HomeMy WebLinkAboutPress Box Elev. Height - Elevations & SectionsFIRST FLOOR
EL 100'-0"
A
B
NEW ELEVATOR SHAFT
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
ADAB
PRESS BOX LOWER LEVEL
EL 139'-8"
3
A5.01
A
A4.01
5
A10.05
3
A5.04
2
A5.03
CAST STONE WALL CAP
MODULAR SIZE FACE BRICK
REFER TO ENLARGED PRESSBOX
ELEVATIONS
CLEAN AND PREPARE EXISTING CONCRETE
WALL SURFACES AND APPLY NEW
ELASTOMERIC COATING SYSTEM
ALUMINUM RAMP ASSEMBLY
CLEAN EXISTING EXPOSED BRICK MASONRY
FULL HEIGHT AND LENGTH FOR ENTIRE
BUILDING, REFER TO MASONRY CLEANING
SPECIFICATION FOR ADDITIONAL INFORMATION
CAST STONE WALL CAP
FIXED LOUVER -REFER TO MECHANICAL
DRAWINGS FOR SIZE
MODULAR SIZE FACE BRICKMETAL ROOF SCREEN ON STEEL FRAMING
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH
STRUCTURAL STEEL FRAMING (PAINT)
AA
AC
EL. 110'-0"EL. 110'-8"
EJ EJ EJ
EJ EJ
EJ
ALUMINUM CLOSURE PANELS
A
B
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AD AB
PRESS BOX LOWER LEVEL
EL 139'-8"
3
A5.01
2
A5.01
A
A4.01
2
A5.04
2
A5.03
REFER TO ENLARGED PRESSBOX
ELEVATIONS
CLEAN AND PREPARE EXISTING CONCRETE
WALL SURFACES AND APPLY NEW
ELASTOMERIC COATING SYSTEM
ALUMINUM RAMP ASSEMBLY
CLEAN EXISTING EXPOSED BRICK MASONRY
FULL HEIGHT AND LENGTH FOR ENTIRE
BUILDING, REFER TO MASONRY CLEANING
SPECIFICATION FOR ADDITIONAL INFORMATION
SITE FENCING AND GATES, REFER TO SITE
DRAWINGS
METAL ROOF SCREEN ON STEEL FRAMING
STRUCTURAL STEEL FRAMING (PAINT)
MODULAR SIZE FACE BRICK
CAST STONE WALL CAP
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH
EJEJEJ
EJ EJ
AA
AC
FIXED LOUVER -REFER TO MECHANICAL
DRAWINGS FOR SIZE
EL. 110'-0"
FIXED LOUVER -REFER TO MECHANICAL
DRAWINGS FOR SIZE
FIXED LOUVER -REFER TO MECHANICAL
DRAWINGS FOR SIZE
(BEHIND FENCING)
ALUMINUM CLOSURE PANELS
123456789101112137.3 6.7
3
A4.03
4
A4.03
1
A4.02
2
A4.02
5
A4.04
6
A4.04
7
A4.05
8
A4.05
9
A4.05 5.18.9
4
A5.02
3
A5.03
CAST STONE WALL CAPMODULAR SIZE FACE BRICK
ALUMINUM PIPE AND TUBE RAILING
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH AND REVEALS
APPROXIMATE FINISH GRADE
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH AND REVEALS
EJEJEJEJ
10'-0" 18'-8" 18'-8" 18'-8" 18'-10" 10'-0"
EJ
10'-0" 18'-0" 17'-4" 18'-0" 10'-0"
EJ
EJ EJ EJ EJ
EJ
EJEJEJ
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH AND REVEALSALUMINUM PIPE AND TUBE RAILING
CAST STONE WALL CAP
MODULAR SIZE FACE BRICK
CONCRETE SITE WALL WITH RUBBED
CONCRETE FINISH
12.9 12.1 1.11.9
BRICK PIER WITH CAST STONE CAP, REFER TO
SITE DRAWINGS FOR LOCATIONSBRICK PIER WITH CAST STONE CAP, REFER TO
SITE DRAWINGS FOR LOCATIONS
5
A5.02
10'-0"
3'
-
8
"
+
/
-
1
10'-0"
1
3'
-
8
"
+
/
-
MECH UNIT
