HomeMy WebLinkAbout1994 A301 Exterior Elevations,..2 6 16......__ A
=Architects
Engineers &interiors
9100 Keystone Crossing
Suite 200
Indianapolis. Indiana 46240
317.848.7800
FAX 317.5740957
Arditecture
Engineering
Land Planning
Historic Architecture
Landecape Architecture
Interior Design
Space Planning
;,_eyng 993
Scope These amwnas ndicare the general scope of the
pro�ec' n terms o architectural aes gn concept
Drawings the amens ohs of fhe building the mayor architec
tural elements and the type of 'stuctural mechan
ral elec'ncal sys.ems The dravengs do not
neceesany narcate or descnbe all work requ red
'or no performance and convict on of the eauoe-
-9ens of the Contract On the pas s of the genera
econe ndlcated or descnbed the trade contractors
shall `urn eh all terns required for he proper exec-
ration aria complet on or the work
Revisions:
A
Date
12/30/93
Drawn By
DDW
Checked By
MFC
1
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=AUCEf COMPANY
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Certified By
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TOP OF PRECAST PANEL
e ELEV. 26' -10"
z UPPER LEVEL
ELEV.
1
ENTRY LEVEL
ELEV. +0' -0"
LOWER LEVEL
ELEV. -12'-0"
T
SOUTH ELEVATION
=1'
0
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ti
II
1
1/8"
WEST ELEVATION
EAST ELEVATION
1/8" 1'
TOP OF PRECAST PANEL ru
ELEV. 26' -10"
UPPER LEVEL
ELEV. 12' -8"
ENTRY LEVEL
ELEV. +0' -0"
LOWER LEVEL
ELEV. 12' -0"
oz
i
7 1
NORTH ELEVATION o 4
„S. r oy
TOP OF PRECAST PANEL
ELEV. 26' -10
UPPER LEVEL
ELEV. 12' -8"
ENTRY LEVEL
ELEV. +0' -0"
TOP OF PRECAST PANEL
ELEV. 26' -10"
LEV.
UPPER
ENTRY LEVEL
ELEV. +0' -0"
LOWER LEVEL
EL V. -12' -0
DIVISION 12 FURNISHINGS
12 1 ENTRANCE MAT.
LEVEL
12' -8"
CEY \0'ES
DIVISION 2 SITEWORK
2.1 FINISHED GRADE
2.2 CONCRETE SIDEWALK.
2.3 DRAINAGE FILL ON VAPOR BARRIER.
DIVISION 3 CONCRETE
3. CONCRETE SLAB.
3.2 CONCRETE FOOTING.
3.3 CONCRETE FOUNDATION.
3.4 CONCRETE STRUCTURAL SLAB.
3 5 STEEL REINFORCING.
3.6 ARCHITECTURAL PRECAST CONCRETE PANEL
3.7 ARCHITECTURAL PRECAST CONCRETE PANEL ANCHORAGE OR ATTACHMENT MEMBER.
3.8 2" X 3/4" PRECAST REVEAL
3 9 3/4" X 3/4" PRECAST REVEAL
DIVISION 4 MASONRY
4.1 LIGHTWEIGHT CONCRETE MASONRY UNIT.
4.2 NORMALWEIGHT CONCRETE MASONRY UNIT FOUNDATION
4.3 PRECAST CONCRETE LINTEL, SCORED TO MATCH COURSING.
4 4 JOINT REINFORCEMENT AT 16" 0.C. VERTICALLY.
DIVISION 5 METALS
5 1 STRUCTURAL STEEL FRAMING MEMBER
5.2 STEEL JOIST
5.3 STEEL FLOOR DECKING.
5.4 STEEL ROOF DECKING.
5.5 CONTINUOUS STEEL EDGE ANGLE.
5.6 1 1/2" O.D. PIPE RAILING (PAINTED).
