HomeMy WebLinkAboutIMI 96TH ADDENDUM -final appoved setSHEET INDEX:
T100 COVER SHEET / BUILDING INFO / LIFE SAFTEY PLAN
C100 SITE PLAN-PROVIDED CROSSROAD ENGINEERES-NOT INCLUDED IN THIS SET
S100 FOUNDATION PLAN
S200 BATCH PLANT PIER / COLUMN PLATE INFORMATION
S300 FOOTING SECTIONS / PIER SECTIONS
S400 BUILDING / WALL SECTION /
S500 TRUSS DETAILS / ROOF FRAMING PLAN
A100 FLOOR PLAN / DOOR SCHEDULE / POST LOCATIONS
A200 EXTERIOR ELEVATIONS
A300 EXTERIOR ELEVATIONS
E100 POWER PLAN
E200 LIGHTING PLAN
M100 MECHANICAL PLAN
P100 PLUMBING PLAN
LIFE SAFTEY PLAN
LIFE SAFTEY CODE SUMMARY:!
!
CONSTRUCTION TYPE- F2
PROPOSED OCCUPANCY TYPE-VB
DRAFT STOPS NOT REQUIRED OPEN BUILDING
AREAS DO NOT EXCEED 3000 SF
REFER TO SHEET E200 FOR EXIST AND EMERGENCY LIGHTING
PORTABLE FIRE EXTINGUISHERS INDICATED BY
PROPOSED BUILDING WILL NOT BE EQUIPPED WITH A SPRINKLER
SYSTEM
PROPOSED 5,105 SF CONCRETE BATCH FACILITY
TO BE CONSTRUCTED AT:
4700 W. 96TH ST.
INDIANAPOLIS, IN 46268
CODE INFORMATION:!
!
THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH!
THE FOLLOWING CODES.!
!
INDIANA BUILDING CODE, 2012 EDITION-EFFECTIVE-12/01/014!
!
INDIANA ELECTRICAL CODE, 2009 EDITION-EFFECTIVE-8/26/09!
!
INDIANA MECHANICAL CODE, 2014 EDITION-EFFECTIVE-12/01/14!
!
INDIANA PLUMBING CODE, 2012 EDITION-12/24/12!
!
INDIANA FIRE CODE, 2014 EDITION EFFECTIVE-12/01/14
N
PROJECT / BUILDING INFORMATION:!
!
OCCUPANCY TYPE-F2!
CONSTRUCTION TYPE-VB!
PROPOSED BUILDING SF 5,105 SF!
!
ALLOWABLE SF 13,000 SF!
!
!
!
PROPOSED BUILDING IS NON SPRINKLED, !
!
!
!
!
!
!
!
!
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV:08/05/24
SHEET:
PR
O
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C
T
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:
T100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
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14'X14' OH. DR.
12
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ADDENDUM PLANS-794 SF INCREASE / !
FOUNDATION / TRUSS REVISIONS
PROPOSED ADDITION
REMOVED AREA
10/17/202410/17/2024
A!
A200
A!
S100
FOUNDATION PLAN
SCALE-3/16"=1'-0"
45'-10"28'-10"
21'-6"
43
'
-
1
0
"
28
'
-
6
"
RA
M
P
U
P
72
'
-
4
"
HOT WATER !
HEATER
28'-7"
+7" STEP UP
+7" STEP UP
CONCRETE RETAINING WALL
11
'
-
0
"
6'-8"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05/24
SHEET:
PR
O
J
E
C
T
I
N
F
O
:
S100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
V
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:
74'-8"
28
'
-
6
"
16"
12"
CONCRETE RETAINING WALL
16"
16"
10'-2"
16"
16"
12"
13'-6"
14
'
-
3
"
PLANT C/L
5'
-
3
"
5'
-
3
"
10
'
-
6
"
13'-4"
6'-8"6'-8"
LOADING!
