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SPACERS ® 41
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upper Level Plan @ Pavilion Cupola/ Trellis
1/2" 1° - o r r
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JOINT
JOINT
BRICK VENEER
BELOW LIMEST
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FIBERG
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LIMESTONE
CAP
12"0 COMPOSITE
FIBERGLASS COLUMN
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NOTE:
ALL DIMENSIONS TO
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CAP.
4
JOINT
BRICK VENEER
BELOW
�- 12"0 COMPOSITE
FIBERGLASS COLUMN
JOINT
2x12 TREATED JOISTS
CUT TO END PROFILE
SHOWN
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etail
NOTE:
ALL DIMENSIONS TO
BRICK VENEER BELOW
CAP.
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09/17/01
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NOTE:
ALL DIMENSIONS TO
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CAP.
4
JOINT
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BELOW
�- 12"0 COMPOSITE
FIBERGLASS COLUMN
JOINT
2x12 TREATED JOISTS
CUT TO END PROFILE
SHOWN
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etail
NOTE:
ALL DIMENSIONS TO
BRICK VENEER BELOW
CAP.
- USE #6 VERT. IN EA.
CELL GROUT SOLID
FULL HEIGHT (TYP.
0 ALL CORNERS)
10x8x16 CMU
- 4x8x16 CMU
- MODULAR BRICK
FOOTING BELOW
-
4"0 ROOF DRAIN PIPE
SEE CIVIL DWGS. FOR
STORM SEWER TIE IN
`_r Tr_
EA. WAY
PAINTED
TRIM
2x4 WOO
BLOCKING
3/4" O.S
Pavilion elevationrellis section
1/4"1' -Orr
"OOD BLOCKING
'D WOOD TRIM
O.S.B.
Keynotes
Div. 1 - General Requirements
1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS
INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO
DMSIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
Div. 2 - Site Construction
02300.A FINISH GRADE
02300.6 COMPACTED EARTH
02300.0 UNDISTURBED EARTH
02300.1) GRANULAR DRAINAGE FILL
02750.A CONCRETE SIDEWALK
02782.A UNIT PAVERS - CONCRETE ((2" X 18" X 18" NOM.)
02782.6 3/4" BITUMINOUS SETTING BED
Div. 3 - Concrete
03300.A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS
03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS
03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS
03300.0 STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS
Div. 4 - Masonry
04050.A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION
04050.6 VERTICAL CONTROL JOINT
04450.0 STAIN EXISTING BRICK - SEE SPECIFICATION SECTION 09984
04050.1) MORTAR NET
04060.A GROUT SOLID
04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT g 16" VERTICALLY
04090.8 FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24" O.C. VERTICALLY ON COLUMN AND
36" O.C. HORIZONTALLY ON BEAM
04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 15" O.C. VERTICALLY AND 16" O.C.
HORIZONTALLY
04090.D FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C.
04090.E TERMINATION BAR
04210.A 4" NOM. FACE BRICK
04210.6 4" NOM. TAPERED 'JACK ARCH' BRICK
04220.A 8" NOM. CONCRETE MASONRY UNIT
04220.13 10" NOM. CONCRETE MASONRY UNIT
04220.0 12" NOM, CONCRETE MASONRY UNIT
04220.1) 6" NOM, CONCRETE MASONRY UNIT
04405A DIMENSION LIMESTONE
04405.6 STRAP ANCHOR
04405.0 ROD ANCHOR
04405.1) EXPANSION ANCHOR
04405.E BITUMINOUS DAMPPROOFING
04405.F S.S. ADJUSTABLE ANGLE
04405.G S.S. ROD
04405.H SHIM & SETTING BUTTONS
04405.1 DIMENSION STONE - SETTING -BED MORTAR
04405.J DIMENSION STONE - POINTING MORTAR
04405A DIMENSION STONE - SEALANT JOINT AND BACKER ROD
04405.E DIMENSION STONE - FLASHING W/ WEEP HOLES 0 24" O.C.
04405.M DIMENSION STONE - PAVER{2" X 18" X 18" NOM.