1
TRAFFIC COATING
SEE SHEETS A1.06 AND A1.07 FOR ADDITIONAL
INFORMATION
ELASTOMERIC COATING
TYPICAL AT ALL SIDES, TOP, FRONT, BACK AND
BOTTOM
CONCRETE COATING LEGEND
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
WWW.FHAI.COM
ARCHITECT
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
8/
2
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
BUILDING A ELEVATIONS
A3.03
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 1/8" = 1'-0"
NORTH ELEVATION BUILDING A2
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION BUILDING A3
PLAN
NORTH
SCALE: 1/8" = 1'-0"
WEST ELEVATION BUILDING A -FRONT WALLS1
SCALE: 1/4" = 1'-0"
TICKET BOOTH WEST ELEVATION4
SCALE: 1/4" = 1'-0"
TICKET BOOTH EAST ELEVATION5
SCALE: 1/4" = 1'-0"
6 TICKET BOOTH NORTH ELEVATION
SCALE: 1/4" = 1'-0"
7 TICKET BOOTH SOUTH ELEVATION
3
1
2
REV.
NO.DESCRIPTION DATE
1 ADDENDUM NO. 2 8.23.2024
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
A
B
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AD AB
9
A2.02
PRESS BOX LOWER LEVEL
EL 139'-8"
EL. 132'-4 1/2"
A
A4.01
CAMERA
A405COMMONS
A401
COMMONS
A301
SPIRIT SHOP
A207
ELE. LOBBY
A209
COACHES
A124
CORRIDOR
A116
CHANGING ROOM
A115
STORAGE
A121STUDENT
COMMONS
A136
CONCOURSE
A208
REMOVE TOP OF BRICK
AND CMU WALL AND
REBUILD AFTER SLAB
CONSTRUCTION
A5.04
1
2
A5.04
12
'
-
4
1
/
2
"
7'-
8
1
/
2
"
5
A10.05
14
'
-
8
"
4
A5.03
AA
AC
2
A2.03
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AD AB
PRESS BOX LOWER LEVEL
EL 139'-8"
A
A4.01
AA
A4.01
W.H.J.E
A408STAIRS
A411
COMMONS
A401
COMMONS
A301
STUDENT
COMMONS
A136
MECHANICAL
B102
CUSTODIAL
B123
CORRIDOR
A116
HEAD COACH
OFFICE
B119
VESTIBULE
B121
AA
AC
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
WWW.FHAI.COM
ARCHITECT
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
7/
2
6
/
2
0
2
4
2
:
1
2
:
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
BUILDING SECTIONS
A4.04
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 1/8" = 1'-0"
GRANDSTAND A SECTION 55
SCALE: 1/8" = 1'-0"
GRANDSTAND A SECTION 66
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AD
PRESS BOX LOWER LEVEL
EL 139'-8"
2
A5.04
EL. 135'-8"
1'-0" 10 3/8"
SHEET WATERPROOFING
4
A5.03
AC
7'-
7
1
/
2
"
GEOTEXTILE-FACED WALL INSULATION,
DRAINAGE PANELS
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
SUMP PIT
8" CMU
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
A2.03
4
1'-4" 1'-8 3/8" 7 5/8" 6'-8 3/4" 1'-4"
1'-2"
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
PLAZA DECK PAVERS AND PAVER PEDESTALS
PRECAST CONCRETE PLANKS, REFER TO
STRUCTURAL
CONCRETE BEAM, REFER TO STRUCTURAL
DRAWINGS
EL. 110'-4"
A2.02
5
SIM.