POINT
14'-6"
5'-3"
10'-6"
5'-3"
12
'
-
0
"
11'-8"
5'
-
0
"
30
"
30
"
14'-8"
5'
-
0
"
30
"
30
"
14'-8"
8'-0"
16'-0"
8'-0"
3'
-
0
"
21"
11'-2"
PR
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14'-0"4'-6"
12"
12"
12"
3'
-
0
"
12
'
-
0
"
FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
102'-0"
FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
100'-0"
43
'
-
1
0
"
10
'
-
0
"
3'
-
0
"
16
'
-
9
"
RA
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14
'
-
3
"
14
'
-
4
"
FIN. GRADE!
100.00'
FIN. GRADE!
99.00'
24" CONCRETE SLAB
7" CONCRETE SLAB
6" CONCRETE SLAB
CONCRETE APRON
CO
N
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A
P
R
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POUR 4" CONCRETE THROUGH!
OPENING
TOP OF WALL!
+ 4'-0"-A.F.F.
TO
P
O
F
W
A
L
L
!
+
4
'
-
0
"
-
A
.
F
,
F
TOP OF WALL!
+ 4'-0"-A.F.F
TOP OF WALL!
+ 4'-0"-A.F.F
TOP OF WALL!
+ 4'-0" A.F.F
TO
P
O
F
W
A
L
L
!
+
3
'
-
5
"
-
A
.
F
.
F
.
TOP OF WALL!
+ 3'-5"-A.F.F.
TOP OF WALL!
+ 4'-0"-A.F.F
A1
A2
B1
B2
C1
C2
D1
D2
E1
E2
TO
P
O
F
W
A
L
L
!
+
3
'
-
5
"
TO
P
O
F
W
A
L
L
!
+
4
'
-
0
"
-
A
.
F
.
F
.
REFER TO SHEET S200 FOR PIER /!
BOLT PLATE INFORMATION
7'-5"
E E
EEE
F F
F F
1'-4"
TOP OF WALL TO BE AT SAME!
HT. AS BUILDING RETAINING WALL!
FIELD RESOLVE!
1'
-
0
"
2'-0"
3'
-
0
"
RETAINING WALL SECTION-A
SCALE-1"=1'-0"
#5 VERTICAL @ 48"O.C.
#5 HORIZONTAL CONTINUAL!
W/ 24" LAP
#5 CROSS TIES
POURED CONCRETE WALL A!
A200
A!
S100
A!
A200
A!
S300
A!
A200
A!
S300
A!
A200
A!
S300
A!
A200
A!
S300
A!
A200
A!
S300
24" CONCRETE SLAB
A!
A200
B!
S300
A!
A200
B!
S300
A!
A200
B!
S300
A!
A200
C!
S300
A!
A200
D!
S300
E2
EE
F2
E
F1
E
4"4"
8" CONCRETE SLAB
24" CONCRETE SLAB
24" CONCRETE SLAB
8" CONCRETE SLAB
TOP OF PIER!
6'-6"
1'-4"
2'
-
0
"
#5 LOOP
#5-VERTICAL@48"O.C.
#8@12" O.C. E.W.
#8@12" O.C. E.W.
FIN. FL. ELE.!
100.00'
POURED CONCRETE WALL
POURED CONCRETE !
FLOOR / FOOTING
BOTTOM OF SLAB!
-2'-0"
8"
COMPACT GRAVEL FILL
6'
-
6
"
#5 HORIZONTAL W/ 24" LAP
8" CONCRETE SLAB
RETAINING WALL SECTION-B
SCALE-1"=1'-0"
A!
A200
B!
S100
A!
A200
B!
S100
11'-4"
11'-3"16"
4'-0"
6'-0"4'-4"
4'
-
0
"
5'
-
0
"
74'-8"
41'-4"
A!
A200
C!
S100
13'-6"
8" CONCRETE SLAB
19'-10"
16"
2'
-
2
"
4'-10"
19
'
-
4
"
91
'
-
8
"
91
'
-
8
"
19
'
-
4
"
12"
12
"
3'
-
0
"
3'
-
4
"
#5 HORIZONTAL CONTINUAL!
