HomeMy WebLinkAbout06110089.237.2) (7.3) (7.4) (7.22) (7.16) (6.2
T/TRUSS BEARING
24'-6"
07
OL B FIN. CEILING
22' -0"
OL T INDOW R.O.
22' -0"
8.3
03
4.1
OIL t � �
1
B/WINDOW R.O.
15-9 1 /4" I
B /CAST STONE
15' -4"
6.1
7.10
T /FIN. SECOND FLOOR. 6 2
13' -0"
7.11
OL T/CAST STONE 4.7
12' -0"
4.2
4.1
09
4.1
B /FIN. CEILING '
9' -0"
OL T INDOW R.O.
8' -8" -
8.2
8.3
i
i
B /CAST STONE
2' -8"
7.1 )-BEYOND
3.4
2.1
4 T /SLAB Au
0' -0" ° 4< a
d da
a
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3.2 a
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02 SECTION-
SCALE: 3/A"=1'-O"
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SCALE: 3/4"=1'-O"
SIM.,
OPP.
HAND
T RUSS BEARING
24'-6"
B /FIN. CEILING
22' -0"
B INDOW R.O.
19' -9"
B/WINDOW R.O.
15-9 I/4"
B /CAST STONE
15'-4"
T /FIN. SECOND FLOOR.
13' -0"
BEYOND
T CAST STONE
12' -0"
B FIN. CEILING Jk
10' -4 1/2"
B /FIN. CEILING
9' -0"
B /CAST STONE
3' -1 114"
T /SLAB
0' -011 IV
618 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x is a r c h. c o m
KIT OF PARTS:
Scope Drawings
These drawings indicate the general scope of
SITE WORK
the project in terms of architectural design
A.11 BRICK STACK BOND VENEER- RECESS 1/2"
concept the dimensions ofthebullding,
2.1
FINISHED GRADE - REF: CIVIL DRAWINGS.
the major architectural elements and the
CID
DOWNSPOUT BOOT - REF: CIVIL DRAWINGS.
a
CONCRETE
indicate or describe all war* required for
(317) 826 -7100
5.3 SIMPSON CPS6 COLUMN STANDOFF BASE
full performance and completion of the
M
CONCRETE SLAB - REF. STRUCTURAL DRAWINGS
W
3.2
N
ofthegenerolscops indicated ordle scribed,
5.7 STEEL COLUMN, REF. STRUCTURAL
INC.
` TI
3.3
1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT
required for ihe proper execution and
3.4
EXPANSION MATERIAL
M
3.5
COMPACTED GRANULAR FILL- REF. STRUCT.
o
�
3
(Q
-o
CHECKED by KO
4.1
CID
7
CD
CAST STONE BAND
DATE issued 13 OCT. 2006
a
CAST STONE SILL
LO
6.7 2x4 FRAMING
212 W. 10TH ST., SUITE D -395
(Q
o
6.9 6X6 CEDAR POST
�O
6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL
(317) 632.4960
7.2) (7.3) (7.4) (7.22) (7.16) (6.2
T/TRUSS BEARING
24'-6"
07
OL B FIN. CEILING
22' -0"
OL T INDOW R.O.
22' -0"
8.3
03
4.1
OIL t � �
1
B/WINDOW R.O.
15-9 1 /4" I
B /CAST STONE
15' -4"
6.1
7.10
T /FIN. SECOND FLOOR. 6 2
13' -0"
7.11
OL T/CAST STONE 4.7
12' -0"
4.2
4.1
09
4.1
B /FIN. CEILING '
9' -0"
OL T INDOW R.O.
8' -8" -
8.2
8.3
i
i
B /CAST STONE
2' -8"
7.1 )-BEYOND
3.4
2.1
4 T /SLAB Au
0' -0" ° 4< a
d da
a
/ d
3.2 a
d d
4
O
a
d Q
' a
02 SECTION-
SCALE: 3/A"=1'-O"
1
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�I II
I�
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3.1
d ---- - - -o'- 3.5
7.24
d ii -
I
I 7.25
d II
I� -
�I _
V 1 JCkw.I IVIV
SCALE: 3/4"=1'-O"
SIM.,
OPP.
HAND
T RUSS BEARING
24'-6"
B /FIN. CEILING
22' -0"
B INDOW R.O.
19' -9"
B/WINDOW R.O.
15-9 I/4"
B /CAST STONE
15'-4"
T /FIN. SECOND FLOOR.
13' -0"
BEYOND
T CAST STONE
12' -0"
B FIN. CEILING Jk
10' -4 1/2"
B /FIN. CEILING
9' -0"
B /CAST STONE
3' -1 114"
T /SLAB
0' -011 IV
618 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x is a r c h. c o m
KIT OF PARTS:
Scope Drawings
These drawings indicate the general scope of
SITE WORK
the project in terms of architectural design
A.11 BRICK STACK BOND VENEER- RECESS 1/2"
concept the dimensions ofthebullding,
2.1
FINISHED GRADE - REF: CIVIL DRAWINGS.
the major architectural elements and the
2.2
DOWNSPOUT BOOT - REF: CIVIL DRAWINGS.
type of structural, mechanical and electrical
systems. The drawings do notnecessorily
CONCRETE
indicate or describe all war* required for
(317) 826 -7100
5.3 SIMPSON CPS6 COLUMN STANDOFF BASE
full performance and completion of the
3.1
CONCRETE SLAB - REF. STRUCTURAL DRAWINGS
requirements ofthe contract On the basis
3.2
CAST -IN PLACE FOOTING - REF. STRUCT
ofthegenerolscops indicated ordle scribed,
5.7 STEEL COLUMN, REF. STRUCTURAL
INC.
the Node contractors shall hrmish all items
3.3
1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT
required for ihe proper execution and
3.4
EXPANSION MATERIAL
completion ofthe work
3.5
COMPACTED GRANULAR FILL- REF. STRUCT.