8" CMU
8" CMU
2 1/8" CAVITY WALL INSULATION
MODULAR SIZE FACE BRICK
MODULAR SIZE FACE BRICK
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS)
STEEL BEAM -REFER TO STRUCTURAL DRAWINGS
R30 KRAFT-FACED GLASS-FIBER BLANKET INSULATION
8" CMU
FORMED METAL WALL PANEL -COLOR A
6" COLD-FORMED METAL FRAMING
HEAT AND SMOKE VENT
ELEVATOR HOIST BEAM
EL. 169'-8"
10" 1'-10 3/8" 7 5/8" 6'-8 3/4"
A2.03
5
A2.03
1
ELEVATOR DOOR AND FRAME
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO CEILING
PLANS
CONCRETE SLAB ON METAL
DECK IN PIPE CHASE
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
ACOUSTICAL PANEL CEILING -REFER TO CEILING
PLANS
ELEVATOR DOOR AND FRAME
A1.00
3
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
CONCRETE COLUMN FOOTING -REFER TO
STRUCTURAL DRAWINGS
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGS
ELEVATOR DOOR AND FRAME
A1.00
4
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
PRESS BOX LOWER LEVEL
EL 139'-8"
6.7
5
A4.04
1
A5.04
CONCRETE FOOTING -REFER TO STRUCTURAL
DRAWINGS
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGS
GEOTEXTILE-FACED WALL INSULATION,
DRAINAGE PANELS
SHEET WATERPROOFING
CAST-IN-PLACE CONCRETE -REFER TO
STRUCTURAL DRAWINGS
8" CMU
8" CMU
EL. 110'-4"
A2.02
5
A2.02
5
SIM.SIM.
PLAZA DECK PAVERS AND PAVER PEDESTALS
PRECAST CONCRETE PLANKS, REFER TO
STRUCTURAL
CONCRETE BEAM, REFER TO STRUCTURAL
DRAWINGS
7 5/8"8'-4"7 5/8"
4 5/8"
1'-3 3/8" 1'-4"
MODULAR SIZE FACE BRICK
2 1/8" CAVITY WALL INSULATION
8" CMU
8" CMU
A1.00
4 A1.00
4
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
A2.03
5
HEAT AND SMOKE VENT
A2.03
5
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
8" CMU
8" CMU
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
8" CMU
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
2 1/8" CAVITY WALL INSULATION
MODULAR SIZE FACE BRICK
ELEVATOR DOOR AND FRAME
WATERSTOP, REFER TO STRUCTURAL
DRAWINGS
GENERAL NOTES
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
A. COORDINATE ALL LINTEL AND BOND BEAM
REQUIREMENTS WITH STRUCTURAL DRAWINGS AND
PROJECT MANUAL.
B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND FOOTING CONDITIONS.
C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND
OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D.
PER PROJECT MANUAL.
D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO
DIVISION 07 SECTION "THERMAL INSULATION" FOR
SPRAY POLYURETHANE INULATION REQUIRED AT
THESE LOCATIONS.
E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY
POLYURETHANE INSULATION OR SEALANT AROUND ALL
PENETRATIONS OF THE WALL INSULATION BY PIPING,
CONDUITS, FRAMING, STRUCTURE, ETC.
F. ALL VISIBLE CMU WALLS TO BE STACK BOND TO MATCH
EXISTING.
FIRST FLOOR
EL 100'-0"
SECOND FLOOR /
CONCOURSE
EL 112'-4 1/2"
2
CONCRETE SLAB ON VAPOR BARRIER ON
DRAINAGE FILL -REFER TO STRUCTURAL
DRAWINGS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
12" CMU
MODULAR SIZE FACE BRICK
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
METAL DECK -REFER TO STRUCTURAL
DRAWINGS. FOR SIZE AND DIRECTION
3" CAVITY WALL INSULATION
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
5/8" GYPSUM WALLBOARD (GWB)
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
1'-2 7/8"5 5/8"
1/2"
CAVITY WALL FLASHING AND ACCESSORIES,
REFER TO TYPICAL DETAIL 4-A5.01
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
1.9
A6.03
T2
SIM
A2.02
4
TYP.
