The document contains architectural drawings for a multi-story building located at 308 East Green Street including site plans, floor plans, elevations, and section drawings. It includes layouts for the foundation, five stories of floors, and roof with technical specifications like dimensions and material notes. The drawings were created by Thomas McCormick and checked by Rebecca Brouk for Project 4 at 308 East Green Street.

1. Scale:
Project:
Date:
Drawn:
Checked:
5/5/201512:56:44PM
12"=1'-0"
308EastGreenStreet
G.100
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
ExteriorPerspectiveRendering
12" = 1'-0"
1
Exterior Perspective

2. Scale:
Project:
Date:
Drawn:
Checked:
5/5/201512:57:11PM
12"=1'-0"
308EastGreenStreet
G.102
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
3DView1
12" = 1'-0"
1
3D Render 1 Copy 1

3. Scale:
Project:
Date:
Drawn:
Checked:
5/5/201512:57:14PM
12"=1'-0"
308EastGreenStreet
G.103
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
3DView2
12" = 1'-0"
1
3D Render 2

4. Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:02PM
308EastGreenStreet
A.001
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
SitePlan
1
Site Plan

5. 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
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:03PM
1/16"=1'-0"
308EastGreenStreet
A.100
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
FoundationPlan
1/16" = 1'-0"
1
Foundation

6. 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'-41/8"5'-77/8"21'-101/8"7'-5"10'-5"6'-10"10'-9"17'-7"20'-8"6'-0"1'-6"20'-2"
E2
E2
E2
D
E
E
D
D K
E
D
E
E
E2
D
D5
F3D5
D5
D5
D
E
A
A2
A
D5
B2
D5
A2
D5
D5
A2
A2
D5
D
D
D
D
DD
D
D5
D
D5
A2
A2
D5
A2
C1
B2
F3
B2
K
F3
E2
E2
C1
C1
C1
A
B2
B2
F
A1
F
K
F
K
F
A1
F
K
B2
F
A2
K
A2
C1
C1
A
A2
A2
E
E2
D5
F3
F3
F3
D5 F3
K
A2
C1
C1
C1
A2
D5D5
E2
K
B2
D
1
A.501
1
A.502
1
A.503
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:06PM
1/16"=1'-0"
308EastGreenStreet
A.101
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
FirstFloorPlan
1/16" = 1'-0"
1
1st Floor Slab

7. DN
UP
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
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:09PM
1/16"=1'-0"
308EastGreenStreet
A.102
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
SecondFloorPlan
1/16" = 1'-0"
1
2nd Floor Slab

8. 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.2
B
1
A.501
1
A.502
1
A.503
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:11PM
1/16"=1'-0"
308EastGreenStreet
A.103
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
ThirdFloorPlan
1/16" = 1'-0"
1
3rd Floor Slab

9. 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.2
B
1
A.501
1
A.502
1
A.503
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:13PM
1/16"=1'-0"
308EastGreenStreet
A.104
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
FourthFloorPlan
1/16" = 1'-0"
1
4th Floor Slab

10. 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
A.201
1
A.201
3
1
A.502
1
A.503
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:17PM
1/16"=1'-0"
308EastGreenStreet
A.105a
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
FifthFloorPlan
1/16" = 1'-0"
1
5th Floor Slab

11. 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.2
B
1
A.501
A.201
2
A.201
4
1
A.502
1
A.503
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:20PM
1/16"=1'-0"
308EastGreenStreet
A.105b
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
FifthFloorIntermediatePlan

12. 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'-53/8"11'-37/32"
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'-73/8"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:06:22PM
1/8"=1'-0"
308EastGreenStreet
A.201
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
EnlargedPlanUnitsAandB
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

