HomeMy WebLinkAbout06110089.20CD
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EAST/WEST ELEV.
09 VESTIBULE
SCALE: I/8 " =1'0"
8"
T /CAST STONE
12' -0"
B BRICK PROD.
8' -8"
B /CAST STONE
Y 3'.1 1/4"
B SILL
11-4`
T/SLAB
ail
TL
L'
-I
C
07 ELEV. DETAIL
SCALE. I /4" -1'-0"
NORTH ELEV.
SOUTH ELEV.
AT DUMPSTER ENCLOSURE
04 ELEVATION_
SCALE: 1/8"=V-011
08 VESTIBULE_
SCALE: pia• - „o•
�I
07
A3.1 TYP.
05 SO' UTH
SCALE: 1/8"=V-0"
' -0"
NOTE:
REFERENCE SHEET A5.1 FOR O
WINDOW ELEVATION TAGS.
PERGOLA
06 ELEVATION_
scnie: 114. -Pa.
ELEVATION
Ol EAST ELEVATION.
02 NORTH
SCALE: 1/8"=V-0"
' -0"
�r §-E��
on
1i
�.
.-01
Ol EAST ELEVATION.
02 NORTH
SCALE: 1/8"=V-0"
' -0"
ELEVATION
03 WEST ELEVATION_
SCALE: 1/8"=P-011
TRUSS BEARING
24'-6"
r�
T OPENING
22' -0"
T /OPENING
1 1'-4"
B SILL
V-4"
618 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x i s a r c h. c o m
KIT OF PARTS:
SITE WORK
2.1 FINISHED GRADE - REF: CIVIL DRAWINGS.
2.2 DOWNSPOUT BOOT- REF: CIVIL DRAWINGS.
CONCRETE
3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS
3.2 CAST -IN -PLACE FOOTING- REF. STRUCT
3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT
3.4 EXPANSION MATERIAL
3.5 COMPACTED GRANULAR FILL- REF, STRUCT.
MASONRY
4.1 BRICK VENEER
4.2 CAST STONE BAND
4.3 CAST STONE SILL
4.4 CAST STONE CAP
4.5 BRICK SOLDIER COURSE HEADER
4.6 4" CMU
4.7 MASONRY TIE
4.8 8" CMU
4.9 12" CMU - GROUT SOLID - REF. STRUCTURAL
4.10 BRICK VENEER - PROJECT EVERY THIRD COURSE 1/2"
4.11 BRICK STACK BOND VENEER- RECESS 1/2"
4.12 BRICK VENEER BAND - PROJECT 1/2"
4.13 VERTICAL EXPANSION JOINT, SEALANT & BACKER ROD
METALS
5.1 PREFINISHED COMPOSITE METAL PANEL
5.2 STEEL COLUMN, REF. STRUCTURAL
5.3 SIMPSON CPS6 COLUMN STANDOFF BASE
5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS
5.5 STEEL BEAM, REF. STRUCTURAL
5.6 STEEL ANGLE, REF. STRUCTURAL
5.7 STEEL COLUMN, REF. STRUCTURAL
5.8 CONCRETE FILLED METAL PAN STAIR
5.9 STEEL STAIR FRAME BY STAIR MFGR.
5.10 HANDRAIL BY STEEL STAIR MFGR.
5.1', STEEL HANDRAIL SUPPORT
5.12 STEEL BALUSTERS
WOOD AND PLASTICS
6.1 2x6 WOOD FRAMING
6.2 5/8" PLYWOOD SHEATHING - REF. S- SERIES DRAWINGS
6.3 2x WOOD BLOCKING
6.4 1 x WOOD JAMB EXTENSION
6.5 1 x WOOD TRIM
6.6 WOOD WINDOW CASING
6.7 2x4 FRAMING
6.8 5/4x8 CEDAR
6.9 6X6 CEDAR POST
6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL
6.11 PRE - ENGINEERED WOOD FLOOR JOIST- REF. STRUCTURAL
6.12 3/4" WOOD SUBFLOOR - REF. STRUCTURAL
6.13 BRIDGING, REF. STRUCTURAL
6.14 2x8 WOOD FRAMING
6.15 WOOD WINDOW JAMB EXTENSION
6.16 WOOD SHIM AS REQUIRED
6.17 HEADER
6.18 2x10 CEDAR
6.19 2x6 CEDAR
6.20 2x WOOD FRAMING EXTENDED FOR CANOPY- REF. STRUCTURAL
6.21 2 LAYERS PLYWOOD, BEND AROUND CANOPY RADIUS
6.22 3/4" PLYWOOD STAIR TREAD SUPPORT
6.23 2x WOOD TREAD
6.24 3/4" OAK TREAD
6.25 2x12 OAK STRINGER
6.26 1 x OAK WALL CAP
6.27 OAK HANDRAIL
6.28 2x4 OAK RAIL SUPPORT
6.29 2x OAK HANDRAIL
6.30 4x4 OAK POST
6.31 CEDAR FILLER
6.32 CEDAR CAP - SLOPE 450
6.33 2x CEDAR POST WRAP
6.34 2xl 2 WOOD TREADS AND STRINGERS
6.35 2x PRESSURE TREATED WOOD BLOCKING
6.36 5/8" P.T. PLYWOOD STOP TO 3" ABOVE SUBFLOOR
THERMAL AND MOISTURE PROTECTION
7.1 PREFINISHED ALUMINUM DOWNSPOUT
7.2 PREFINISHED ALUMINUM GUTTER
7.3 PREFINISHED ALUMINUM DRIP EDGE
7.4 ASPHALT SHINGLES
7.5 CEMENTITIOUS TRIM BOARD
7.6 PREFINISHED CEMENTITIOUS LAP SIDING
7.7 CEMENTITIOUS FASCIA BOARD -PAINTED
7.8 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x NOMINAL, RIP TO SIZE
7.9 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x 2 NOMINAL
7.10 BATT INSULATION -WALLS TO BE R13, CEILINGS TO BE R30
7.11 AIR INFILTRATION BARRIER
7.12 SEALANT
7.13 THROUGH WALL FLASHING WITH WEEPS
7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL
7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED
7.16 FELT PAPER
7.17 ASPHALT SHINGLES
7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE
7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS
7.20 BASE TIE -IN PER ROOFING MFGR. RECOMMENDATIONS
7.21 4" MIN. RIGID INSULATION AND RECOVERY BOARD
7.22 ICE AND WATER SHIELD AT EAVES, RAKES AND RIDGES
7.23 RIGID INSULATION AND RECOVERY BOARD
7.24 VAPOR BARRIER
7.25 PERIMETER INSULATION
7.26 ROOF DRAIN, REF. ROOF PLANS
7.27 CEMENTITIOUS PANEL PAINT TO MATCH SIDING ABOVE
7.28 PREFINISHED BREAKMETAL TRIM TO MATCH ADJACENT STOREFRONT
7.29 PVC DOWNSPOUT
7.30 FLASHING AND SEALANT
7.31 PAN FLASHING
7.32 COUNTERFLASHING
DOORS AND WINDOWS
8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE
8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM
8.3 PREFINISHED ALUMINUM CLAD WINDOW
8.4 HOLLOW METAL DOOR FRAME
8.5 SOLID CORE WOOD DOOR
8.6 5"x 8" ALUMINUM VENT
8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE
FINISHES
9.1 5/8" TYPE "X" GYPSUM WALLBOARD
9.2 DRYWALL "J" TRIM
9.3 CEILING TRACK SUSPENSION WIRE
9.4 SUSPENDED DRYWALL CEILING TRACK
9.5 5/8" GYPSUM GREENBOARD
9.6 SUSPENDED CEILING GRID AND TILE
MECHANICAL
15.1 CONDENSING UNIT -REF: MECH
15.2 MECHANICAL DIFFUSER
15.3 MECHANICAL EQUIPMENT- REF: MEP
ELECTRICAL
16.1 LIGHT FIXTURE - REF: ELEC
16.2 ELECTRICAL PANEL- REF: ELEC
Scope Drawings
These drawings indicate the general snipe of
the project in terms of orchiledural design
concept the dimensions of the building,
the major architectural elements and the
type of structural, mechanical and ebdrical
systems. The drawings do not necessarily
indicate or describe all work required for
full perfomwnce and completion of the
requirements of the contract On the basis
of the general scope indicated or described,
the trade contractors shall furnish all items
required for the proper execution and
completion of the work
DRAWN by b j
CHECKEDby KO
DATE issued 13 OCT. 2006
REVISIONS
THE SCHNEIDER CORP.
ASHTON FRITZ
8901 OTIS AVENUE
INDIANAPOLIS, IN 46216
(317) 826 -7100
(317) 826 -7200
STRUCTURAL DESIGN,
INC.