W/ 24" LAP
A!
A200
A!
S100
A!
A200
B!
S100 8'
-
2
"
FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
100'-7"
FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
100'-0"
1'-0"
FIN.FL.ELE.!
96'-0"
POURED CONCRETE WALL
2'-0"
1-1/2" RIGID INSULATION
8"
#5 VERTICAL @ 48" O.C.
#5 HORIZONTAL CONTINUAL!
W/ 24" LAP
FOOTING SECTION-C
SCALE-1"=1'-0"
A!
A200
A!
S300
A!
A200
C!
S100
TOP OF WALL!
+ 4'-0"-A.F.F
TOP OF WALL!
+ 4'-0"-A.F.F
GRADE ELE.!
99'-0"
7'-5"
16"
16"
REVISED
RELOCATED AND ENCLOSED
HOT WATER HEATER
REVISED
HOT WATER HEATER ENCLOSURE
ADDITION
10/17/202410/17/2024
TOMPKINSVILLE, KY. 42167
711 W. 4th. St.
TOMPKINSVILLE, KY. 42167
PHONE: (270)487-6774
CUSTOMER NOTE: NO FABRICATION WILL TAKE PLACE BY
STEPHENS WITHOUT A SIGNED COPY WITH CUSTOMER APPROVAL.
APPROVAL REQ'D
1
2
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05/24
SHEET:
PR
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S200
AR
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POUR AS!
ONE PIER
POUR AS!
ONE PIER
10/17/202410/17/2024
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/08/24
SHEET:
PR
O
J
E
C
T
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F
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:
S400
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
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26 GA. METAL ROOF
2X4 ROOF PURLINS @ 24" O.C.!
FLAT ON TRUSS
PRE-ENGINEERED ROOF TRUSS @ 48" O.C.
5" CLOSED CELL FOAM INSULATION
2X6 WALL GIRTS@ 24"O.C.
3" CLOSED CELL FOAM INSULATION!
R-21
6" CONCRETE SLAB
100.00 FIN. FL. ELE.
TOP OF WALL + 4'-0"
BUILDING SECTION-A
SCALE-1/4"=1'-0"
TOP OF WALL + 16'-0"
3 PLY 2X6 POST @ 8'-O.C.
2X4 PURLINS @ 24" O.C.
3" CLOSED CELL FOAM INSULATION!
R-21
26 GA" VERTICAL METAL SIDING
24"
TOP OF WALL + 48'-0"
2 X12 HEADER BOTH SIDES2 X12 HEADER BOTH SIDES
2 X12 HEADER BOTH SIDES
26 GA. METAL ROOF
2X4 ROOF PURLINS @ 24" O.C.!
FLAT ON TRUSSPRE-ENGINEERED ROOF TRUSS @ 48" O.C.
5" CLOSED CELL FOAM INSULATION
3
12
26 GA. VERTICAL METAL SIDING
5 PLY 2X8 POST @ 6' O.C.2X6 WALL GIRTS@ 24"O.C.
3" CLOSED CELL FOAM INSULATION!
R-21
26 GA. VERTICAL METAL SIDING
5 PLY 2X8 POST @ 6' O.C.
24" CONCRETE SLAB
24"
100.00 FIN. FL. ELE.
TOP OF WALL + 4'-0"
COMPACT GRAVEL FILL
COMPACT GRAVEL FILL
3
12
26 GA. METAL ROOF
2X4 ROOF PURLINS @ 24" O.C.!
FLAT ON TRUSS
5" CLOSED CELL FOAM INSULATION
24"
24"
TOP OF WALL + 16'-0"
1X4 WALL GIRTS@ 24"O.C.
2X6 WALL STUDS @ 16"O.C.
26 GA. VERTICAL METAL SIDING
8" CONCRETE SLAB
10/17/202410/17/2024
TRUSS TYPE-B
ROOF FRAMING PLAN
SCALE-1/8"=1'-0"N
3
12
TRUSS TYPE-A
SCALE-1/4"=1'-0"
ROOF DESIGN CRITERIA!
