Set of Construction PlansSHEET INDEX:
T100 COVER SHEET / BUILDING INFO / LIFE SAFTEY PLAN
C100 SITE PLAN
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
SITE LOCATION MAP
PROPOSED 4,311 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
N.T.S.NPROJECT / BUILDING INFORMATION:
OCCUPANCY TYPE-F2
CONSTRUCTION TYPE-VB
PROPOSED BUILDING SF 4,311 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
SHEET:PROJECT INFO: T100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 TITLE SHEETOWNERS:14'X14' OH. DR. 12'X12' OH. DR. TO RAISE VERTICALLYSTORAGE AREA
HEADER
PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268
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
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
74'-8"
14'X14' OH. DR. 12'X12' OH. DR. TO RAISE VERTICALLY45'-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'-10"HEADER
EXPOSED POST / CONCRETE PIER
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 RACKTRUCK ENTRANCEAIR COMPRESSOR
72'-4"HOT WATER
HEATER
28'-7"4'-0"
18'-6"8'-6"4'-10"7" STEP UP
+7" STEP UP
+7" STEP UP8'X4' WINDOWINTERIOR WALL FINISH TO BE T111
INTERIOR FINISH TO BE T111
CONCRETE RETAINING WALL
CONCRETE RETAINING WALL 11'-0"
6'-8"4'-6"52'-6"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: A100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 MAIN FLOOR PLANOWNERS: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"TYPICAL POST SPACING8'-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 24" LVL HEADER8-3/4"X 24" LVL HEADER
EXTERIOR OF BUILDING ABOVE
8-3/4"X 24" LVL HEADER
EXTERIOR OF BUILDING ABOVE
EXISTING
TOWEREXPOSED POST / CONCRETE PIER
CONCRETE RETAINING WALL
22'-2"
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
D108
D107 D107AHOT WATER
ROOM 108D107BBOLLARD POST
W11
W11
W3
W12
W13
W12 W9
W9
W9
W14
W14
W14
W10
W9
W12
W12
W12
6'-0"6'-0"
TYPICAL POST SPACING
W11
16"
16"
10'-2"
16"
16"
12"
16"
16"
12"
12"
12"
8'-0"8'-0"2'-6"
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
15'-8"
6'-0"
6'-6" PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268
FIN FL. ELE 100'-0"
EVE HT. +16'-0"
EVE HT. +48'-0"
3
12
3
12
RIDGE HT. +26'-10"
FRONT ELEVATION
SCALE-1/8"=1'-0"
LEFT ELEVATION
SCALE-1/8"=1'-0"
24'-8"
EVE HT. +54'-0"
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
HOT WATER
HEATER
HOT WATER
HEATER
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: A200
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 EXTERIOR ELEVATIONSOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 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
26'-0"12'-0"26'-0"4'-9"1
11
22
22
11
11
13
13 13
141414 15151515
17 17 161616
8
FIN FL. ELE 100'-0"
EVE HT. +16'-0"
EVE HT. +48'-0"
3
12
3
12
EVE HT. +26'-10"
REAR ELEVATION
SCALE-1/8"=1'-0"
RIGHT ELEVATION
SCALE-1/8"=1'-0"4'-0"EVE HT. +54'-0"
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"
HOT WATER
HEATER
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: A300
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 EXTERIOR ELEVATIONSOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 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 4 55
667 7
A
A200
A
S100
FOUNDATION PLAN
SCALE-3/16"=1'-0"
74'-8"
45'-10"28'-10"
21'-6"43'-10"28'-6"RAMP UP72'-4"HOT WATER
HEATER
28'-7"4'-0"
18'-6"8'-6"+7" STEP UP
+7" STEP UP
CONCRETE RETAINING WALL
11'-0"
6'-8"4'-6"51'-6"
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: S100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 FOUNDATION PLANOWNERS:74'-8"28'-6"16"
12"
EXISTING SILO PIER
CONCRETE RETAINING WALL
22'-2"
23'-2"
16"
16"
10'-2"
16"
16"
12"
12"
15'-8"14'-3"PLANT C/L
5'-3"5'-3"10'-6"13'-4"
6'-6"
6'-8"6'-8"
LOADING
POINT
FLOOR GRADE
102.O'14'-6"
5'-3"
10'-6"
5'-3"
8'-4"3'-0"12'-0"10'-4"3'-0"11'-8"5'-0"30"30"14'-8"5'-0"30"30"14'-8"
8'-0"
16'-0"
8'-0"
12"
12"3'-0"18"3'-0"21"
11'-2" PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 14'-0"4'-6"
12"
12"
12"3'-0"12'-0"FIN.FL.ELE.