CHUCK SCHAEFER
337 MAIN STREET
BEECH GROVE, IN 46107
(317) 822.0204
(317) 822.0206
VECTOR CONSULTING
BEN DEREMIAH
212 W. 10TH ST., SUITE D -395
INDIANAPOLIS, IN 46202
(317) 632.4444
(317) 632.4960
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I
EXTERIOR IMPROVEMENTS
32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE
OR SIMILAR. 1
EXTERIOR
ELEVATIONS
SCALE AS NOTED
LO
A3.1
N
�r §-E��
on
.-01
ELEVATION
03 WEST ELEVATION_
SCALE: 1/8"=P-011
TRUSS BEARING
24'-6"
r�
T OPENING
22' -0"
T /OPENING
1 1'-4"
B SILL
V-4"
618 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x i s a r c h. c o m
KIT OF PARTS:
SITE WORK
2.1 FINISHED GRADE - REF: CIVIL DRAWINGS.
2.2 DOWNSPOUT BOOT- REF: CIVIL DRAWINGS.
CONCRETE
3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS
3.2 CAST -IN -PLACE FOOTING- REF. STRUCT
3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT
3.4 EXPANSION MATERIAL
3.5 COMPACTED GRANULAR FILL- REF, STRUCT.
MASONRY
4.1 BRICK VENEER
4.2 CAST STONE BAND
4.3 CAST STONE SILL
4.4 CAST STONE CAP
4.5 BRICK SOLDIER COURSE HEADER
4.6 4" CMU
4.7 MASONRY TIE
4.8 8" CMU
4.9 12" CMU - GROUT SOLID - REF. STRUCTURAL
4.10 BRICK VENEER - PROJECT EVERY THIRD COURSE 1/2"
4.11 BRICK STACK BOND VENEER- RECESS 1/2"
4.12 BRICK VENEER BAND - PROJECT 1/2"
4.13 VERTICAL EXPANSION JOINT, SEALANT & BACKER ROD
METALS
5.1 PREFINISHED COMPOSITE METAL PANEL
5.2 STEEL COLUMN, REF. STRUCTURAL
5.3 SIMPSON CPS6 COLUMN STANDOFF BASE
5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS
5.5 STEEL BEAM, REF. STRUCTURAL
5.6 STEEL ANGLE, REF. STRUCTURAL
5.7 STEEL COLUMN, REF. STRUCTURAL
5.8 CONCRETE FILLED METAL PAN STAIR
5.9 STEEL STAIR FRAME BY STAIR MFGR.
5.10 HANDRAIL BY STEEL STAIR MFGR.
5.1', STEEL HANDRAIL SUPPORT
5.12 STEEL BALUSTERS
WOOD AND PLASTICS
6.1 2x6 WOOD FRAMING
6.2 5/8" PLYWOOD SHEATHING - REF. S- SERIES DRAWINGS
6.3 2x WOOD BLOCKING
6.4 1 x WOOD JAMB EXTENSION
6.5 1 x WOOD TRIM
6.6 WOOD WINDOW CASING
6.7 2x4 FRAMING
6.8 5/4x8 CEDAR
6.9 6X6 CEDAR POST
6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL
6.11 PRE - ENGINEERED WOOD FLOOR JOIST- REF. STRUCTURAL
6.12 3/4" WOOD SUBFLOOR - REF. STRUCTURAL
6.13 BRIDGING, REF. STRUCTURAL
6.14 2x8 WOOD FRAMING
6.15 WOOD WINDOW JAMB EXTENSION
6.16 WOOD SHIM AS REQUIRED
6.17 HEADER
6.18 2x10 CEDAR
6.19 2x6 CEDAR
6.20 2x WOOD FRAMING EXTENDED FOR CANOPY- REF. STRUCTURAL
6.21 2 LAYERS PLYWOOD, BEND AROUND CANOPY RADIUS
6.22 3/4" PLYWOOD STAIR TREAD SUPPORT
6.23 2x WOOD TREAD
6.24 3/4" OAK TREAD
6.25 2x12 OAK STRINGER
6.26 1 x OAK WALL CAP
6.27 OAK HANDRAIL
6.28 2x4 OAK RAIL SUPPORT
6.29 2x OAK HANDRAIL
6.30 4x4 OAK POST
6.31 CEDAR FILLER
6.32 CEDAR CAP - SLOPE 450
6.33 2x CEDAR POST WRAP
6.34 2xl 2 WOOD TREADS AND STRINGERS
6.35 2x PRESSURE TREATED WOOD BLOCKING
6.36 5/8" P.T. PLYWOOD STOP TO 3" ABOVE SUBFLOOR
THERMAL AND MOISTURE PROTECTION
7.1 PREFINISHED ALUMINUM DOWNSPOUT
7.2 PREFINISHED ALUMINUM GUTTER
7.3 PREFINISHED ALUMINUM DRIP EDGE
7.4 ASPHALT SHINGLES
7.5 CEMENTITIOUS TRIM BOARD