PLAZA DECK PAVERS AND PAVER PEDESTALS
FILTER FABRIC ON 4" RIGID ROOF INSULATION
ON DRAINAGE COMPOSITE ON 3/16"
PROTECTION BOARD ON WATER PROOFING
MEMBRANE ON SLOPING CONCRETE TOPPING
SLAB
PRECAST CONCRETE PLANKS, REFER TO
STRUCTURAL
SLOPED CONCRETE TOPPING SLAB, 2" MIN AT
DRAINS, 1/4" PER FT MIN SLOPE
1'-8 1/2"
CONCRETE FOOTING -REFER TO STRUCTURAL
DRAWINGS
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
WWW.FHAI.COM
ARCHITECT
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
7/
2
6
/
2
0
2
4
2
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:
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
WALL SECTIONS
A5.04
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 3/8" = 1'-0"
ELEVATOR SECTION - EAST - WEST1
SCALE: 3/8" = 1'-0"
ELEVATOR SECTION - NORTH - SOUTH2
PLAN
NORTH
SCALE: 3/4" = 1'-0"
WALL SECTION3
REV.
NO.DESCRIPTION DATE
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AB
REFER TO TYPICAL PARAPET AND METAL
COPING DETAIL
EL. 171'-8"
BOTTOM OF SOFFIT
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
TOP OF FRAMING
5/8" GYPSUM WALLBOARD (GWB)
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
EXISTING WALL TO REMAIN
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
PRESS BOX LOWER LEVEL
EL 139'-8"
6 PANEL SLIDING DOOR ASSEMBLY
24" HIGH DIMENSIONAL LETTER SIGNAGE, FONT
TO BE HELEVTICA
A
A4.01
EL. 135'-8"
7/8" METAL FURRING (HAT) CHANNELS AT 1'-4"
O.C.
1 1/2" COLD FORMED METAL CHANNELS AT 4'
O.C., SUSPENDED FROM STRUCTURE ABOVE
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
R30 KRAFT-FACED GLASS-FIBER BLANKET
INSULATION
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
EL. 133'-1"
EL. 135'-4"
A5.06
5
CAMERA
A405
MEDIA SEATING
A304
A2.03
1
9'-11 3/4" TO FACE OF STUD
9'-11 3/4"
9'-11 3/4"
EL. 135'-8"
REMOVE TOP OF MASONRY WALL FOR
INSTALLATION OF NEW VIP SEATING AREA.
REBUILD WALL AFTER COMPLETION, LEAVE 1"
GAP AT TOP AND FILL WITH SPRAY
POLYURETAHNE FOAM AND JOINT SEALANT
EL. 141'-8"
COUNTERTOP, REFER TO EQUIPMENT PLANS
AND DETAILS
CO
L
O
R
A
2'-
4
"
CO
L
O
R
B
2'-
8
"
CO
L
O
R
A
2'-
8
"
FORMED METAL WALL PANEL -COLOR A
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
FORMED METAL WALL PANEL -COLOR A
COUNTERTOP, REFER TO EQUIPMENT
PLANS AND DETAILS
3 5/8" METAL STUDS AT 1'-4" O.C. (20
GA)
5/8" GYPSUM WALLBOARD (GWB)
5'-3 1/4" 4'-8 1/2"
CONCRETE SLAB ON METAL DECK
-REFER TO STRUCTURAL DRAWINGS
PRECAST CONCRETE SEATING AN
VERTICALS, REFER TO STRUCTURAL
DRAWINGS
A10.01
13
TRAFFIC COATING ON NEW
CONCRETE
ELASTOMERIC COATING ON ALL
EXPOSED CONCRETE SURFACES
TRAFFIC COATING ON NEW
CONCRETE
CO
L
O
R
A
2'-
8
"
CO
L
O
R
B
2'-
8
"
EL. 135'-4"
FORMED METAL WALL PANEL -COLOR A
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
EL. 151'-0"
GLAZED ALUMINUM CURTAIN WALL
AA
EL. 157'-2"
EL. 164'-0"
7 1/2" DEEP ALUMINUM CURTAINWALL FRAME
3'-
6
"
42" HIGH POWDER COATED
ALUMINUM FLOOR MOUNTED
PIPE RAIL FULL LENGTH OF
SLIDING WINDOWS
1
9
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
REFER TO TYPICAL PARAPET AND METAL
COPING DETAIL
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
SOLID SURFACE WINDOW SILL
5/8" GYPSUM WALLBOARD (GWB)
EL. 151'-0"
SOLID SURFACE WINDOW SILL
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
PRESS BOX LOWER LEVEL
EL 139'-8"
T./FRAMING
B./OPENING
8.9
EL. 171'-8"
A2.03
1
EL. 135'-8"
B. SOFFIT
A5.06
5
1'-2 3/4"
11 1/8" 3/4"
3 1/4" +/-
3'-0"
3 1/4" +/-
EL. 146'-2"
EL. 164'-0"
CO
L
O
R
A
2'-
8
"
CO
L
O
R
B
2'-
8
"
CO
L
O
R
A
2'-
4
"
1'-3" 6"
1'-2 3/4" 6"
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
STEEL STRINGER, CONCRETE FILLED METAL
PAN STAIRS. PROVIDE TRAFFIC COATING ON
CONCRETE WALKING SURFACES, PAINT STEEL
SURFACES
STEEL TUBE (PAINT) -REFER TO
STRUCTURAL DRAWINGS
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
7/8" METAL FURRING (HAT) CHANNELS AT 1'-4"
O.C.