!
30#-SNOW LOAD!
10#-DEAD LOAD!
!
40#-TOTAL LOAD
MANUFACTURED TRUSSES TO BE SPACED AT 48" O.C.!
WITH 2X4 PURLINS ATTACHED FLAT ON TRUSS TOP CORD!
W/ METAL ROOFING OVER!
FURN MOP!
SINK
GI
R
D
E
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S
S
GI
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D
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GIRDER TRUSS
GIRDER TRUSS
SILO SILO
HATCHED AREA INDICATED!
FEILD FRAMING
4'-0"4'-0"4'-0"4'-0"
TYPICAL TRUSS SPACINGTYPICAL TRUSS SPACING
TYPICAL TRUSS SPACINGTYPICAL TRUSS SPACING
4'-0"4'-0"4'-0"4'-0"
4'-0"4'-0"4'-0"
TYPICAL TRUSS SPACING
TRUSS TYPE-A
TRUSS TYPE-B
TRUSS TYPE-C
28'-6"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05/24
SHEET:
PR
O
J
E
C
T
I
N
F
O
:
S500
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
V
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44'-0"
TRUSS TYPE-B
SCALE-1/4"=1'-0"
3
12
SILO
TRUSS TYPE-C
20'-0"
3
12
TRUSS TYPE-C
SCALE-1/4"=1'-0"
REVISED
REVISED
10/17/202410/17/2024
A
INSULATED STEEL !
EXT. DOOR / W !
HALF LITE1" INSULATED !
GLASS PANEL!
W/ H.M. FRAME
DOOR NO.DOOR TYPE DOOR SIZE HARDWARE REMARK
3'-0" X 7'-0"!
3'-0" X 7'-0"!
3'-0" X 7- 0"!
3'-0" X 7- 0"!
3'-0" X 7- 0"!
2-3'-0"X 7'-0"!
3'-0" X 7'-0"!
3'-0" X 7'-0"!
12'-0" X 12'-0"!
3'-0" X 7'-0"!
3'-0" X 7'-0"!
3'-0" X 7'-0"!
12'-0" X 12'-0"!
3'-0" X 3'-0"!
!
!
PASSAGE!
PANIC-KEY LOCK!
PASSAGE!
PRIVACY!
PRIVACY!
!
PANIC- KEY LOCK!
PASSAGE!
!
PANIC-KEY LOCK!
PANIC-KEY LOCK!
PANIC-KEY LOCK!
!
PANIC-KEY-LOCK!
!
!
!
!
D100!
D101!
D101A!
D102!
D103!
D104!
D105!
D105A!
D106!
D106A!
D107!
D107A!
D107B!
D108!
E!
C!
E!
E!
E!
F!
C!
D!
A!
D!
D!
D!
E!
D!
!
W1
SOUND INSULATIONSOUND INSULATION
1/2" GYP. BD. !
BOTH SIDES
SOUND INSULATION
W2
W4
1/2" GYP. BD. !
BOTH SIDES
1/2" GYP. BD. !
BOTH SIDES
W3
2x6 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD. !
BOTH SIDES
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
2x6 WALL STUDS @!
@ 16" O.C.
2x4 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD. !
BOTH SIDES
STEEL HOLLOW !
CORE INT. DOOR !
W/ H.M. FRAME
C
W/ CLOSURE
A
INSULATED STEEL PANEL !
OVERHEAD DOOR
DOOR SCHEDULE
A!
A200
A!
S400
W/ OPENER
W/ CLOSURE-DOOR TO RAISE VERTICALLY
ADA GRAB BARS MOUNTING HTS.ADA FIXTURE LOCATION
WALL TYPES
W11
3 PLY 2X6 POST
W12
26 GA. VERT. !
METAL SIDING
2X4 WALL GIRT
2" CLOSED CELL FOAM!