5 7 6" DIA PIPE BOLLARDS FILLED WITH CONCRETE (PAINTED YELLOW)
5 8 VERTICAL LADDER WITH 1/2" x 2 1/2" FLAT BAR RAILS SPACED 18" APART,
3/4" DIA. RUNGS WITH NON -SLIP SURFACE AT 12" O.C., ANCHORED WITH
1/2" x 2 1/2" "L" SHAPED FLAT BAR SPACED NOT MORE THAN 5' -0" O.C.
PROVIDE 7" CLEARANCE FROM WALL TO CENTERLINE OF RUNGS.
5.9 6" "C" SHAPED 16 GA. STEEL STUDS AT 16" O.C. WITH
HORIZONTAL BRIDGING SPACED NOT MORE THAN 4' -6" O.C.
510 1/4" X 2 1/2" ALUMINUM RAILING (PAINTED)
5.11 3/4" X 3/4" ALUMINUM RAILING (PAINTED)
512 1 1/2" X 1 1/2" ALUMINUM RAILING (PAINTED).
5.13 STEEL FRAMED STAIR WITH CONCRETE FILLED METAL PAN TREAD AND RISER
ANCHORED TO 12" CHANNEL STRINGER WITH L BRACKETS AND CONCRETE FILLED
PLATFORM SUPPORTED BY L FRAMING MEMBER ANCHORED TO CHANNEL STRINGER.
5 14 3" X 3" X 1/4" STEEL ATTACHMENT ANGLE 6" LONG AT 4' -0" 0 C
5.15 SET RAILING POST IN PIPE SLEEVE W/ NON- SHRINK, NON- METTALIC GROUT.
DIVISION 6 WOOD AND PLASTICS
6.1 WOOD BLOCKING.
6 2 1/2" EXTERIOR GRADE PLYWOOD WALL SHEATHING.
6.3 3/4" EXTERIOR GRADE PLYWOOD ELECTRICAL OR TELEPHONE EQUIPMENT BACKING
PANEL.
6.4 WOOD SHIM.
6.5 2 X TREATED WOOD BLOCKING
6.6 1 X 4 TRIM PAINTED.
6.7 1 X SOLID STOCK BIRCH
6.8 3" ROUND BIRCH HANDRAIL.
6,9 1/2" THICK SOLID STOCK BIRCH
6.10 3/8" THICK SOLID STOCK BIRCH
611 4" HIGH x 3/4" THICK BIRCH BASE W/ 1/2" CHAMFER.
6 12 2X WOOD BLOCKING
DIVISION 7 THERMAL AND MOISTURE PROTECTION
7.1 2" x 24" PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10.
7.2 2" EXTRUDED POLYSTYRENE INSULATION R -10.
7.3 1/2" RIGID INSULATION
7.4 R -11 UNFACED GLASS FIBER BATT INSULATION
7.5 R -14.5 ROOF INSULATION
7.6 SEMI -RIGID GLASS FIBER INSULATION W/ VAPOR BARRIER R -8
7 7 FLEXIBLE SHEET ROOFING SYSTEM BALLASTED -EPDM
7.8 3/4" PERLITE BOARD.
7.9 2 PIECE METAL COUNTERFLASHING
7.1D R -19 UNFACED GLASS FIBER BATT INSULATION
7.11 SEALANT JOINT WITH BACKER ROD.
7.12 SEALANT.
7.13 PREFABRICATED ROOF HATCH,
7.14 1" EXTRUDED POLYSTYRENE INSULATION R -5.
7.15 METAL FLASHING
7.16 FLASHING AND LAP SEALANT.
7.17 EXTERIOR INSULATION AND FINISH SYSTEM W/ 1" OF MOLDED
POLYSTYRENE INSULATION.
7.18 FIRE SAFING INSULATION
719 COMPOSITE PANEL WITH CLEAR FINISH.
7.20 NOT USED.
7.21 6 -MIL POLYETHYLENE VAPOR BARRIER.
7.22 BITUMINUS DAMPPROOFING
7.23 PREFABRICATED ROOF CURB
7.24 FLUID APPLIED WATERPROOFING
DIVISION 8 DOORS AND WINDOWS
8.1 STEEL DOOR.
8.2 STEEL DOOR FRAME
8 3 FLUSH WOOD DOOR
8.4 STEEL DOOR THERMAL RATED
8.5 OVERHEAD COILING RATED DOOR.
8.6 SECTIONAL OVERHEAD STEEL INSULATED DOOR.
8.7 ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR AND ANODIZED FINISH.