1 1/2" COLD FORMED METAL CHANNELS AT 4'
O.C., SUSPENDED FROM STRUCTURE ABOVE
R30 KRAFT-FACED GLASS-FIBER BLANKET
INSULATION
CO
L
O
R
B
2'-
8
"
CO
L
O
R
A
2'-
8
"
FORMED METAL WALL PANEL -COLOR A
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
5/8" GYPSUM WALLBOARD (GWB)
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
EL. 157'-2"
GLAZED ALUMINUM CURTAIN WALL
GLAZED ALUMINUM CURTAIN WALL
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
C12 STRINGER WITH 1/4"
STEEL CLOSURE PLATE
(PAINT)
1
A10.03
5
9
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
EL. 171'-8"
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
REFER TO TYPICAL PARAPET AND METAL
COPING DETAIL
5/8" GYPSUM WALLBOARD (GWB)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
PRESS BOX LOWER LEVEL
EL 139'-8"
T./ FRAMING
8.9
A5.06
5
FIREBLOCK STUD CAVITIES AT FLOOR LEVELS,
TYPICAL
ALUMINUM PIPE AND TUBE RAILING
C12 WITH 1/4" PLATE AROUND ENTIRE
PERIMETER OF BALCONY (PAINT)
FORMED METAL WALL PANEL -COLOR A
5/8" PLYWOOD WALL SHEATHING
A5.06
5
SIM.
1 5/8" METAL STUDS AT 1'-4" O.C. (20 GA)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
7/8" METAL FURRING (HAT) CHANNELS AT 1'-4"
O.C.
1 1/2" COLD FORMED METAL CHANNELS AT 4'
O.C., SUSPENDED FROM STRUCTURE ABOVE
THRESHOLD
ALUMINUM STOREFRONT FRAMING
FORMED METAL WALL PANEL -COLOR A
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
6" COLD-FORMED METAL FRAMING
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
7/8" METAL FURRING (HAT) CHANNELS AT 1'-4"
O.C.
1 1/2" COLD FORMED METAL CHANNELS AT 4'
O.C., SUSPENDED FROM STRUCTURE ABOVE
R30 KRAFT-FACED GLASS-FIBER BLANKET
INSULATION
5/8" GYPSUM WALLBOARD (GWB)
CO
L
O
R
A
2'-
8
"
CO
L
O
R
B
2'-
8
"
1
1
'
-
4
"
A2.03
1
4' LONG SOFFIT VENT FOR DEFS
1
GENERAL NOTES
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
A. COORDINATE ALL LINTEL AND BOND BEAM
REQUIREMENTS WITH STRUCTURAL DRAWINGS AND
PROJECT MANUAL.
B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND FOOTING CONDITIONS.
C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND
OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D.
PER PROJECT MANUAL.
D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO
DIVISION 07 SECTION "THERMAL INSULATION" FOR
SPRAY POLYURETHANE INULATION REQUIRED AT
THESE LOCATIONS.