INSULATION
5 PLY 2X8 POST
26 GA. VERT. !
METAL SIDING
2X6 WALL GIRT
2" CLOSED CELL !
FOAM INSULATION
MAIN FLOOR PLAN
SCALE-3/16"=1'-0"
COUNTERRF
14'X14' OH. DR.
12
'
X
1
2
'
O
H
.
D
R
.
T
O
R
A
I
S
E
V
E
R
T
I
C
A
L
L
Y
45'-10"28'-10"
BATCH ROOM
DRIVER /
BREAK ROOM
MENS
REST RM.
MECH.
CL.
WAREHOUSE AREA
22'-0"
2'-0"
11
'
-
8
"
21'-6"
POST FRAME CONSTRUCTION
43
'
-
1
0
"
HEADER
INTERIOR WALL TO EXTEND FROM FIN. FL. GRADE TO ROOF DECK
CONVEYOR ABOVE
28
'
-
6
"
TRANSFORMER
DUST!
COLLECTOR
POST FRAME CONSTRUCTION
12
'
-
6
"
ELECTRICAL PANELS
ELECTRICAL
RM.
FURN WH
WOMENS
REST RM.
MOP!
SINK
COAT RACK
TR
U
C
K
E
N
T
R
A
N
C
E
AIR COMPRESSOR
91
'
-
8
"
7" STEP UP
+7" STEP UP
+7" STEP UP
8'
X
4
'
W
I
N
D
O
W
INTERIOR WALL FINISH TO BE T111
INTERIOR FINISH TO BE T111
CONCRETE RETAINING WALL
CONCRETE RETAINING WALL
6'-8"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05/24
SHEET:
PR
O
J
E
C
T
I
N
F
O
:
A100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
V
I
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G
M
A
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47
0
0
W
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9
6
T
H
S
T
.
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
.
4
6
2
6
8
MA
I
N
F
L
O
O
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P
L
A
N
OW
N
E
R
S
:
10' CEILING HT
10' CEILING HT
SOUND INSULATION
8'
-
8
"
T111 SIDING
W5
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
2x6 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD. !
BOTH SIDES
SOUND INSULATION
T111 SIDING
8'-0"8'-0"
TYPICAL POST SPACING
74'-8"
W6
T111 SIDING
W7
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD. !
BOTH SIDES
8'
-
0
"
TY
P
I
C
A
L
P
O
S
T
S
P
A
C
I
N
G
8'
-
0
"
T111 SIDING
W8
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD. !
BOTH SIDES 1X4 HORIZONTAL!
FURRING STRIPS
W9
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
T111 SIDING
26 GA. VERT. METAL!
SIDING
EXISTING!
TOWER
28
'
-
6
"
1X4 HORIZONTAL!
FURRING STRIPS
W10
SOUND INSULATION
2x4 WALL STUDS @!
@ 16" O.C.
1/2" GYP. BD.
26 GA. VERT. METAL!
SIDING
W13
3 PLY 2X6 POST
W14
26 GA. VERT. METAL!
SIDING
2X4 WALL GIRT
2" CLOSED CELL FOAM!
INSULATION
T111 SIDING
2x4 WALL STUDS @!
@ 16" O.C.
12" CONCRETE!
RETAINING WALL
T111 SIDING
2x4 WALL !
STUDS @!
@ 16" O.C.
16"
12"
12
'
-
6
"
6'-10"
6'-10"
5'-6"12'-9"3'-5"
7"X 24" LVL HEADER
16' CEILING HT
16' CEILING HT
48' CEILING HT
5-
1
/
4
"
X
2
4
"
L
V
L
H
E
A
D
E
R
8-3/4"X 24" LVL HEADER
EXTERIOR OF BUILDING ABOVE
8-3/4"X 24" LVL HEADER
CONCRETE RETAINING WALL
22'-2"
100
101
102 103
104
10' CEILING HT
105
106
BATCH PLANT
ROOM 107
D100
D101
D101A
D102 D103
D104
D105 D105A
7'
-
4
"
14
'
-
2
"
D106
D106A
D1
0
8
D107A
108
D1
0
7
B
W11
W11
W3
W12
W13
W12 W9
W9
W9
W14
W14
W14
W10
W9
W12
W12
W12
6'-0"6'-0"
TYPICAL POST SPACING
16"
16"
10'-2"
16"
16"
12"
16"
16"
12"
12"
16"
16" RETAINING!