04405.N DIMENSION STONE - 2 1/2" THICK LIMESTONE NOSING
04405.0 DIMENSION STONE .: LATEX MODIFIED PORTLAND CEMENT SETTING BED MORTAR
Div. 5 - Metals
05120A STRUCTURAL STEEL FRAMING MEMBER; REFERENCE STRUCTURAL DRAWINGS,
05120.6 CONTINUOUS STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS
05192A PREFABRICATED COLD -FORMED METAL TRUSSES
05300.A STEEL ROOF DECKING; REFERENCE STRUCTURAL DRAWINGS.
05400.A 6" "C" SHAPED 20 GA, STEEL STUDS @ 16" O.C. WITH HORIZONTAL BRIDGING SPACED AT
NOT MORE THAN 4'-6" O.C.
05400.6 C" SHAPED STEEL STUD BOX UNTEL (SAME SIZE AND GAUGE AS ADJACENT WALL)
05400.0 LIGHT GAUGE STEEL MEMBER; REFERENCE STRUCTURAL DRAWINGS,
05500.A MISC. STEEL (SEE DRAWINGS FOR SIZES)
05500.8 1-1/2" O.D. PIPE RAILING
05500.0 .WALL BRACKET WITH CONCEALED ANCHORAGE
05500.D PAINTED STEEL LADDER
05500.E MISC. STEEL CUP ANGLES AND CONNECTIONS; ATTACH TO TO FRAMING OR TUBE STEEL.
Div. 6 - Wood and Plastics
06100.A TREATED WOOD BLOCKING
06100.6 TREATED WOOD SHIM
06100.0 3/4" TREATED PLYWOOD
06100.1) 3/8" TREATED PLYWOOD
06200A FINISH CARPENTRY
06400A ARCHITECTURAL WOODWORK
06445.A SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE087500 - PAINTED
064453 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 098800 -PAINTED
06445.0 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED
06445.D SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 09800 - PAINTED
Diva 7 - Thermal and Moisture Protection
07110A BITUMINOUS DAMPPROOFING
0721 OA 1/2" EXTRUDED POLYSTYRENE INSULATION
07210.8 6 MIL POLYETHYLENE VAPOR RETARDER
07210.0 R-11 UNFACED GLASS FIBER BATT INSULATION
07210.D R-19 UNFACED GLASS FIBER BATT INSULATION
07210.E COMPRESSIBLE INSULATION - FILL ENTIRE PERIMETER
07210.E CHICKEN WIRE ON EXTERIOR FACE OF STUD TO HOLD INSULATION IN PLACE
07214.A FOAMED -IN-PLACE INSULATION
07270A AIR INFILTRATION BARRIER - IAP OVER FLEXIBLE SHEET FLASHING, WHERE APPLICABLE;
SEAL FLASHING TO SHEATHING; SEAL AIR INFILTRATION BARRIER TO FLASHING.
07311.A ASPHALT SHINGLES
07311.13 ASPHALT UNDERLAYMENT
0731 t.0 ICE PROTECTION UNDERLAYMENT
07550A MODIFIED BITUMEN ROOFING SYSTEM - HOT MOPPED
07550.8 MODIFIED BITUMEN ROOFING SYSTEM - CANT STRIP
07550.0 MODIFIED BITUMEN ROOFING SYSTEM - FLASHING
07550.D MODIFIED BITUMEN ROOFING SYSTEM - 1' UNIFORM THICKNESS BOARD
ROOF INSULATION
07550.E MODIFIED BITUMEN ROOFING SYSTEM - TAPERED ROOF INSULATION BOARD; 1/4" PER
FOOT SLOPE; 1/2" MINIMUM THICKNESS
07600.A 20 OZ. COPPER COUNTER FLASHING ASSEMBLY
07600.8 COPPER GUTTER
07600.0 COPPER DOWNSPOUT AND HANGER
07600.D COPPER SCUPPER
07600.E COPPER FLASHING
07600.F CONCRETE SPLASH BLOCK
0760O.G COPPER CONDUCTOR BOX
0761O.A METAL ROOFING - COPPER
07610.8 METAL ROOFING - COPPER - BUILDING PAPER SUP SHEET
07610.0 METAL ROOFING - COPPER - ORGANIC FELTS
07610.D -G NOT USED
0761O.H METAL ROOFING - COPPER - 20 OZ. CLEAT
07610.1 METAL ROOFING - COPPER - 20 OZ. MANSARD RIDGE FLASHING
0761O.J METAL ROOFING - COPPER - 20 OZ. VERTICAL SEAM CLEAT BEYOND
07610.K METAL ROOFING - COPPER - 20 OZ, COMBINATION MANSARD FASCIA / GRAVEL STOP
07610.E METAL ROOFING -COPPER -SOLDERED SEAM
07840.A FIRESTOPPING /FIRE SATING INSULATION
07900.A SEALANT JOINT WITH BACKER ROD
07900.8 SEALANT
Div. 8 - Doors and Windows
0811 DA STEEL DOOR
08111.A STEEL DOOR FRAME
08111.6 DOOR JAMB ANCHORS -THREE (3) PER JAMB
08212.A STILE AND RAIL WOOD DOOR; ALTERNATE MATERIAL: METAL
08212.8 WOOD FRAME - JAMB; ALTERNATE MATERIAL. METAL
08310.A ACCESS DOOR WITH DRYWALL BEAD
08552A WOOD WINDOWS - EXTERIOR POLYUREA COATING; ALTERNATE MATERIAL: METAL
08552.6 WOOD BRICK MOULD; ALTERNATE MATERIAL. METAL
08800.A 5/8" CLEAR INSULATING GLASS
08800.8 1/4" CLEAR TEMPERED GLASS.