E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY
POLYURETHANE INSULATION OR SEALANT AROUND ALL
PENETRATIONS OF THE WALL INSULATION BY PIPING,
CONDUITS, FRAMING, STRUCTURE, ETC.
F. ALL VISIBLE CMU WALLS TO BE STACK BOND TO MATCH
EXISTING.
G. CAVITY WALL INSULATION AT CAST-IN-PLACE
CONCRETE TO EXTEND TO TOP OF PAVERS
1
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
WWW.FHAI.COM
ARCHITECT
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
WALL SECTIONS -PRESSBOX
A5.05
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 1/2" = 1'-0"
WALL SECTION - FRONT OF PRESSBOX1
SCALE: 1/2" = 1'-0"
WALL SECTION - PRESSBOX SIDE2
SCALE: 1/2" = 1'-0"
WALL SECTION - BALCONY DOOR3
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
1 ADDENDUM NO. 2 8.23.2024
GENERAL NOTES
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
A. COORDINATE ALL LINTEL AND BOND BEAM
REQUIREMENTS WITH STRUCTURAL DRAWINGS AND
PROJECT MANUAL.
B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL
FOUNDATION AND FOOTING CONDITIONS.
C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND
OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D.
PER PROJECT MANUAL.
D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO
DIVISION 07 SECTION "THERMAL INSULATION" FOR
SPRAY POLYURETHANE INULATION REQUIRED AT
THESE LOCATIONS.
E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY
POLYURETHANE INSULATION OR SEALANT AROUND ALL
PENETRATIONS OF THE WALL INSULATION BY PIPING,
CONDUITS, FRAMING, STRUCTURE, ETC.
F. ALL VISIBLE CMU WALLS TO BE STACK BOND TO MATCH
EXISTING.
G. CAVITY WALL INSULATION AT CAST-IN-PLACE
CONCRETE TO EXTEND TO TOP OF PAVERS
1
5
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
PRESS BOX LOWER LEVEL
EL 139'-8"
5.1
2
A5.06
3
A5.06
1'-9"
A2.03
1
A5.06
5
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
5/8" GYPSUM WALLBOARD (GWB)
8" COLD-FORMED METAL FRAMING
EL. 135'-8"
CO
L
O
R
A
2'
-
8
"
CO
L
O
R
B
2'
-
8
"
CO
L
O
R
A
25
'
-
4
"
CO
L
O
R
B
2'
-
8
"
CO
L
O
R
A
2'
-
8
"
STRUCTURAL COLUMN -REFER TO
STRUCTURAL DRAWINGS
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
STEEL BEAM -REFER TO STRUCTURAL
DRAWINGS
FORMED METAL WALL PANEL -COLOR A
EL. 171'-8"
STEEL STAIR STRINGER
6" COLD-FORMED METAL FRAMING
8" COLD-FORMED METAL FRAMING
5/8" GYPSUM WALLBOARD (GWB)
STRUCTURAL STEEL FRAMING (PAINT)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
6" COLD-FORMED METAL FRAMING
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LEVEL 2 (NEW)
EL 155'-0"
PRESS BOX TOP OF STEEL
EL 167'-4"
AD
PRESS BOX LOWER LEVEL
EL 139'-8"
1
A5.06
A2.03
1
EL. 135'-8"
A5.06
5 CO
L
O
R
A
2'
-
8
"
CO
L
O
R
B
2'
-
8
"
CO
L
O
R
A
25
'
-
4
"
CO
L
O
R
B
2'
-
8
"
CO
L
O
R
A
2'
-
8
"
MEMBRANE ROOFING SYSTEM (ADHERED) ON
1/4" COVER BOARD ON TAPERED ROOF
INSULATION (1/4" PER FOOT, 2" MINIMUM) ON
VAPOR RETARDER OVER FLAT METAL ROOF
DECK
FORMED METAL WALL PANEL -COLOR A
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
8" COLD-FORMED METAL FRAMING
5/8" GYPSUM WALLBOARD (GWB)
STEEL STAIR STRINGER
10"
2" 3'-0 1/2" 2"
4 7/8"
2" 3'-0 1/2" 2"
