Concept Plan - Chaska (9-24-14)95
'
-
0
"
150' - 0"
40
'
-
0
"
DRIVE LANE
15' - 0"
40' - 0"
#134
12'X 10'
OHD
#135
12'X 10'
OHD
NON-LOAD BEARING METAL STUD
WALL, TYP (LOCATED BY OWNER)
NON-LOAD BEARING METAL STUD
WALL, TYP (LOCATED BY OWNER)
15' DRIVE ISLE
LOAD BEARING METAL STUD WALL, 10'
MODULE UNLESS OTHERWISE NOTED, TYP
12' X "X"
UNIT
12' X "X"
UNIT
10' X "X"
UNIT, TYP
12' X "X"
UNIT
12' X "X"
UNIT
10' X "X"
UNIT, TYP
12' - 0"12' - 0"12' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"
12' - 0"12' - 0"12' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"
INTERIOR MINI STORAGE DOOR, TYP
NOTE: OVERHEAD STEEL BEAM
TO CARRY ROOF LOAD, TYP @
BEARING WALL LOCATIONS
LOAD BEARING STUCCO EMBOSSED
JAMBS & LINTELS, TYP
Floor Plan
0' - 0"
Eave Height
10' - 0"
#135
12'X 10'
OHD
STEEL TRIM, TYP
1/2" / 1'-0"1/2" / 1'-0"
STUCCO EMBOSSED WALL PANEL, TYP STUCCO EMBOSSED WALL PANEL, TYP
ROUGH FACED BLOCK, TYPFloor Plan
0' - 0"
Eave Height
10' - 0"
EXTERIOR
MINI
STORAGE
DOOR, TYP
LOAD BEARING
STUCCO EMBOSSED
JAMBS & LINTELS, TYP
STEEL TRIM, TYP
STANDING SEAM METAL ROOF, TYP
Floor Plan
0' - 0"
Eave Height
10' - 0"
EXTERIOR
MINI
STORAGE
DOOR, TYP
LOAD BEARING
STUCCO EMBOSSED
JAMBS & LINTELS, TYP
STEEL TRIM, TYP
STANDING SEAM METAL ROOF, TYP
Floor Plan
0' - 0"
Eave Height
10' - 0"STEEL TRIM, TYP
#134
12'X 10'
OHD
1/2" / 1'-0"1/2" / 1'-0"
STUCCO EMBOSSED WALL PANEL, TYP
ROUGH FACED BLOCK, TYP
STUCCO EMBOSSED WALL PANEL, TYP
Scale
Project #
Date
KKKKiehm
CCCConstruction
IIIInc....
8415 220th Street W
Lakeville, MN 55044
Office:(952)469-5600
Fax(952)469-1240
www.kcibuilds.com
All rights reserved. All plans and
illustrations are the exclusive
property of Kiehm Construction
Inc. and are protected under
copyright law. Reproduction and
or Distribution of the illustrations
or working drawings by any means
is strictly prohibited. Although we
make every effort to ensure the
accuracy of our plan information,
we reserve the right to make
corrections on our plans if
changes occur.
PREVIOUS REVISION DATES:
PLAN REVISIONS
As indicated
A2.1
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9-24-14
C O N C EP T
P L A N
Ch
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M
N
•
1/8" = 1'-0"A2.1
5 Floor Plan
3/32" = 1'-0"A2.1
3 Endwall 1
3/32" = 1'-0"A2.1
1 Sidewall 1
3/32" = 1'-0"A2.1
2 Sidewall 2
3/32" = 1'-0"A2.1
4 Endwall 2