HomeMy WebLinkAbout06110089.22X
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5.5) (5.4
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Coil
3.1
04 SECTION
SCALE: 3/4 " =1' -0"
B /FIN. CEILING
22' -0'
T /FIN. SECOND FLOOR.
13' -0'
B /FIN. CEILING
9' -0 "
T /SLAB
0' -0"
O
6.W 7.10 6.1 6.2 7.22 7.16 7.17 7.3
1 T/TRUSS BEARING
1 24' -6"
7.2
9.1 - -�♦ 7.8
r
7.15
I I
I I
05
4.1
3' -0"
7.6
'.1 1
O1
4.1
I �
I 1
B /CAST STONE
T /STEEL 15' -4"
25' -10"
T/TRUSS BEARING 6.12 6.1 1 3.3 6.13
24' -6"
T /FIN. SECOND FLOOR.
13' -0"
03 SECTION - 713
T /CAST STONE
:+
12' -0"
SCALE: 3/4"=P-0" 4.2
lft�
02 SECTION
SCALE: 3/4 " =1' -0"
T STEEL
25' -10"
T/TRUSS BEARING
24'-6"
a
7.24) (3.5)(7.25)(3.1 ) (3.4
1115/8"
4.1
X7.1 BEYOND
7.10)
4.1
6.1
4.2
1.10
6.2
4.7
1.13
2.2
4.9
\ \
3.2
01 SECTION
SCALE: 3/4 " =1' -0"
B /CAST STONE
3' -1 1/4'
T /SLAB
0'-0"
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 EVERYTHIRD 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.
5.11 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 WINDOWJAMB 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 2x12 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
EXTERIOR IMPROVEMENTS
32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE - AMETCO METRO GATE
OR SIMILAR.
Scope Drawings
These drawings indicate the general scope of
the project in terms of architectural design
concept the dimensions of the building,
do major archdectural elements and the
type of structural, mechanical and ebdrkd
systems. The drawings do not necessarily
indicate or describe all work required for
full performance and completion of #*
requirements of the contract. On the basis
of the general scope indicated or described,
the had@ contractors shall furnish all ftems
required for the proper execution and
completion of the work
DRAWN by b j I
CHECKED by KO
DATE issued 13 OCT. 2006
REVISIONS
THE SCHNEIDER CORE
ASHTON FRIT
8901 OTIS AVENU
INDIANAPOLIS, IN 4621
(317) 826 -710
(317) 826 -720
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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SECTION
SCALE AS NOTE[
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II
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(
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1115/8"
4.1
X7.1 BEYOND
7.10)
4.1
6.1
4.2
1.10
6.2
4.7
1.13
2.2
4.9
\ \
3.2
01 SECTION
SCALE: 3/4 " =1' -0"
B /CAST STONE
3' -1 1/4'
T /SLAB
0'-0"
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 EVERYTHIRD 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.
5.11 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 WINDOWJAMB 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 2x12 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
EXTERIOR IMPROVEMENTS
32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE - AMETCO METRO GATE
OR SIMILAR.
Scope Drawings
These drawings indicate the general scope of
the project in terms of architectural design
concept the dimensions of the building,
do major archdectural elements and the
type of structural, mechanical and ebdrkd
systems. The drawings do not necessarily
indicate or describe all work required for
full performance and completion of #*
requirements of the contract. On the basis
of the general scope indicated or described,
the had@ contractors shall furnish all ftems
required for the proper execution and
completion of the work
DRAWN by b j I
CHECKED by KO
DATE issued 13 OCT. 2006
REVISIONS
THE SCHNEIDER CORE
ASHTON FRIT
8901 OTIS AVENU
INDIANAPOLIS, IN 4621
(317) 826 -710
(317) 826 -720
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
C�
z .
`u Z � o
v
Q ^�
W Q=
C� N W
Lu LU 00
ad Ln
H
V�
1 "S TD L ����
`Q No. "'•: y
Q = AR- 19400087 c
* = STATE OF
1ll, i uunG \\\\`\\\
WAI
SECTION
SCALE AS NOTE[
I
Ln
A4.10 0
NO
N