08800.0 1/4" CLEAR FLOAT GLASS
Div. 9 - Finishes
09252.A 5/8" SURFACED EXTERIOR GYPSUM SHEATHING
0926O.A 5/8" GYPSUM WALLBOARD, USE TYPE 'X' FOR RATED ASSEMBLIES.
09260.8 3 5/8 25 GA. STEEL STUDS AT 16" O.C.
09260.0 METAL STUD BOX UNTEL (SAME SIZE AND GA. AS ADJACENT WALL)
09260.0 METAL "J" MOLD.
09260.E 3/4" FURRING AT 13 1/2" O.C. AND 1 1/2" RUNNER AT 48" O.C.
METAL CEILING SUSPENSSION SYSTEM
09260.E SOUND ATTENUATION BLANKET'S
09260.G 5/8" GYPSUM SOFFIT BOARD
09260.H 2 1/2" 25 GA. STEEL STUDS AT 16" Q.C.
09260.1 6" 25 GA. STEEL STUDS AT 16" O.C.
09260.) 7/8" 25 GA. STEEL FURRING CHANNELS 0 16" O.C. MAX.
09383.A INTERIOR SLATE - STOOLS
09650.A VINYL BASE - SEE FINISH PLAN.
09650.8 VINYL TRANSITION STRIP AT FLOOR MATERIAL CHANGES.
09900.A PAINTING AND BACK --PRIMING, WHERE APPLICABLE
09911.A ELECTROSTATIC PAINTING
Div. 10 - Specialties
10210.A LOUVERS - WALL (FINISH TO MATCH COPPER ROOF ELEMENTS)
10290.A BIRD CONTROL
10340.A CUPOLA
10340.B CUPOLA FRAMING - SEE STRUCTURAL DRAWINGS
10340.0 ARCHITECTURAL WOOD TRIM
10340.0 CUPOLA WINDOW SYSTEM - EXTERIOR POLYUREA COATING
10340.E CUPOLA ROOFING SYSTEM - COPPER FLAT SEAM
Div. 11 - Equipment
NOT USED
Div. 12 - Furnishings
12481.A ENTRANCE MATS - SURFACE MOUNTED
Div. 13 - Special Construction
NOT USED
Div. 14 - Conveying Systems
NOT USED
Div. 15 - Mechanical
15000.A ROOF DRAIN; REFERENCE PLUMBING DRAWINGS
15000.8 OVERFLOW ROOF DRAIN; REFERENCE PLUMBING DRAWINGS
Key Plan
280 EAST 96TH STREET
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
Architecture
E Meer
� in9
Land Planning
Historic Architecture
Landscape Architecture
Interior DeWM
CSO
Space Planning
®Copyright 1998
Scope Drawings
Thm u=AV hdicaW the guard mope of the project in fame of tuddleolaral
desg' can'aeK " awmden of to aaMdM I, tba major' archkaciawl d =?W
and en type of a6'awm, mochadwl ad deddad 9,0mm The dmvtn"w do nd
naom fy indlaale or 4wan8e dl wad requMad far full p0mance and canno-
eban of ft raquiremen4 of Me Controat On ft bade of ft "nerd tape ed, -
cried a deaaaed, the trade camacb" *d f=M all it" mq**d for ft ,
prow anwtion and oornolou" of The WO&
Project:
armel Cent
Reflecting
Pond
City Center
Drive &
3rd Avenue
Carmel, IN
Drawing Title:
avilion/
Trellis
Plans
&
Details I
Issue Description:
Bids &
Construction
Issue Date:
Drawn By:
Checked By;
09/17/01
1-O"
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8"
4'4"
- USE #6 VERT. IN EA.