WALL
12"
12" RETAINING!
WALL
5 PLY 2X8 POST
2X6 WALL GIRT
2" CLOSED CELL !
FOAM INSULATION
16" RETAINING!
WALL
16"
W15
5 PLY 2X8 POST
16" RETAINING!
WALL
16"
1-1/2"
W15
W6
W5 W5
14
'
-
0
"
14'-0"
12
'
-
0
"
12'-0"
B
INSULATED STEEL PANEL !
OVERHEAD DOOR
7'
-
2
"
3'-4"
INSULATED STEEL !
EXT. DOOR W/ !
H.M. FRAME
D
3'-4"
E
3'-4"3'-4"3'-4"3'-4"
WOOD SOLID !
CORE BY SWING !
INT. DOOR W/!
H.M. FRAME
F
W/ OPENER
W/ CLOSURE
WINDOW TO BE ANODIZED!
BRONZE ALUMINUM FRAME!
W/ 1" INSULATED !
TEMPERED GLASS
6'-0"
6'
-
0
"
6'
-
0
"
4'-0"
5'
-
0
"
STEPS-12" TREADS!
7" MAX. RISERS-TYPICAL
1-1/2" O.D. PIPE RAIL
6'-0"
PR
O
P
O
S
E
D
4
,
3
1
1
S
F
C
O
N
C
R
E
T
E
B
A
T
C
H
F
A
C
I
L
I
T
Y
TO
B
E
C
O
N
S
T
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U
C
T
E
D
A
T
:
47
0
0
W
.
9
6
T
H
S
T
.
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
6
8
7'-5"11'-3"
HOT WATER !
HEATER
28'-7"
11
'
-
0
"
16"
4'-0"
6'-0"4'-4"
4'
-
0
"
8" CONCRETE SLAB
14
'
-
4
"
19
'
-
4
"
SILO
CONVEYOR ABOVE
8'
-
2
"
12
'
-
0
"
3'
-
4
"
19
'
-
4
"
STEPS-12" TREADS!
7" MAX. RISERS-TYPICAL
A!
A200
A!
S400
HOT WATER
ROOM
12
'
X
1
2
'
O
H
.
D
R
.
T
O
R
A
I
S
E
V
E
R
T
I
C
A
L
L
Y
5-
1
/
4
"
X
2
4
"
L
V
L
H
E
A
D
E
R
D1
0
7
B
CONCRETE RETAINING WALL
1X4 HORIZONTAL!
FURRING STRIPS
W16
2x6 WALL STUDS @!
@ 16" O.C.
26 GA. VERT. METAL!
SIDING
2" CLOSED CELL FOAM!
INSULATION
W16
W16
REVISED
RELOCATED AND ENCLOSED
HOT WATER HEATER
REVISED
HOT WATER HEATER ENCLOSURE
ADDITION
2" WATER LINE
10/17/202410/17/2024
FIN FL. ELE 100'-0"
EVE HT. +16'-0"
EVE HT. +48'-0"
3
12
3
12
RIDGE HT. +26'-10"
EAST ELEVATION
SCALE-1/8"=1'-0"
SOUTH ELEVATION
SCALE-1/8"=1'-0"
24'-8"
EVE HT. +51'-6"
EXISTING!
SILO-1
EXISTING!
SILO-2
EVE HT. +48'-0"
EXISTING!
SILO-2
EXISTING!
SILO-2
EXISTING!
SILO-2
EXISTING!
SILO-2
EXISTING!
