HomeMy WebLinkAboutA3.3 Plans pg. 3 Elevations(A)
04 EXTERIOR ELEVATION
SCALE: 1 /8" 1' -0"
SCALE: 1/8" 1' -0"
000 CDC) 00
01 EXTERIOR ELEVATION
B /SOFFIT
18'-4"
B /OPENING
+12'-8"
B /SOFFIT
18
B /OPENING
+12'-8"
T /SLAB
0' -0"
(1)
SCALE: 1 /8" 1' -0"
CDO
SCALE: 1 /8" 1 -0"
5.19
03 EXTERIOR ELEVATION
02 EXTERIOR ELEVATION
B /SOFFIT
+19'-8"
B /OPENING
+12
B /SOFFIT
+18'-4"
B /OPENING
+12
T/S LAB
0' -0"
MASONRY CONTROL JOINTS TO BE LOCATED AT THE FOLLOWING LOCATIONS: ALL CORNERS, VERTICAL
JOINTS A MAXIUM OF 20' -0" APART, AT ALL OFFSETS, INTERSECTIONS, AND RETURNS, AT ONE SIDE OF EVERY
OPENING LESS THAN 6-0" AND BOTH SIDES OF OPENINGS GREATER THAN 6' -0" AND AGAINST ALL
DISSIMILAR MATERIALS.
61 8 East Market Street
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x
a r c h .c o m
KIT OF PARTS:
SITE WORK
2.1 FINISHED GRADE REF: CIVIL DRAWINGS.
CONCRETE
3.1 CONCRETE SLAB REF. STRUCTURAL DRAWINGS
3.2 CAST -IN -PLACE FOOTING REF. STRUCT
3.3 2" RIGID PERIMETER INSULATION REF. STRUCT
3.4 CAST -IN -PLACE FOUNDATION WALL REF. STRUCT
3.5 4" CAST STONE LINTEL (ROCK FACED) REF. STRUCT
3.6 5-1/4" COMPOSITE CONCRETE SLAB REF. STRUCT.
3.7 PRECAST CONCRETE PLAQUE REF DETAIL 03/A3.1
3.8 4" CAST STONE HEAD (ROCK FACED)