CELL GROUT SOLID
FULL HEIGHT (TYP.
0 ALL CORNERS)
10x8x16 CMU
- 4x8x16 CMU
- MODULAR BRICK
FOOTING BELOW
-
4"0 ROOF DRAIN PIPE
SEE CIVIL DWGS. FOR
STORM SEWER TIE IN
`_r Tr_
EA. WAY
PAINTED
TRIM
2x4 WOO
BLOCKING
3/4" O.S
Pavilion elevationrellis section
1/4"1' -Orr
"OOD BLOCKING
'D WOOD TRIM
O.S.B.
Keynotes
Div. 1 - General Requirements
1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS
INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO
DMSIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
Div. 2 - Site Construction
02300.A FINISH GRADE
02300.6 COMPACTED EARTH
02300.0 UNDISTURBED EARTH
02300.1) GRANULAR DRAINAGE FILL
02750.A CONCRETE SIDEWALK
02782.A UNIT PAVERS - CONCRETE ((2" X 18" X 18" NOM.)
02782.6 3/4" BITUMINOUS SETTING BED
Div. 3 - Concrete
03300.A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS
03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS
03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS
03300.0 STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS
Div. 4 - Masonry
04050.A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION
04050.6 VERTICAL CONTROL JOINT
04450.0 STAIN EXISTING BRICK - SEE SPECIFICATION SECTION 09984
04050.1) MORTAR NET
04060.A GROUT SOLID
04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT g 16" VERTICALLY
04090.8 FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24" O.C. VERTICALLY ON COLUMN AND
36" O.C. HORIZONTALLY ON BEAM
04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 15" O.C. VERTICALLY AND 16" O.C.
HORIZONTALLY
04090.D FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C.
04090.E TERMINATION BAR
04210.A 4" NOM. FACE BRICK
04210.6 4" NOM. TAPERED 'JACK ARCH' BRICK
04220.A 8" NOM. CONCRETE MASONRY UNIT
04220.13 10" NOM. CONCRETE MASONRY UNIT
04220.0 12" NOM, CONCRETE MASONRY UNIT
04220.1) 6" NOM, CONCRETE MASONRY UNIT
04405A DIMENSION LIMESTONE
04405.6 STRAP ANCHOR
04405.0 ROD ANCHOR
04405.1) EXPANSION ANCHOR
04405.E BITUMINOUS DAMPPROOFING
04405.F S.S. ADJUSTABLE ANGLE
04405.G S.S. ROD
04405.H SHIM & SETTING BUTTONS
04405.1 DIMENSION STONE - SETTING -BED MORTAR
04405.J DIMENSION STONE - POINTING MORTAR
04405A DIMENSION STONE - SEALANT JOINT AND BACKER ROD
04405.E DIMENSION STONE - FLASHING W/ WEEP HOLES 0 24" O.C.
04405.M DIMENSION STONE - PAVER{2" X 18" X 18" NOM.
04405.N DIMENSION STONE - 2 1/2" THICK LIMESTONE NOSING
04405.0 DIMENSION STONE .: LATEX MODIFIED PORTLAND CEMENT SETTING BED MORTAR
Div. 5 - Metals
05120A STRUCTURAL STEEL FRAMING MEMBER; REFERENCE STRUCTURAL DRAWINGS,
05120.6 CONTINUOUS STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS
05192A PREFABRICATED COLD -FORMED METAL TRUSSES
05300.A STEEL ROOF DECKING; REFERENCE STRUCTURAL DRAWINGS.
05400.A 6" "C" SHAPED 20 GA, STEEL STUDS @ 16" O.C. WITH HORIZONTAL BRIDGING SPACED AT
NOT MORE THAN 4'-6" O.C.