SILO-2
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05/24
SHEET:
PR
O
J
E
C
T
I
N
F
O
:
A200
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
V
I
N
G
M
A
T
E
R
I
A
L
I
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C
.
47
0
0
W
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6
T
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T
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IN
D
I
A
N
A
P
O
L
I
S
,
I
N
.
4
6
2
6
8
EX
T
E
R
I
O
R
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L
E
V
A
T
I
O
N
S
OW
N
E
R
S
:
PR
O
P
O
S
E
D
4
,
3
1
1
S
F
C
O
N
C
R
E
T
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B
A
T
C
H
F
A
C
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I
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TO
B
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C
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N
S
T
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U
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T
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D
A
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:
47
0
0
W
.
9
6
T
H
S
T
.
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
6
8
EXTERIOR LEGEND:!
!
1. 26 GA. VERTICAL METAL SIDING-COLOR -GRABER POST FRAME SUPPLY COLOR CHART -TAN!
2. NEW 26 GA METAL ROOF-COLOR TO MATCH ABOVE!
3. PAINTED SILOS, TO BE PAINTED TO MATCH METAL SIDING!
4. 1-1/2"DIA PIPE RAILING!
5. CONCRETE WALL!
6. CONCRETE STOOP!
7. CONCRETE APPROACH RAMP!
8. SIGNAGE!
!
!
!
1
11
22
11
11
13
13 13
141414 151515
17 171616
8
22
14
16
FIN FL. ELE 100'-0"FIN FL. ELE 100'-0"
FIN FL. ELE 83'-4"
EVE HT. +16'-0"
10/17/202410/17/2024
FIN FL. ELE 100'-0"
EVE HT. +16'-0"
EVE HT. +48'-0"
3
12
3
12
EVE HT. +26'-10"
WEST ELEVATION
SCALE-1/8"=1'-0"
NORTH ELEVATION
SCALE-1/8"=1'-0"
EVE HT. +51'-6"
EXISTING!
SILO-1
EXISTING!
SILO-2
EVE HT. +21'-6"
EVE HT. +48'-0"EVE HT. +48'-0"
EXISTING!
SILO-2
EXISTING!
SILO-2
EXISTING!
SILO-1
EVE HT. +48'-0"EVE HT. +48'-0"3
12
EXISTING!
SILO-2
3
12
CONVEYOR OPENING
EVE HT. +26'-10"
EVE HT. +21'-6"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
REV: 08/05.24
SHEET:
PR
O
J
E
C
T
I
N
F
O
:
A300
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
V
I
N
G
M
A
T
E
R
I
A
L
I
N
C
.
47
0
0
W
.
9
6
T
H
S
T
.
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
.
4
6
2
6
8
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
OW
N
E
R
S
:
PR
O
P
O
S
E
D
4
,
3
1
1
S
F
C
O
N
C
R
E
T
E
B
A
T
C
H
F
A
C
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L
I
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TO
B
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C
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N
S
T
R
U
C
T
E
D
A
T
:
47
0
0
W
.
9
6
T
H
S
T
.
IN
D
I
A
N
A
P
O
L
I
S
,
I
N
4
6
2
6
8
EXTERIOR LEGEND:!
!
1. 26 GA. VERTICAL METAL SIDING-COLOR -GRABER POST FRAME SUPPLY COLOR CHART -TAN!
2. NEW 26 GA METAL ROOF-COLOR TO MATCH ABOVE!
3. PAINTED SILOS, TO BE PAINTED TO MATCH METAL SIDING!
4. 1-1/2"DIA PIPE RAILING!
5. CONCRETE WALL!
6. CONCRETE STOOP!
7. CONCRETE APPROACH RAMP!
8. SIGNAGE!
!
!
!
1
1
1
3
3
3
3
3
3
4 455
667 7
4
6
33
12
33
12
FIN FL. ELE 100'-0"
EVE HT. +16'-0"
1
EVE HT. +51'-6"
ADDITION REVISION ADDITION REVISION
FIN FL. ELE 83'-4"
10/17/202410/17/2024