102.00'
FIN.FL.ELE.
102.00'
FIN.FL.ELE.
102.00'
FIN.FL.ELE.
102.00'
FIN.FL.ELE.
+7"43'-10"72'-4"10'-0"3'-0"16'-9"RAMP DN14'-3"14'-4"FIN. GRADE
100.00'
FIN. GRADE
100.00'
24" CONCRETE SLAB
7" CONCRETE SLAB
6" CONCRETE SLAB
CONCRETE APRON CONCRETE APRONPOUR 4" CONCRETE THROUGH
OPENING
TOP OF WALL
+ 4'-0"TOP OF WALL+ 4'-0"TOP OF WALL
+ 4'-0"
TOP OF WALL
+ 4'-0"
TOP OF WALL
+ 4'-0"TOP OF WALL+ 3'-5"TOP OF WALL
+ 3'-5"
TOP OF WALL
+ 4'-0"
A1
A2
B1
B2
C1
C2
D1
D2
E1
E2
F1
F2
TOP OF WALL+ 3'-5"TOP OF WALL+ 4'-0"REFER TO SHEET S100 FOR PIER /
BOLT PLATE INFORMATION
6'-6"
E E E E
EEEE
F F
F F
1'-0"
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 W/ 24" LAP
#5 CROSS TIES
POURED CONCRETE WALL
A
A200
A
S100
A
A200
A
S100
A
A200
A
S300
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
B
S300
A
A200
C
S300
A
A200
C
S300 A
A200
D
S300
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
SHEET:PROJECT INFO: S200
ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION OWNERS:PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268
WALL SECTION-A
SCALE-1"=1'-0"
TOP OF PIER
6'-6"
2'-2"2'-2"2'-2"
#6 LOOP
#6 VERTICAL
WELD PLATE-REFER
TO SHEET S200
2'-0"PIER PLAN-E
SCALE-1"=1'-0"
PIER- E CROSS SECTION
F1,F2,E1,E2,D1,D2,C1,C2
SCALE-1"=1'-0"
#6 LOOP
#6-VERTICAL
#8@12" O.C. E.W.
#8@12" O.C. E.W.
TOP OF WALL
+ 2'-8"
#6 LOOP
2'-0"PIER PLAN-F
SCALE-1"=1'-0"
PIER-F CROSS SECTION
A1, A3, B1 ,B2
SCALE-1"=1'-0"
-#6 LOOP
#6 VERTICAL
#8@12" O.C. E.W.
#8@12" O.C. E.W.
1'-8"1'-8"1'-8"
FIN. FL. ELE.
100.00'
TOP OF WALL
+ 4'-0"
FIN. FL. ELE.
100.00'
FIN. GRADE
FIN. GRADE VARIES2'-0"4'-0"8"2'-5"1'-4"
POURED CONCRETE PIER
POURED CONCRETE
FLOOR / FOOTING
POURED CONCRETE
FLOOR / FOOTING
POURED CONCRETE PIER
#5 VERTICAL @ 48"O.C.
#5 HORIZONTAL W/ 24" LAP
#8 TURN UP @ 48" O.C.
#8 TURN DN @ 48" O.C.
#5 CROSS TIES
1-1/2" RIGID INSULATION
COMPACT GRAVEL FILL
POURED CONCRETE WALL
24" POURED CONCRETE FLOOR / FOOTING
WET SET POST BRACKET
VERTICAL METAL SIDING
FLASHING
TREATED 2X6 BASE GIRT
2'-0"
#8@12" O.C. E.W.
WALL SECTION-B
SCALE-1"=1'-0"
TOP OF WALL
+ 4'-0"
FIN. FL. ELE.
100.00'
FIN. GRADE
FIN. GRADE -VARIES4'-0"8"#5 VERTICAL @ 48"O.C.
#5 HORIZONTAL W/ 24" LAP
#5 CROSS TIES
1-1/2" RIGID INSULATION
COMPACT GRAVEL FILL
POURED CONCRETE WALL
6" POURED REINFORCED CONCRETE FLOOR
WET SET POST BRACKET
VERTICAL METAL SIDING
FLASHING
TREATED 2X6 BASE GIRT
2'-0"
1'-0"
BOTTOM OF WALL
-4'-6"
WALL SECTION-C
SCALE-1"=1'-0"
TOP OF WALL
+ 4'-0"
FIN. FL. ELE.