05400.6 C" SHAPED STEEL STUD BOX UNTEL (SAME SIZE AND GAUGE AS ADJACENT WALL)
05400.0 LIGHT GAUGE STEEL MEMBER; REFERENCE STRUCTURAL DRAWINGS,
05500.A MISC. STEEL (SEE DRAWINGS FOR SIZES)
05500.8 1-1/2" O.D. PIPE RAILING
05500.0 .WALL BRACKET WITH CONCEALED ANCHORAGE
05500.D PAINTED STEEL LADDER
05500.E MISC. STEEL CUP ANGLES AND CONNECTIONS; ATTACH TO TO FRAMING OR TUBE STEEL.
Div. 6 - Wood and Plastics
06100.A TREATED WOOD BLOCKING
06100.6 TREATED WOOD SHIM
06100.0 3/4" TREATED PLYWOOD
06100.1) 3/8" TREATED PLYWOOD
06200A FINISH CARPENTRY
06400A ARCHITECTURAL WOODWORK
06445.A SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE087500 - PAINTED
064453 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 098800 -PAINTED
06445.0 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED
06445.D SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 09800 - PAINTED
Diva 7 - Thermal and Moisture Protection
07110A BITUMINOUS DAMPPROOFING
0721 OA 1/2" EXTRUDED POLYSTYRENE INSULATION
07210.8 6 MIL POLYETHYLENE VAPOR RETARDER
07210.0 R-11 UNFACED GLASS FIBER BATT INSULATION
07210.D R-19 UNFACED GLASS FIBER BATT INSULATION
07210.E COMPRESSIBLE INSULATION - FILL ENTIRE PERIMETER
07210.E CHICKEN WIRE ON EXTERIOR FACE OF STUD TO HOLD INSULATION IN PLACE
07214.A FOAMED -IN-PLACE INSULATION
07270A AIR INFILTRATION BARRIER - IAP OVER FLEXIBLE SHEET FLASHING, WHERE APPLICABLE;
SEAL FLASHING TO SHEATHING; SEAL AIR INFILTRATION BARRIER TO FLASHING.
07311.A ASPHALT SHINGLES
07311.13 ASPHALT UNDERLAYMENT
0731 t.0 ICE PROTECTION UNDERLAYMENT
07550A MODIFIED BITUMEN ROOFING SYSTEM - HOT MOPPED
07550.8 MODIFIED BITUMEN ROOFING SYSTEM - CANT STRIP
07550.0 MODIFIED BITUMEN ROOFING SYSTEM - FLASHING
07550.D MODIFIED BITUMEN ROOFING SYSTEM - 1' UNIFORM THICKNESS BOARD
ROOF INSULATION
07550.E MODIFIED BITUMEN ROOFING SYSTEM - TAPERED ROOF INSULATION BOARD; 1/4" PER
FOOT SLOPE; 1/2" MINIMUM THICKNESS
07600.A 20 OZ. COPPER COUNTER FLASHING ASSEMBLY
07600.8 COPPER GUTTER
07600.0 COPPER DOWNSPOUT AND HANGER
07600.D COPPER SCUPPER
07600.E COPPER FLASHING
07600.F CONCRETE SPLASH BLOCK
0760O.G COPPER CONDUCTOR BOX
0761O.A METAL ROOFING - COPPER
07610.8 METAL ROOFING - COPPER - BUILDING PAPER SUP SHEET
07610.0 METAL ROOFING - COPPER - ORGANIC FELTS
07610.D -G NOT USED
0761O.H METAL ROOFING - COPPER - 20 OZ. CLEAT
07610.1 METAL ROOFING - COPPER - 20 OZ. MANSARD RIDGE FLASHING
0761O.J METAL ROOFING - COPPER - 20 OZ. VERTICAL SEAM CLEAT BEYOND
07610.K METAL ROOFING - COPPER - 20 OZ, COMBINATION MANSARD FASCIA / GRAVEL STOP
07610.E METAL ROOFING -COPPER -SOLDERED SEAM
07840.A FIRESTOPPING /FIRE SATING INSULATION
07900.A SEALANT JOINT WITH BACKER ROD
07900.8 SEALANT
Div. 8 - Doors and Windows
0811 DA STEEL DOOR
08111.A STEEL DOOR FRAME
08111.6 DOOR JAMB ANCHORS -THREE (3) PER JAMB
08212.A STILE AND RAIL WOOD DOOR; ALTERNATE MATERIAL: METAL
08212.8 WOOD FRAME - JAMB; ALTERNATE MATERIAL. METAL
08310.A ACCESS DOOR WITH DRYWALL BEAD
08552A WOOD WINDOWS - EXTERIOR POLYUREA COATING; ALTERNATE MATERIAL: METAL
08552.6 WOOD BRICK MOULD; ALTERNATE MATERIAL. METAL
08800.A 5/8" CLEAR INSULATING GLASS
08800.8 1/4" CLEAR TEMPERED GLASS.