3.9 EXISTING CMU CONCRETE FOUNDATION
3.10 CAST STONE SILL
WOOD AND PLASTICS
6.1 5/8 "EXTERIOR GRADE PLYWOOD SHEATHING
6.2 2X12 TREATED WOOD STUD
6.3 TREATED WOOD BLOCKING AS REQUIRED
6.4 NOT USED
6.5 NOT USED
6.6 NOT USED
6.7 NOT USED
6.8 NOT USED
6.9 NOT USED
6.10 NOT USED
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MASONRY
4.1 8" BULLNOSE NORMAL WEIGHT CONCRETE MASONRY UNIT
4.2 8" NORMAL WEIGHT CONCRETE MASONRY UNIT
4.3 MASONRY CONTROL JOINT. COORD. ALL LOCATIONS WITH MASONRY
MFGR. REQUIREMENTS
4.4 FACE BRICK 'A' SEE SPECIFICATIONS
4.5 FACE BRICK "B" SEE SPECIFICATIONS
4.6 MORTAR DROPPING CONTROL DEVICE
4.7 MASONRY WALL TIE AS REQUIRED BY SPECIFICATION AND
MASONRY SUPPLIER REQ'D DETAIL
4.8 GROUT SOLID TO FOOTING BELOW
4.9 BOND BEAM SEE STRUCTURAL
4.10 EXISTING MASONRY CONSTRUCTION FIELD VERIFY ALL CONDITIONS
4.1 1 LADDER TYPE GALVANIZED MASONRY WALL TIE
METALS
5.1 8" EXTERIOR LOAD BEARING METAL STUD FRAMING
5.2 7/8" METAL FURRING CHANNELS
5.3 PREFINISHED METAL COPING
5.4 PREFINISHED .050" METAL SILL- SEE DETAIL 12/A4.21
5.5 STEEL COLUMN REF. STRUCT
5.6 3 -5/8" INTERIOR METAL STUD FRAMING
5.7 6" EXTERIOR LOAD BEARING METAL STUD FRAMING
5.8 STEEL BEAM REF. STRUCT
5.9 STEEL DECK REF. STRUCT
5.10 GALVANIZED STEEL LINTEL- REF. STRUCT
5.1 1 STEEL JOIST REF. STRUCT
5.12 STEEL ANGLE SEE STRUCTURAL
5.13 GALVANIZED STEEL CHANNEL
5.14 SUSPENDED CHANNEL FRAMING
5.15 STEEL TUBE SEE STRUCTURAL
5.16 PRE FINISHED METAL TRIM
5.17 6" INTERIOR FRAMING
5.18 PERFORATED PRE FINISHED METAL PANEL
5.19 PRE FINISHED 6" METAL GUTTER
5.20 PRE FINISHED 5" METAL DOWNSPOUT
5.21 METAL STUD RUNNER TRACK
5.22 METAL STUD DEFLECTION TRACK OR SILIP TYPE JOINT
5.23 PRE MANUFACTURED METAL PAN STAIR AND RAIL SYSTEM
5.24 2-1/2" METAL STUD FRAMING
5.25 PRE ENGINEERED LIGHT GAGE METAL TRUSS. REF STRUCTURAL
5.26 STEEL PLATE. REF. STRUCTURAL
5.27 STEEL X- BRACING. REF STRUCTURAL
5.28 SHARON DROP -IN STAIR SYSTEM
THERMAL AND MOISTURE PROTECTION
7.1 NOT USED
7.2 4" POLYISOCYANURATE BOARD INSULATION
7.3 1/4" DENS -DECK PROTECTION BOARD
7.4 FULLY ADHERED TPO ROOF MEMBRANE WHITE
7.5 BATT INSULATION FILL ENTIRE CAVITY
7.6 6" ACOUSTICAL INSULATION FILL ENTIRE CAVITY
7.7 5/8" GLASS MAT WATER RESISTANT GYPSUM BOARD
7.8 THRU -WALL FLASHING W/ WEEPS
7.9 VAPOR RETARDER
7.10 AIR INFILTRATION BARRIER
7.1 1 FLASHING AND COUNTER FLASHING
7.12 ROOFING MFGR. REQUIRED BASE -TIE IN AND PARPAET DETAILS
7.13 METAL FLASHING PER MFGR REQUIRED DETAIL
7.14 ASPHALT SHINGLES
7.15 PRE- FINISHED RIDGE VENT
7.16 CEMENTITIOUS BOARD (COLOR TO BE SELECTED BY ARCHITECT)
7.17 BACKER ROD AND SEALANT
7.18 5/8" GLASS MATT WATER RESISTANT GYPSUM BOARD W /FINISH SYSTEM
7.19 PRE- FINISHED VENTILATED RIDGE CAP.
DOORS AND WINDOWS
8.1 ALUMINUM ENTRANCE DOOR
8.2 PREFINISHED THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM
8.3 FACTORY FINISHED HOLLOW METAL DOOR AND FRAME
8.4 SECTIONAL DOOR OVERHEAD DOOR
8.5 NOT USED
8.6 1" LOW -E INSULATED GLAZING (CLEAR)
8.7 PRE FINISHED FLUSH WOOD DOOR
8.8 SLIDING ALUMINUM ENTRANCE DOOR AND OPERATOR
FINISHES
9.1 5/8" GYPSUM WALLBOARD, TYPE "X" FOR RATED ASSEMBLIES
9.2 CARPET
9.3 ACOUSTICAL CEILING TILE
9.4 CERAMIC TILE
9.5 3-1/4" STRAIGHT VINYL BASE
9.6 GYPSUM BOARD BULKHEAD
9.7 VCT TILE
9.8 RECESSED WALK OFF CARPET
9.9 FINISH CEILING BY TENANT
9.10 J -MOULD
SPECIALTIES
10.1 PREFINISHED METAL TOILET COMPARTMENT
10.2 TOILET PAPER HOLDER
10.3 WASTE RECEPTACLE
10.4 PAPER TOWEL DISPENSER
10.5 MIRROR
10.6 COAT HOOK
10.7 FABRIC AWNING
10.8 TENANT SIGNAGE COORD. ELEC REQUIREMENTS
10.9 RECESSED MAILBOXES. DOUBLE TIERED 7 UNITS PER TIER. REF 03/A4.21
CONVEYING SYSTEMS
14.1 HYDRAULIC HOLESS ELEVATOR
MECHANICAL
15.1 CONDENSING UNIT REF: MECH
15.2 MECHANICAL DIFFUSER
15.3 MECHANICAL EQUIPMENT REF: MEP
15.4 ELEVATOR PIT SUMP PUMP TIED DRAINED TO OIL SEPERATOR AND SEWER
ELECTRICAL
16.1 LIGHT FIXTURE REF: ELEC
16.2 ELECTRICAL PANEL REF: ELEC
16.3 ELECTRICAL RADIANT HEAT UNIT SEE ELEC DRAWINGS
16.4 EXTERIOR SIGNAGE UPLIGHTS SEE ELEC DRAWINGS
GENERAL ELEVATION NOTES:
1. ALL ELEVATIONS ARE MEASURED FROM THE FIRST LEVEL TOP
OF SLAB (T /SLAB +0' -0 REF CIVIL DRAWINGS FOR
EQUIVALENT USGS ELEVATION.
2. BRICK TYPE "A" SHALL BE NOMINAL SIZE 4X 2- X 8
NOMINAL.
3. BRICK TYPE "B" SHALL BE NOMINAL SIZE 4X2- NOMINAL.
4. ALL BRICK SHALL BE LAID IN Y3 RUNNING BOND UNLESS
NOTED OTHERWISE, W /MASONRY UNITS CUT AS REQUIRED
TO MAINTAIN BOND PATTERN BETWEEN ADJACENT COURSES.
5. MORTAR JOINTS FINISHED (TOOLED) CONCAVE, UNLESS
NOTED OTHERWISE.
Scope Drawings
These drawings indicate the general scope of
the project in terms of architectural design
concept, the dimensions of the building,
the major architectural elements and the
type of structural, mechanical and electrical
systems. The drawings do not necessarily
indicate or describe all work required for
full performance 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
STRUCTURAL DE
INCORPOR
CHARLES SCHAE
337 MAIN STREET
BEECH GROVE /IN/
317.822.
317.822
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DRAWN by rsp
CHECKED by DDVY
DATE issued 08 N
REVISIONS
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A3.3
ANN B
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SHEET NUMBER