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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
4. SCOPE DRAWINGS AND SPECIFICATIONS, AS DEFINED BY THE INDIANA
CONSTRUCTION INDUSTRY COUNCIL'S GUIDELINES, PART I -ICIC 16 ARE USED
IN THE CONTRACT DOCUMENTS FOR THIS PROJECT, THE CONTRACTOR SHALL
PROVIDE THE FOLLOWING:
1. ALL MATERIAL AND EQUIPMENT OF INDUSTRY STANDARD QUALITY,
SPECIFIED OR NOT, AND WITH THE LIMITATIONS OFTHE CONTRACT
DOCUMENTS TO CAUSE THE INSTALLATION TO FUNCTION IN
ACCORDANCE WITH THE INTENTION AND OBJECTIVE OF THE FINISHED
PROJECT.
2. ALL MATERIAL NECESSARY FOR EQUIPMENT TO FUNCTION IN A NORMAL
AND ACCEPTABLE MANNER.
3. ALL WORK REQUIRED TO CAUSE CONTRACTOR'S OPERATIONS TO FIT
AND COORDINATE WITH OTHER TRADES.
4. ALL WORK REQUIRED TO COMPLY WITH GOVERNING CODES WITH RESPECT
TO CONTRACTOR'S ACTIVITY, EXCEPT FOR DESIGN CRITERIA INVOLVING
CAPACITIES AND BASIC DESIGN.
5. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE SIZING OF
INTERCONNECT FACILITIES, SUCH AS DUCTS AND WIRING IN PIECES OF
EQUIPMENT IN ORDER TO UTILIZE THE SPECIFIED CAPACITIES OFTHE
EQUIPMENT. I
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6. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE STANDARDS
ESTABLISHED BY THE RECOGNIZED TRADE ASSOCIATION HAVING
JURISDICTION FOR THE PRODUCT INCLUDED IN THE PROJECT SHALL
GOVERN THE WORK.
7. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
8. ROOM NUMBERS CORRESPOND TO SECTION OF BUILDING
FLOORS: (000) FIRST FLOOR, (100) SECOND FLOOR
9. CAULK JUNCTURES BETWEEN DIFFERENT MATERIAL AS OUTLINED IN
PROJECT MANUAL.
10. ALL DIMENSIONS SHOWN ON DRAWINGS ARE FROM FACE OF
FINISH MATERIAL TO FACE OF FINISH MATERIAL ALL DIMENSIONS
DEEMED QUESTIONABLE BY THE CONTRACTOR ARE TO BE VERIFIED
WITH THE ARCHITECT. DO NOT SCALE FROM THE DRAWINGS.
11. PROVIDE WOOD BLOCKING AT ALL WALL MOUNTED EQUIPMENT AND
CASEWORK.
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PLAN NOTES:
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1. 1/2" LAM. GLASS CANOPY SUPPORTED ON STL. STRUCTURE- A3.1
2. ALUM. ANODIZED CURTAIN WALL ASSEMBLY - REFER TO SPECS.
3. STOREFRONT ENTRANCE TO MATCH CURTAIN WALL ASSEMBLY.
4. GLASS STOREFONT TO MATCH CURTAIN WALL ASSEMBLY.
5. FLOORING TO BE STONE TILE, REFER TO ARCH. SPEC.
6. CONC. FILLED PAN STAIRS AND LANDING.
7. PTD. ALUM. PICKET GUARDRAIL WITH HANDRAIL.
8, CONIC. FILLED PAN STAIRS WITH WOOD TREADS.
9. SLOP SINK, REFER TO PLUMB. DWGS.
10. HYDRAULIC LIFT PASSENGER /SERVICE ELEVATOR, REFER TO ARCH. SPECS
FOR CAB FINISH.
11. WALL MTD. SINGLE UNIT, DOUBLE DRINKING FOUNTA;N, REFER TO
PLUMB. DWGS.
12. FUTURE TENANT: RESILIENT FLOORING.
13. FUTURE TENANT. CONC. FLOORING
14. FACE BRICK- REFER TO ELEVATIONS FOR DESIGNATIONS.
15. PROVIDE PLUMB. ROUGH IN FOR FUTURE TENANT USE.
16. ROOF ACCESS 2'X 3' HATCH DOOR WITH STL. LADDER, REFER TO DWG. A2.3
17. FUTURE TENANT: CARPETED FLOOR.
18. WATER HEATER, REF. PLUMBING DWGS.
19. TELEPHONE BOARD, REF. ELECTRICAL DWGS.
20, GFI OUTLET, REF. ELECTRICAL DWGS.