7.6 PREFINISHED CEMENTITIOUS LAP SIDING
7.7 CEMENTITIOUS FASCIA BOARD -PAINTED
7.8 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x NOMINAL, RIP TO SIZE
7.9 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x 2 NOMINAL
7.10 BATT INSULATION -WALLS TO BE R13, CEILINGS TO BE R30
7.11 AIR INFILTRATION BARRIER
7.12 SEALANT
7.13 THROUGH WALL FLASHING WITH WEEPS
7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL
7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED
7.16 FELT PAPER
7.17 ASPHALT SHINGLES
7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE
7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS
7.20 BASE TIE -IN PER ROOFING MFGR. RECOMMENDATIONS
7.21 4" MIN. RIGID INSULATION AND RECOVERY BOARD
7.22 ICE AND WATER SHIELD AT EAVES, RAKES AND RIDGES
7.23 RIGID INSULATION AND RECOVERY BOARD
7.24 VAPOR BARRIER
7.25 PERIMETER INSULATION
7.26 ROOF DRAIN, REF. ROOF PLANS
7.27 CEMENTITIOUS PANEL PAINT TO MATCH SIDING ABOVE
7.28 PREFINISHED BREAKMETAL TRIM TO MATCH ADJACENT STOREFRONT
7.29 PVC DOWNSPOUT
7.30 FLASHING AND SEALANT
7.31 PAN FLASHING
7.32 COUNTERFLASHING
DOORS AND WINDOWS
8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE
8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM
8.3 PREFINISHED ALUMINUM CLAD WINDOW
8.4 HOLLOW METAL DOOR FRAME
8.5 SOLID CORE WOOD DOOR
8.6 5"x 8" ALUMINUM VENT
8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE
FINISHES
9.1 5/8" TYPE "X" GYPSUM WALLBOARD
9.2 DRYWALL "J" TRIM
9.3 CEILING TRACK SUSPENSION WIRE
9.4 SUSPENDED DRYWALL CEILING TRACK
9.5 5/8" GYPSUM GREENBOARD
9.6 SUSPENDED CEILING GRID AND TILE
MECHANICAL
15.1 CONDENSING UNIT -REF: MECH
15.2 MECHANICAL DIFFUSER
15.3 MECHANICAL EQUIPMENT- REF: MEP
ELECTRICAL
16.1 LIGHT FIXTURE - REF: ELEC
16.2 ELECTRICAL PANEL- REF: ELEC
Scope Drawings
These drawings indicate the general snipe of
the project in terms of orchiledural design
concept the dimensions of the building,
the major architectural elements and the
type of structural, mechanical and ebdrical
systems. The drawings do not necessarily
indicate or describe all work required for
full perfomwnce and completion of the
requirements of the contract On the basis
of the general scope indicated or described,
the trade contractors shall furnish all items
required for the proper execution and
completion of the work
DRAWN by b j
CHECKEDby KO
DATE issued 13 OCT. 2006
REVISIONS
THE SCHNEIDER CORP.
ASHTON FRITZ
8901 OTIS AVENUE
INDIANAPOLIS, IN 46216
(317) 826 -7100
(317) 826 -7200
STRUCTURAL DESIGN,
INC.
CHUCK SCHAEFER
337 MAIN STREET
BEECH GROVE, IN 46107
(317) 822.0204
(317) 822.0206
VECTOR CONSULTING
BEN DEREMIAH
212 W. 10TH ST., SUITE D -395
INDIANAPOLIS, IN 46202
(317) 632.4444
(317) 632.4960
I�
z .
I�V �
I.. �u N
W Z CV)
VN W
IWW 00 E
Ln
IN
I
Q\\\\\G � w"S u T ln ulu�� G ,ptuO ���i
N0. �
2= AR- 19400087
rn
= Q=
s * STATE OF
,/VO I Art
7//,//;// "
I
EXTERIOR IMPROVEMENTS
32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE
OR SIMILAR. 1
EXTERIOR
ELEVATIONS
SCALE AS NOTED
LO
A3.1
N