13. 1st Floor Slab
0' - 0"
2nd Floor Slab
14' - 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 Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
Penthouse Parapet
259' - 0"
Foundation Wall
Bottom
-5' - 7 15/16"
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
9th Floor Slab
115' - 10"
10th Floor Slab
133' - 10"
11th Floor Slab
151' - 10"
12th Floor Slab
169' - 10"
13th Floor Slab
187' - 10"
14th Floor Slab
205' - 10"
15th Floor Slab
223' - 10"
Roof Slab
243' - 10"
Penthouse Decking
257' - 10"
5th Floor Slab
Intermediate
52' - 4"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:08:30PM
1/32"=1'-0"
308EastGreenStreet
A.301
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
SouthElevation
1/32" = 1'-0"
1
South

14. 1st Floor Slab
0' - 0"
2nd Floor Slab
14' - 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 Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
B
Penthouse Parapet
259' - 0"
Foundation Wall
Bottom
-5' - 7 15/16"
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
9th Floor Slab
115' - 10"
10th Floor Slab
133' - 10"
11th Floor Slab
151' - 10"
12th Floor Slab
169' - 10"
13th Floor Slab
187' - 10"
14th Floor Slab
205' - 10"
15th Floor Slab
223' - 10"
Roof Slab
243' - 10"
Penthouse Decking
257' - 10"
5th Floor Slab
Intermediate
52' - 4"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:09:11PM
1/32"=1'-0"
308EastGreenStreet
A.302
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
EastElevation
1/32" = 1'-0"
1
East

15. 2nd Floor Slab
14' - 8"
A C D E E.6 F G H H.8 J KB.2
3rd Floor Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
B
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
5th Floor Slab
Intermediate
52' - 4"
1
A.503
2nd Floor Slab
14' - 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 Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
1
A.501
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
5th Floor Slab
Intermediate
52' - 4"
1
A.502
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:09:34PM
1/16"=1'-0"
308EastGreenStreet
A.401
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
EnlargedElevationFloors2-5
1/16" = 1'-0"
1
East Floors 2-5
1/16" = 1'-0"
2
South Floors 2-5

16. A C D E E.6 F G H H.8 J KB.2B
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 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 Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
1
A.502
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:09:59PM
1/16"=1'-0"
308EastGreenStreet
A.402
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
EnlargedElevationFloors6-7
1/16" = 1'-0"
1
East Floors 6-7
1/16" = 1'-0"
2
South Floors 6-7

17. 1st Floor Slab
0' - 0"
2nd Floor Slab
14' - 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 Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
B
Penthouse Parapet
259' - 0"
Foundation Wall
Bottom
-5' - 7 15/16"
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
9th Floor Slab
115' - 10"
10th Floor Slab
133' - 10"
11th Floor Slab
151' - 10"
12th Floor Slab
169' - 10"
13th Floor Slab
187' - 10"
14th Floor Slab
205' - 10"
15th Floor Slab
223' - 10"
Roof Slab
243' - 10"
Penthouse Decking
257' - 10"
5th Floor Slab
Intermediate
52' - 4"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:10:01PM
1/32"=1'-0"
308EastGreenStreet
A.501
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
Section1
1/32" = 1'-0"
1
Section 1

18. 1st Floor Slab
0' - 0"
2nd Floor Slab
14' - 8"
T.O. Footing
-5' - 0"
B.O. Footing
-6' - 0"
ACDEE.6FGHH.8JK B.2
3rd Floor Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
B
Foundation Wall
Bottom
-5' - 7 15/16"
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
9th Floor Slab
115' - 10"
10th Floor Slab
133' - 10"
11th Floor Slab
151' - 10"
12th Floor Slab
169' - 10"
13th Floor Slab
187' - 10"
14th Floor Slab
205' - 10"
15th Floor Slab
223' - 10"
Roof Slab
243' - 10"
5th Floor Slab
Intermediate
52' - 4"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:10:06PM
1/32"=1'-0"
308EastGreenStreet
A.502
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
Section2
1/32" = 1'-0"
1
Section 2