08800.0 1/4" CLEAR FLOAT GLASS
Div. 9 - Finishes
09252.A 5/8" SURFACED EXTERIOR GYPSUM SHEATHING
0926O.A 5/8" GYPSUM WALLBOARD, USE TYPE 'X' FOR RATED ASSEMBLIES.
09260.8 3 5/8 25 GA. STEEL STUDS AT 16" O.C.
09260.0 METAL STUD BOX UNTEL (SAME SIZE AND GA. AS ADJACENT WALL)
09260.0 METAL "J" MOLD.
09260.E 3/4" FURRING AT 13 1/2" O.C. AND 1 1/2" RUNNER AT 48" O.C.
METAL CEILING SUSPENSSION SYSTEM
09260.E SOUND ATTENUATION BLANKET'S
09260.G 5/8" GYPSUM SOFFIT BOARD
09260.H 2 1/2" 25 GA. STEEL STUDS AT 16" Q.C.
09260.1 6" 25 GA. STEEL STUDS AT 16" O.C.
09260.) 7/8" 25 GA. STEEL FURRING CHANNELS 0 16" O.C. MAX.
09383.A INTERIOR SLATE - STOOLS
09650.A VINYL BASE - SEE FINISH PLAN.
09650.8 VINYL TRANSITION STRIP AT FLOOR MATERIAL CHANGES.
09900.A PAINTING AND BACK --PRIMING, WHERE APPLICABLE
09911.A ELECTROSTATIC PAINTING
Div. 10 - Specialties
10210.A LOUVERS - WALL (FINISH TO MATCH COPPER ROOF ELEMENTS)
10290.A BIRD CONTROL
10340.A CUPOLA
10340.B CUPOLA FRAMING - SEE STRUCTURAL DRAWINGS
10340.0 ARCHITECTURAL WOOD TRIM
10340.0 CUPOLA WINDOW SYSTEM - EXTERIOR POLYUREA COATING
10340.E CUPOLA ROOFING SYSTEM - COPPER FLAT SEAM
Div. 11 - Equipment
NOT USED
Div. 12 - Furnishings
12481.A ENTRANCE MATS - SURFACE MOUNTED
Div. 13 - Special Construction
NOT USED
Div. 14 - Conveying Systems
NOT USED
Div. 15 - Mechanical
15000.A ROOF DRAIN; REFERENCE PLUMBING DRAWINGS
15000.8 OVERFLOW ROOF DRAIN; REFERENCE PLUMBING DRAWINGS
Key Plan
280 EAST 96TH STREET
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
Architecture
E Meer
� in9
Land Planning
Historic Architecture
Landscape Architecture
Interior DeWM
CSO
Space Planning
®Copyright 1998
Scope Drawings
Thm u=AV hdicaW the guard mope of the project in fame of tuddleolaral
desg' can'aeK " awmden of to aaMdM I, tba major' archkaciawl d =?W
and en type of a6'awm, mochadwl ad deddad 9,0mm The dmvtn"w do nd
naom fy indlaale or 4wan8e dl wad requMad far full p0mance and canno-
eban of ft raquiremen4 of Me Controat On ft bade of ft "nerd tape ed, -
cried a deaaaed, the trade camacb" *d f=M all it" mq**d for ft ,
prow anwtion and oornolou" of The WO&
Project:
armel Cent
Reflecting
Pond
City Center
Drive &
3rd Avenue
Carmel, IN
Drawing Title:
avilion/
Trellis
Plans
&
Details I
Issue Description:
Bids &
Construction
Issue Date:
Drawn By:
Checked By;
09/17/01
JSw
Revisions:
i
Certified By:
Drawing Number:
20507
Drawing Number: