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G0.00studio.prime:2010:1006:00condocs:1006_prj03option.pln

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A0.10studio.prime:2010:1006:00condocs:1006_prj03option.pln

SCALE: 1" = 20'

1 Site Plan 0 10' 20' 40'

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A1.11studio.prime:2010:1006:00condocs:1006_prj03option.pln

1

3

4

6

5

2

7

1. 3'X3'X3' CONCRETE SPREAD FOOTING 2 #4 T&B.

2. 6" PIPE COLUMN.

3. EDGE OF HIGH ROOF.

4. EDGE OF OPENING IN LOW ROOF.

5. W12X26.

6. FLAGSTONE WEDGE COLUMN MATCH EXISTING.

7. EDGE OF LOW ROOF.

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A1.12studio.prime:2010:1006:00condocs:1006_prj03option.pln

00.2

00.3

00.1

00.0

B2A5.10

1A2.11

2A2.11

SCALE: 3/16" = 1'-0"

1 1st Floor Plan 0 4' 8' 12'

1

4

2 7

1

1

3

1. EDGE OF CONCRETE FLATWORK.

2. NEW SCONCES.

3. BIGASS FAN.

4. 6' DIA. 2' HIGH FLAGSTONE FIRE PIT.

5. W12X26.

6. FLAGSTONE WEDGE COLUMN MATCH EXISTING.

7. EDGE OF LOW ROOF.

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A2.11studio.prime:2010:1006:00condocs:1006_prj03option.pln SCALE: 3/16" = 1'-0"

1 North Elevation 0 4' 8' 12'

SCALE: 3/16" = 1'-0"

2 West Elevation 0 4' 8' 12'

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A3.11studio.prime:2010:1006:00condocs:1006_prj03option.pln 1 section 0 1/2'' 1'' 2''

1

3

4

6

5

2

7 8

9

1. INTEGRAL 6" GUTTER.

2. 6" PIPE COLUMN.

3. 2" T.S.

4. 3" T.S.

5. W12X26.

6. 3/4" TECHSHIELD WITH STANDING SEAM METAL ROOF.

7. 1" T.S. AT 2' O.C.

8. 2" T.S. AT 2' O.C.

9. WRAP LOWER FRAME IN CLEAR ANODIZED BRAKE METAL