19. 2nd Floor Slab
14' - 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 Slab
23' - 6"
4th Floor Slab
32' - 4"
5th Floor Slab
43' - 10"
Penthouse Parapet
259' - 0"
Foundation Wall
Bottom
-5' - 7 15/16"
5th Floor Slab
Courtyard
43' - 0"
6th Floor Slab
61' - 10"
7th Floor Slab
79' - 10"
8th Floor Slab
97' - 10"
9th Floor Slab
115' - 10"
10th Floor Slab
133' - 10"
11th Floor Slab
151' - 10"
12th Floor Slab
169' - 10"
13th Floor Slab
187' - 10"
14th Floor Slab
205' - 10"
15th Floor Slab
223' - 10"
Roof Slab
243' - 10"
Penthouse Decking
257' - 10"
5th Floor Slab
Intermediate
52' - 4"
Scale:
Project:
Date:
Drawn:
Checked:
3/6/20161:10:09PM
1/32"=1'-0"
308EastGreenStreet
A.503
Project4
5.05.15
ThomasMcCormick
RebeccaBrouk
308EastGreenStreet
Section3
1/32" = 1'-0"
1
Section 3

20. 3 5/8" METAL STUD @ 16"
O.C.
3" BATT INSULATION IN
WALLS
(1) LAYER 5/8" GYPSUM
BOARD EACH SIDE
16"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" GYPSUM
BOARD EACH SIDE
24"O.C.
5" HORIZONTAL SECTION
3 5/8" METAL STUD @ 24"
O.C.
3" MIN. BATT INSULATION IN
SHAFT WALLS ADJACENT TO
UNITS
(1) 1/2" RC ONE SIDE @ 24" O.C.
SCREW AT STUDS
(1) LAYER 3/4" GYPSUM
BOARD
(1) LAYER 3/4" GYPSUM BOARD
16"O.C.
8 1/2" HORIZONTAL SECTION
6" METAL STUD @ 16"
O.C
(2) LAYERS 5/8" GYPSUM
BOARD EACH SIDE
3" MIN. BATT INSULATION IN
SHAFT WALLS ADJACENT TO
UNITS
16"O.C.
8" HORIZONTAL SECTION
6" METAL STUD @ 16"
O.C.
(1) LAYER 1/2" GYPSUM
BOARD
5" MIN. BATT INSULATION IN
SHAFT WALLS ADJACENT TO
UNITS
(2) LAYERS 1/2'' GYPSUM
BOARD
(1) 1/2" RC ONE SIDE @ 24"
O.C. SCREW AT STUDS
24"O.C.
7 1/2" HORIZONTAL SECTION
6" METAL
STUD @ 24"
O.C.
(1) LAYER 5/8"
GYPSUM BOARD
SCREW-ATT TO
STUDS*
3" MIN. BATT
INSULATION IN
SHAFT WALLS
ADJACENT TO UNITS
(1) LAYER 5/8"
GYPSUM BOARD
SCREW-ATT TO
CHAN
RC-1 CHAN ONE SIDE
24" O.C. SCREW-ATT
TO STUDS
24"O.C.
9 3/4" HORIZONTAL SECTION
6" METAL STUD @ 24"
O.C.
(1) LAYER 5/8" GYPSUM
BOARD SCREW-ATT TO
STUDS*
3 1/2" MIN. BATT INSULATION
(1) LAYER 5/8" GYPSUM
BOARD 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" GYPSUM
BOARD ON UNIT SIDE
3 1/2" MIN. BATT
INSULATION
(1) LAYER 5/8" GYPSUM
BOARD CORRIDOR SIDE
RC-1 CHAN ONE SIDE
24" O.C. SCREW-ATT TO
STUDS
16"O.C.
10 1/2" HORIZONTAL SECTION
6" METAL STUD @
16" O.C.
(2) LAYERS
5/8" GYPSUM
BOARD ON
UNIT SIDE
3 1/2" MIN. BATT
INSULATION
(2) LAYERS 5/8"
GYPSUM BOARD
CORRIDOR SIDE
Project:
Date:
DrawnBy:
CheckedBy:
Scale:1"=1'-0"
3/6/20161:10:11PM
REBECCABROUK
THOMAS
MCCORMICK
A.901
308EastGreen
Street
THOMASMCCORMICK
PROJECT2
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

