studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
G0.00
1 studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
Site Plan SCALE: 1" = 20'
0
10'
20'
40'
A0.10
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.
7
6. FLAGSTONE WEDGE COLUMN MATCH EXISTING. 6
7. EDGE OF LOW ROOF.
5
4 3 1 2
studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
A1.11
B2 A5.10
1 A2.11
4
1
1
2
7 00.3
00.2
3
2 A2.11
1
00.1
00.0
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.
1 studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
1st Floor Plan SCALE: 3/16" = 1'-0"
0
4'
8'
12'
A1.12
2
West Elevation
0
4'
8'
12'
SCALE: 3/16" = 1'-0"
1 studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
North Elevation SCALE: 3/16" = 1'-0"
0
4'
8'
12'
A2.11
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 6 5 4 8
7
3 1 9
2
studio.prime:2010:1006:00condocs:1006_prj03option.pln
esplanade
1
section
0 1/2'' 1''
A3.11 2''