - 0"
ACDEE.6FGHH.8JK B.2
3rd Floor Slab23' - 6"
4th Floor Slab32' - 4"
5th Floor Slab43' - 10"
B
Foundation WallBottom
-5' - 7 15/16"
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
9th Floor Slab115' - 10"
10th Floor Slab133' - 10"
11th Floor Slab151' - 10"
12th Floor Slab169' - 10"
13th Floor Slab187' - 10"
14th Floor Slab205' - 10"
15th Floor Slab223' - 10"
Roof Slab243' - 10"
5th Floor SlabIntermediate
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
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A.5
02
Pro
ject
4
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Ea s
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Sec
tion
2
1/32" = 1'-0"1 Section 2
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"
5th Floor Slab43' - 10"
Penthouse Parapet259' - 0"
Foundation WallBottom
-5' - 7 15/16"
5th Floor SlabCourtyard
43' - 0"
6th Floor Slab61' - 10"
7th Floor Slab79' - 10"
8th Floor Slab97' - 10"
9th Floor Slab115' - 10"
10th Floor Slab133' - 10"
11th Floor Slab151' - 10"
12th Floor Slab169' - 10"
13th Floor Slab187' - 10"
14th Floor Slab205' - 10"
15th Floor Slab223' - 10"
Roof Slab243' - 10"
Penthouse Decking257' - 10"
5th Floor SlabIntermediate
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
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A.5
03
Pro
ject
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Sec
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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
6" METAL STUD @ 16"O.C.
(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
.
7 1/2" HORIZONTAL SECTION
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
.
9 3/4" HORIZONTAL SECTION
6" METAL STUD @ 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
.
9 3/4" HORIZONTAL SECTION
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
.
10 1/2" HORIZONTAL SECTION
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
9 3/4" VERTICAL SECTION
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
10 1/4" VERTICAL SECTION
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
4 3/4" HORIZONTAL SECTION
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
4 3/4" HORIZONTAL SECTION
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)
8 1/2" HORIZONTAL SECTION
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
:
Dat
e:
Dra
wn
By:
Che
cked
By:
Sca
le:
1"
= 1'
-0"
3/6/
2016
1:1
0:13
PM
RE
BE
CC
A B
RO
UK
THO
MA
SM
CC
OR
MIC
K
A.9
02
308
Eas
t Gre
enS
tree
tT
HO
MA
S M
CC
OR
MIC
K
Pro
ject
2
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
.
6" METAL STUD @ 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
e:
Dra
wn
By:
Che
cked
By:
Sca
le:
1"
= 1'
-0"
3/6/
2016
1:1
0:14
PM
Reb
ecc a
Bro
uk
THO
MA
SM
CC
OR
MIC
K
A.9
03
308
Eas
t Gre
enS
tree
tT
HO
MA
S M
CC
OR
MIC
K
Pro
ject
2
1" = 1'-0"1 K4
1" = 1'-0"2 N1
1" = 1'-0"3 N2