100.00'
FIN. GRADE
FIN. GRADE -VARIES4'-0"#5 VERTICAL @ 48"O.C.
#5 HORIZONTAL W/ 24" LAP
#5 CROSS TIES
1-1/2" RIGID INSULATION
COMPACT GRAVEL FILL
POURED CONCRETE WALL
12" POURED REINFORCED CONCRETE FLOOR
WET SET POST BRACKET
VERTICAL METAL SIDING
FLASHING
TREATED 2X6 BASE GIRT
2'-0"
1'-0"
FIN. GRADE -4'-6"
BOTTOM OF SLAB
- 2'-0"
#5 VERTICAL @ 48"O.C.
#5 HORIZONTAL W/ 24" LAP
#5 CROSS TIES
POURED CONCRETE WALL
POURED CONCRETE
FLOOR / FOOTING
WET SET POST BRACKET
FIN. FL. ELE.
100.00'
TOP OF WALL
- 4'-0"
#8@12" O.C. E.W.
1'-4"6"4"BOTTOM OF GRAVEL
- 2'-8"
#8@12" O.C. E.W.
WALL SECTION-D
SCALE-1"=1'-0"
BOTTOM OF WALL
-4'-6"
BOTTOM OF SLAB
-2'-0"
BOTTOM OF SLAB
-2'-0"
COMPACT GRAVEL FILL
COMPACT GRAVEL FILL
#5 TURN UP AND DN @ 48" O.C.
2"
4"
2"
4"8"8"COMPACT GRAVEL FILL
COMPACT GRAVEL FILL
6"8"6"6'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"1-1/2" A.B.6'-1"1'-0"1'-0"1'-0"1'-0"1'-0"7"1-1/2" DIA A.B.
W/ 3" X 3" X 1/4"
WASHER
3'-0"#6 VERTICAL
WELD PLATE-REFER
TO SHEET S200
1" DIA. A.B.
W/ 2" X 2" X 1/4"
WASHER
NOTE:
BOTTOM OF FOOTING TO BE
A MIN. OF 36" BELOW GRADE
NOTE:
BOTTOM OF FOOTING TO BE
A MIN. OF 36" BELOW GRADE
NOTE:
BOTTOM OF FOOTING TO BE
A MIN. OF 36" BELOW GRADE
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: S300
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 FOUNDATION SECTIONSOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: S400
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 BUILDING SECTIONOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 3
12
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 TRUSS
PRE-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.
TOP OF WALL + 56'-8"
24" CONCRETE SLAB
24"
100.00 FIN. FL. ELE.
TOP OF WALL + 4'-0"
COMPACT GRAVEL FILL
COMPACT GRAVEL FILL
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
GIRDER TRUSSGIRDER TRUSSGIRDER 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
SHEET:PROJECT INFO: S500
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 ROOF FRAMING PLANOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 44'-0"
TRUSS TYPE-B
SCALE-1/4"=1'-0"
3
12
8'-6"
3
12
DUPLEX RECEPTACLE
WATER / DUST PROOF OUTLET
GROUND FAULT INTERRUPTER
FOUR PLEX-FOUR GANG RECEPTACLE
DATA / PHONE
ELECTRICAL LEGEND
W/D
GFI
ELECTRICAL PANEL DIAGRAM
TYPICAL SUB PANEL
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
31
33
35
37
39
41
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
LIGHTSSH-1
RECEPTACLES
PANEL-1
NEW 200 AMP
42 CIRCUIT
PANEL
120/208V
SINGLE PHASE
METER
GROUND
ELECTRICAL
MAIN PANEL
800 AMP
120/280V AC
THREE PHASE
4 WIRE, ALUM BUS
ELECTRICAL PANEL
GROUNDING SCHEMATIC
BUILDING POWER PLAN
SCALE-3/16"=1'-0"N
PANEL-A
200 AMP
4O CIRCUIT
120/208V
SINGLE PHASE
SINGLE PHASE
TRANSFORMER
PANEL-A
200 AMP
4O CIRCUIT
120/208V
SINGLE PHASE
PANEL-B
200 AMP
4O CIRCUIT
120/208V
SINGLE PHASE
PANEL-C
200 AMP
4O CIRCUIT
120/208V
SINGLE PHASE
EQUIPMENT
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: E100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 ELECTRICAL POWER PLANOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 WPWP
WPWP
WP
WPWP
WPWP
WP
WP
WP
WP
WP
WPWP
ABOVE
COUNTERGFI
GFI
GFI
WP
WP
WP
WPWPWP
WPWP
WP
WP
WP
WP
FIELD VERIFY LOCATION
FOR VERTICAL DOOR OPENER
FIELD VERIFY LOCATION
FOR DOOR OPENER
DISCONNECTS
DUPLEX RECEPTACLE
WATER / DUST PROOF OUTLET
GROUND FAULT INTERRUPTER
FOUR PLEX-FOUR GANG RECEPTACLE
DATA / PHONE
ELECTRICAL LEGEND
ELECTRICAL PANEL
GROUNDING SCHEMATIC
WP
MOP
SINK
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO:
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 OWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 WH
E
S
24"X 24" LED HIGH BAY 2 LAMP
FIXTURE.