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
6" COLD-FORMED METAL FRAMING
8" COLD-FORMED METAL FRAMING
6" COLD-FORMED METAL FRAMING
ACOUSTICAL PANEL CEILING -REFER TO
CEILING PLANS
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
AC
5
AD
5.1
1
A5.06
1'-9"
10
"
STRUCTURAL COLUMN -REFER TO
STRUCTURAL DRAWINGS
6" COLD-FORMED METAL FRAMING
6" COLD-FORMED METAL FRAMING
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
FORMED METAL WALL PANEL -COLOR A
ALL FORMED METAL PANELS
CORNERS TO BE MITERED
AC
5
AD
5.1
1
A5.06
10
"
1'-9"
STRUCTURAL COLUMN -REFER TO
STRUCTURAL DRAWINGS
8" COLD-FORMED METAL FRAMING
8" COLD-FORMED METAL FRAMING
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
FORMED METAL WALL PANEL -COLOR A
ALL FORMED METAL PANELS
CORNERS TO BE MITERED
AC
1
FORMED METAL WALL PANELS
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
FORMED METAL WALL PANEL CLOSURE TRIM
AIR BARRIER TRANSITION MEMBRANE
INFILL WITH TREATED WOOD
BLOCKING CUT AS REQUIRED
6" COLD-FORMED METAL FRAMING AT 16" O.C.
INFILL BETWEEN STRUCTURAL TUBE FRAMING
7/8" METAL FURRING (HAT) CHANNELS AT 1'-4"
O.C.
1 1/2" COLD FORMED METAL CHANNELS AT 4'
O.C., SUSPENDED FROM STRUCTURE ABOVE
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
CONCRETE WALL, REFER TO STRUCTURAL
DRAWINGS (EAST WALL OF PRESSBOX ONLY)
R30 KRAFT-FACED GLASS-FIBER BLANKET
INSULATION
9
PRESS BOX LEVEL 1 (NEW)
EL 143'-0"
PRESS BOX LOWER LEVEL
EL 139'-8"
8.9
TO EDGE OF SLAB
2'-2 1/2"
EL. 141'-0"
ALUMINUM PIPE AND TUBE RAILING
CONCRETE SLAB ON METAL DECK -REFER TO
STRUCTURAL DRAWINGS
FORMED METAL WALL PANEL CLOSURE TRIM
DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DEFS)
FORMED METAL WALL PANELS
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
TRAFFIC COATING ON NEW CONCRETE
FORMED METAL WALL PANELS
VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE
AIR BARRIER
3.1" PLYWOOD -SURFACED,
POLYISOCYANURATE FOAM WALL SHEATHING
(R16.1)
5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT)
SHEATHING
PREFORMED JOINT SEAL
TRAFFIC COATING INSTALLER TO RUN DETAIL
FLASHING OVER GAP AND UP WALL 4" AND
COVER WITH TRAFFIC COATING
FORMED METAL WALL PANEL CLOSURE TRIM8" COLD-FORMED METAL FRAMING
8" COLD-FORMED METAL FRAMING
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
5201 E Main Street, Carmel, IN 46033
317-844-9961
8/
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RC
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p
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PROJECT NUMBER: 222154.00
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
WALL SECTIONS -PRESSBOX
A5.06
PROJECT ISSUE DATE: 7.26.2024
100% CONSTRUCTION DOCUMENTS
DRAWN BY: TPV
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: MKS
SCALE: 3/4" = 1'-0"
WALL SECTION1
SCALE: 3/4" = 1'-0"
WALL SECTION2SCALE: 3/4" = 1'-0"
PRESSBOX CORNER COLUMN DETAIL - LOW3
SCALE: 3/4" = 1'-0"
PRESSBOX CORNER COLUMN DETAIL - HIGH4
SCALE: 1 1/2" = 1'-0"
PRESSBOX SOFFIT DETAIL5
SCALE: 3/4" = 1'-0"
BALCONY TO WALL DETAIL6
REV.
NO.DESCRIPTION DATE
1 ADDENDUM NO. 2 8.23.2024