21. 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 BETWEEN
TEMPERED 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 MINERAL
WOOL BOARD INSULATION
10 1/4" VERTICAL SECTION
8" CMU SPLIT FACE
BLOCK, 2 HR
3/8" MORTAR JOINT
(1) LAYER OF 5/8"
DENSGLASS ON
INTERIOR SIDE & 2"
SPRAY FOAM (R-14).
2"X2" STUDS ON
INTERIOR SIDE
4 3/4" HORIZONTAL SECTION
GALV STEEL 'C-H' STUDS
2 1/2" DEEP @24" O.C.
1" GYPSUM WALLBOARD LINER PANEL
3" MIN. BATT INSULATION IN SHAFT
WALLS ADJACENT TO UNITS
2 LAYERS OF 5/8" GYPSUM BOARD
4 3/4" HORIZONTAL SECTION
GALV STEEL 'C-H' STUDS
2 1/2" DEEP @24" O.C.
1" GYPSUM WALLBOARD
LINER PANEL
3" MIN. BATT INSULATION IN
SHAFT
WALLS ADJACENT TO UNITS
2 LAYERS OF 5/8" GYPSUM
BOARD1 LAYER OF 5/8"
GYPSUM BOARD
(INTERIOR OF STAIR
WELL)
8 1/2" HORIZONTAL SECTION
3 1/2" MTL SDS @12" O.C. MIN
25 GAUGE STD
2 LAYERS OF 5/8" GYPSUM BOARD
12"O.C.
1/2" HAT CHANNELS
CONTINUOUS VAPOR BARRIER
2" INSULATED METAL PANEL
16"O.C.8"O.C.
VARIES, SEE PLAN HORIZONTAL SECTION
(1) LAYER 5/8"
GYPSUM BOARD
EACH SIDE
4" MIN BATT INSULATION
3 5/8" METAL STUD
@ 16" O.C.
1'-0" VERTICAL SECTION
12" CONCRETE
FOR PAINT-
SEE STRUCT
DWGS
ELASTOMERIC
COATING
AT EXTERIOR
LOCATIONS
Project:
Date:
DrawnBy:
CheckedBy:
Scale:1"=1'-0"
3/6/20161:10:13PM
REBECCABROUK
THOMAS
MCCORMICK
A.902
308EastGreen
Street
THOMASMCCORMICK
Project2
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

22. VARIES VERTICAL SECTION
2"X 3" METAL STUDS, 24" O.C.
12" CONCRETE FOR PAINT- SEE
STRUCT DWGS
3" SPRAY FOAM @
EXTERIOR WALLS AND
BETWEEN TEMPERED AND
UNTEMPERED SPACES
ONLY.(1) LAYER OF 5/8" GYP BD
ELASTOMERIC COATING AT
EXTERIOR LOCATIONS
9 1/4 HORIZONTAL SECTION
24"O.C.
6" METAL STUD @
24" O.C.
4"MINERAL FIBER
INSULATION (R-15 MAX)
TO EXTEND 6" ABOVE
UPTURN BEAMS
5/8" DENSGLASS
EXT. SHEATHING
1/2" AIR SPACE
2" INSULATED
METAL PANEL
(R-14)
9 3/4 HORIZONTAL SECTION
24"O.C.
6" METAL STUD @ 24"
O.C.
4"MINERAL FIBER
INSULATION (R-15 MAX)
TO EXTEND 6" ABOVE
UPTURN BEAMS
5/8" DENSGLASS EXT.
SHEATHING
1/2" AIR SPACE
2" INSULATED METAL
PANEL (R-14)
5/8" GYP. BD.
CONT. VAPOR
BARRIER (6 MIL)
FLUID APPLIED AIR
BARRIER
Project:
Date:
DrawnBy:
CheckedBy:
Scale:1"=1'-0"
3/6/20161:10:14PM
RebeccaBrouk
THOMAS
MCCORMICK
A.903
308EastGreen
Street
THOMASMCCORMICK
Project2
1" = 1'-0"
1
K4
1" = 1'-0"
2
N1
1" = 1'-0"
3
N2