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MATERIAL KEY NOTES
PRE-ENGINEERED
METAL ROOF SYSTEM
1/21 1 2
CEILING LINE
METAL GUTTER BY
ROOFING CONTRACTOR
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METAL ROOFING
METAL RAKE
PRE- ENGINEERED
METAL STUD FRAMM
314' ROOF DECKING
ROOF TRUSSES 0
247 oc MAX
COMPOSITE DECK/FLOOR
SEE STRUCTURAL PLANS
I' X WOOD STUDS @
I cr oc
114r" T1,6 I
DECKING
I
E.I.F.S. FINISH SYSTEM
GLUED /NAILED
:rxe CCA TREATED PLATE
w/ 1/21 Ar ANCHOR
BOLTS 0 32" oc
2 nd FLOOR
9'-6 IZ2"
R-38 BATT INSUL
R-38 BATT INSUL. -
5/ir GN
•
METAL FRAMING 0
5/4- WD TRIM
All
247 OC
7' -L 1"
8'-IT AF F
51T GB
ALUM STOREFRINT
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77-7
FRAME & GLAZING
OFFICE
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OFFICE
CONCRETE WASH
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NO,
REVISIONS/SUBMISSIONS
DATE:
7172 Graham Road
Indianapolis, Indiana 46250
SPLIT FACE 12* C
T SPLIT FACE CMILI
77__�Ir
SPLIT FACE CMU
Architects A Engineers Land Surveyors
Landscape Architects & Land Planners
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Environmental Consultants
(317) 842-6777 Fox 841-4798
1/7,71,
PAUL I. CRIPE, INC.
PROJECT TITLE:
FIF 0'-T
FF 0 .-Cr
SHURGARD STORAGE CENTER-CARMEL, INDIANA
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0
CERTIFIED BY. DRAWING TITLE:
?16r t A A I 11w)
I BUILDING ONE WALL SECTIONS
101
NQI/
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
SEE STRUCTURAL PLANS
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TECH.
SHEET S-401 FOR
FOUNDATION DETAILS
SHEET S-401 FOR
SLAB DETAILS
SHEET S-401 FOR
FOUNDATION DETAILS
SHEET S-401 FOR
SLAB DETAILS I
SHEET S-401 FOR
FOUNDATION DETAILS
SHEET S-401 FOR
SLAB DETAILS
SERVICES CHECK:
0.
-
2' RIGID INSULATION
- - - --
--
RIGID INSULATION
-
- - -
RIGID INSULATION
AT[ OV DRAWN BY: PROJECT NO:
1313 93356-10500
CHECKED BY:
,9�CNaAt��G�
``yA SCALE:
3/4. 1' -0"
REVIEWED BY: DRAWING NO:
IAP
Al LIGHTHOUSE TOWER
SECTION
SEE SPECIFICATIONS FOR ADDITIONAL
STORY SECTION
SECTION
S
DATE:
3/95 A401
DETAILS OF LIGHTHOUSE'
SCALE: 3/47=1'-d*
SCALE: 31e V -0"
SCALE: 3/4'=1 ' -0"
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