2 LAMP 48" 2 LAMP LED SURFACE
MOUNT FIXTURE
EMERGENCY
4" LED RECESSED CAN FIXTURE
WALL PACK-DAY/NIGHT SENSOR
EXIT LIGHT WITH BATTERY PACK
SWITCH
EXHAUST FAN
LIGHTING LEGEND
W
E
W
SCALE-3/16"=1'-0"
MAIN FLOOR LIGHTING PLAN
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO: E200
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 LIGHTING PLANOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 E
E
E E
E
E
EE
W
WW
WW
WW
WW
WW
WW WW
SIGN LIGHTING ABOVE
SSSSSSSSSSSSSSSSMOP
SINK
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO:
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 OWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 WH
MAIN FLOOR MECHANICAL PLAN
SCALE-3/16"=1'-0"
HP-1
SH-2
WH-2HP-1
HP-2
HP-3
HP-4
HP-1,2,3 DAIKIN HEATING AND COOLING HEAT PUMP-MINI SPLIT UNITS.
EXTERIOR UNITS-2MXS18NMVJU, INTERIOR UNITS-CTXG12QVJUW/S
SH-1,2,3,4 OMEGA 2 BURNER MODEL-0931.NG/LP-130,000 BTU
WH-1,2 BROAN SURFACE MOUNT ELECTRIC WALL MOUNT HEATERS
2560/5120-208/240 VAC SINGLE PHASE
MAIN FLOOR MECHANICAL PLAN
SCALE-3/16"=1'-0"
N
M100
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO:
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 MECHANICAL PLANOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 HP-2
HP-3
SH-1
SH-3
SH-4
WH-3
MOP
SINK
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO:
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 OWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 WH
BATCH PLANT PLUMBING MAIN FLOOR
SCALE-3/16"=1'-0"
RF
2'-0"
HEADER
HEADER
DUST
COLLECTOR
WHTRUCK ENTRANCEBATCH PLANT PLUMBING LEGEND
WATER LINE COLD
WATER LINE HOT
GAS LIINE
AIR LINE
SANITARY LINE
3-24" WATER BLADDER TANKS
PUMPPUMP
EXISTING WELL
GAS METER
GAS
SUSPENDED
HEATER
GAS
SUSPENDED
HEATER
AIR
COMPRESSOR
1"
1"
AIR
COMPRESSOR
3/4"
3/4"
3/4"
1"
HOSE BIB
2"
2"
2"
2"
1"UP TO WATER
TANK
3"
3"
3"
3"
3"UP TO WATER
TANK
PLEASE REFER TO THE ELEVATED
WATER TANK PORT DETAIL-A THIS SHEET
3"
3"
ELEVATED WATER TANK
1"
TO MIXER
BUTTER FLY
VALVE
MANUAL
HAND
VALVE
BUTTER FLY
VALVE
TP THERMOSTAT
PORT
ELEVATED WATER TANK DETAIL-A
SCALE-3/16"=1'-0"
UP FROM WATER
HEATER
UP FROM
BLADDER
P100
DRAWN BY: JB
DATE: 08/29/31
REV:10/26/22
REV:11/23/22
REV: 12/30/22
REV: 03/03/23
SHEET:PROJECT INFO:
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 BATCH PLANT PLUMBINGOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 GAS
SUSPENDED
HEATER
GAS
SUSPENDED
HEATER
GAS
SUSPENDED
HEATER
GAS
SUSPENDED
HEATER
TO PUBLIC
SANITARY
30 GAL. GAS TANK
WATER HEATER
OFFICE PLUMBING ISOMETRIC
N.T.S
TO PUBLIC
SANITARY
LAV
TOILET
MOP SINK
TOILET
LAV
CLEAN
OUT
VTR
4"
2"
3"
2"
3"2"
2"
2"
2"
2"
2"
3"
SINK
2"
2"