8.8 ALUMINUM STOREFRONT WITH ANODIZED FINISH
8.9 1/4" CLEAR TEMPERED GLASS.
810 1" CLEAR INSULATING GLASS
8.11 1" REFLECTIVE INSULATING GLASS.
8 12 1" REFLECTIVE SPANDREL GLASS.
8.13 GLAZED CURTAIN WALL WITH ANODIZED FINISH.
8.14 CURTAIN WALL ATTACHMENT BY CURTAIN WALL SUPPLIER. CONNECTION MUST
ALLOW FOR THERMAL EXPANSION AND CONTRACTION OF SYSTEM.
815 ALUMINUM FLASHING TO MATCH CURTAINWALL AND /OR STOREFRONT
8.16 ALUMINUM SILL BY WINDOW SUPPLIER.
8.17 ALUMINUM THRESHOLD.
8.18 OVERHEAD DOOR TRACK.
8.19 STRUCTURAL GLAZED CURTAINWALL WITH PAINTED FINISH BUTT GLAZED.
8.20 ALUMINUM STOREFRONT WITH PAINTED FINISH
8.21 ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR AND PAINTED FINISH
8 22 ALUMINUM FLUSH DOOR WITH PAINTED FINISH
8.23 BREAK METAL BY STOREFRONT MANUFATURER.
8.24 STOREFRONT ATTACHMENT ANGLE STOREFRONT AND /OR CURTAINWALL SUPPLIER.
8.24 FOLDING PARTITION WITH STC OF 35
8.25 FOLDING PARTITION TRACK
DIVISION 9 FINISHES
9.1 1/2" GYPSUM WALLBOARD, USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH
SCHEDULE FOR FINISHES.
9 2 2" 25 GA. STEEL STUDS AT 16" 0 C.
9.3 3 5/8" 25 GA. STEEL STUDS AT 16" O.0
9.4 6" 20 GA. STEEL STUDS AT 16" 0.C.
9 5 25 GA STEEL CLIP ANGLES
9.6 METAL EDGE TRIM BEAD.
9.7 METAL CORNER BEAD.
9.8 SOUND ATTENUATION BLANKETS.
9.9 ACOUSTICAL PANEL CEILING.
9,10 CERAMIC TILE.
9.11 BASE MATERIAL. SEE FINISH SCHEDULE.
9.12 CARPETING.
913 PAINTED.
9 14 1 /2" EXTERIOR GYPSUM WALLBOARD (USE WITH E I F S
9.15 22 GA. STEEL Z- FURRING 24" 0 C.
9.16 1 5/8" 25 GA. STEEL STUDS AT 16" Q.C.
9.17 EXTRUDED ALUMINUM GYPSUM BOARD WALL END CAP WITH PAINTED FINISH.
9 18 2 1/2' 25 GA STEEL STUDS AT 16" O.0
9.19 GYPSUM BOARD WALL REVEAL 1/2" X 2' (GORDON 520-1/2)
DIVISION 10 SPECIALTIES
10.1 TOILET PARTITION
10.2 URINAL SCREEN
10.3 OPERABLE PARTITION WITH STC RATING.
DIVISION 11 EQUIPMENT
11.1 DOCK BUMPER
3
11.2 DOCK LEVELER WITH OPERATION
I I 11.3 DOCK SEAL STATIONARY ADJUSTABLE HEAD.
DIVISION 14 CONVEYING SYSTEMS
1 4.1 HYDRAULIC 2500 LB PASSENGER /SERVICE ELEVATOR
BUILDING COLORS
BUILDING MATERIAL: i COLOR:
PRECAST CONCRETE I WHITE
GLASS i SOLAR GREY (BLACK
MULLIONS BLACK
BRICK PAVERS i ROSE TAN
DESIGN DEVELOPMENT F a j;4
Sheet Nc
A301
Sheets