Scwe aaw p
These drawmgs mdicare the gemml xope ar
The project in trams of a:inVockouldesign
cowNg me dimensions of 6e budding,
da major atcNi duml elem m and the
type of orudmi, mechanical and ek&kai
symms. The drawings do not mcwxvdy
u dkole or describe aB wank required for
Uperformance and mmpleuon of he
rtquimmenh of the =matt. On the harts
of 1he genmal scope fodrated or dasr W,
the pone mrb»ctm shall harm h a# ?ems
tWad for the proper macuboo and
compAm1w of the wont
DRAWN by
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CHECKED by
DR
DATE i,..d
05.19.2005
REVISIONS
ADDENDUM
Q D5.27.05
ADDENDUM
06.05.05
RMSION
1 06.22.05
SRI
9200 KEYSTONE CROSSING
SUITE 300
INDIANAPOLIS/ IN/ 46240
P: 575.2652
F: 575.2659
DUKE
CONSTRUCTION
LARRY RICHARDSON
BRENT E.STUTZMAN
600 E.96TH STREET
SUITE 100
I INDIANAPOLIS / IN /.46240
P: 808.6000
F: 808.6797
SDI
CHARLES P. SCHAEFER
337 MAIN STREET
SUITE A
BEECH GROVE/ IN/ 46107
P: 822.0204
F: 822.0206
WOOLPERT LLP.
GREG SNELLING
7140 WALDEMAR DRIVE
INDIANAPOLIS / IN /46268
P: 299.7500
F: 291.5805
CONSTRUCTION
DOCUMENTS
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WALL TYPES
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3 5/8" METAL STUDS AT 16" O.C.
W W /ONE LAYER 518" GWB ON EACH w �qWqp '
SIDE, W /SOUND BATTS. EXTEND Z
STUDS, BATTS 8r GWB TO 12' ABOVE
FIN. FLOOR. BRACE TO STRUCTURE
3 I
W2 NOT USED
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3 5 16" METAL STUDS AT 16" O.C.
WITH ONE LAYER 5/8" GYPSUM
W3 WALL BOARD ON EACH SIDE-
EXTEND EXTEND STUDS AND GYPSUM BD. I
TO BOTTOM OF CEILING GRID_ j
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(1) 2 1/2", (1) 3 5 18" & (1) 6" MTL I
STUDS @ 16" O.C. W/ ONE LAYER
5/8" GYP. WALL BOARD ON EACH
W SIDE, WITH SOUND BATTS. EXTEND i
STUDS, BATTS AND GYPSUM I
BOARD TO 12' ABOVE FINISH
FLOOR. BRACE TO STRUCTURE
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SHAFTWALL 200 SERIES WALL SYSTEM
MANUFACTURED BY USG. SEAL ALL
JOINTS. PROVIDE FIRESTOPPING AT
WS
L DECK AND PENETRATIONS. PROVIDE
SOUND BATTS.
2 -HOUR WALL 3 518" METAL STUDS AT 16" O.C. W/
ONE LAYER 5/8" GYPSUM WALL I
BOARD ON EACH SIDE. EXTEND
WA AND GYPSUM BOARD TO 1
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BOTTOM OF DECK ABOVE. SEAL ALL " 111DR7f
JOINTS. PROVIDE FIRESTOPPING aG.• ^ ^ """
AT DECK AND PENETRATIONS_ s 7FRo� N.
1 -HOUR WALL PROVIDE SOUND BATTS. `� `
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(1) 3 5/8" & (1) 6" MTL STUDS * = STATE OF
@ 16" O.C. W/ ONE LAYER 5/8" GYP..
w ] WALL BOARD ON EACH SIDE, WITH
SOUND BATTS. EXTEND STUDS, MR
BATTS AND GYPSUM BOARD TO
12' ABOVE FINISH FLOOR.
BRACE TO STRUCTURE
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SECOND FLOOR
PLAN
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SCALE AS NOTED
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