DRAWN by b I
MASONRY
(317) 822.0204
6.1 2x6 WOOD FRAMING
(317) 822.0206
CHECKED by KO
4.1
BRICKVENEER
VECTOR CONSULTING
4.2
CAST STONE BAND
DATE issued 13 OCT. 2006
4.3
CAST STONE SILL
REVISIONS
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"
THE SCHNEIDER CORP.
A.11 BRICK STACK BOND VENEER- RECESS 1/2"
4.12 BRICK VENEER BAND - PROJECT 1/2"
4.13 VERTICAL EXPANSION JOINT, SEALANT & BACKER ROD
ASHTON FRITZ
METALS
8901 OTIS AVENUE
5.1 PREFINISHED COMPOSITE METAL PANEL
INDIANAPOLIS, IN 46216
5.2 STEEL COLUMN, REF. STRUCTURAL
(317) 826 -7100
5.3 SIMPSON CPS6 COLUMN STANDOFF BASE
(317) 826 -7200
5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS
5.5 STEEL BEAM, REF. STRUCTURAL
5.6 STEEL ANGLE, REF. STRUCTURAL
STRUCTURAL DESIGN,
5.7 STEEL COLUMN, REF. STRUCTURAL
INC.
5.8 CONCRETE FILLED METAL PAN STAIR
5.9 STEEL STAIR FRAME BY STAIR MFGR.
5.10 HANDRAIL BY STEEL STAIR MFGR.
CHUCK SCHAEFER
5.11 STEEL HANDRAIL SUPPORT
337 MAIN STREET
5.12 STEEL BALUSTERS
BEECH GROVE, IN 46107
WOOD AND PLASTICS
(317) 822.0204
6.1 2x6 WOOD FRAMING
(317) 822.0206
6.2 5/8" PLYWOOD SHEATHING - REF. S- SERIES DRAWINGS
6.3 2x WOOD BLOCKING
VECTOR CONSULTING
6.4 1 x WOOD JAMB EXTENSION
0
6.5 1 x WOOD TRIM
6.6 WOOD WINDOW CASING
BEN DEREMIAH
6.7 2x4 FRAMING
212 W. 10TH ST., SUITE D -395
6.8 5 /4x8 CEDAR
INDIANAPOLIS, IN 46202
6.9 6X6 CEDAR POST
(317) 632.4444
6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL
(317) 632.4960
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
10
Ln
6.28 2x4 OAK RAIL SUPPORT
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6.29 2x OAK HANDRAIL
6.30 4x4 OAK POST
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6.31 CEDAR FILLER
6.32 CEDAR CAP - SLOPE 450
W
6.33 2x CEDAR POST WRAP
6.34 2x12 WOOD TREADS AND
U
STRINGERS
6.35 2x PRESSURE TREATED WOOD BLOCKING
0
6.36 5/8" P.T. PLYWOOD STOP TO 30 ABOVE SUMLOOR
THERMAL AND MOISTURE PROTECTION
C
7.1 PREFINISHED ALUMINUM DOWNSPOUT
7.2 PREFINISHED ALUMINUM GUTTER
0
7.3 PREFINISHED ALUMINUM DRIP EDGE
7.4 ASPHALT SHINGLES
7.5 CEMENTITIOUS TRIM BOARD
7.6 PREFINISHED CEMENTITIOUS LAP
SIDING
1"`
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
W
W
7.12 SEALANT
7.13 THROUGH WALL FLASHING WITH WEEPS
W
7.14 CEMENTITIOUS TRIM
UJ
BOARD - 1 x 4 NOMINAL
W
0
L
7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED
7.16 FELT PAPER
7.17 ASPHALT SHINGLES
'10
V
7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE
In
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
���pwulluuuprrr
7.32 COUNTERFLASHING
DOORS AND WINDOWS
8.1 ALUMINUM ENTRANCE DOOR PREFINISHED- REF: DOOR SCHEDULE
AR- 19400087
8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM
Q =
= p
8.3 PREFINISHED ALUMINUM CLAD WINDOW
* STATE OF
*\
8.4 HOLLOW METAL DOOR FRAME
8.5 SOLID CORE WOOD DOOR
II
8.6 5" x 8" ALUMINUM VENT
CH S
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
WALL
15.1 CONDENSING UNIT- REF: MECH
SECTIONS
15.2 MECHANICAL DIFFUSER
SCALE AS NOTED
15.3 MECHANICAL EQUIPMENT- REF: MEP
ELECTRICAL
16.1 LIGHT FIXTURE - REF: ELEC
Ln
16.2 ELECTRICAL PANEL- REF: ELEC
EXTERIOR IMPROVEMENTS
AA I
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32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE
OR SIMILAR.
1
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