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FIRST FLOOR PLAN
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02 GARBAGE ENCLOSURE PLAN,
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6 i 8 East Market Street I
Indianapolis, Indiana 46202
ph 317/264.8162 Fx 317/264.8165
o x i s o r c h. c o m
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GENERAL TES:
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These drawings indent The gerremiscopa of
A. SCOPE DRAWINGS AND SPECIFICATIONS, AS DEFINED BY THE INDIANA
�cepi,t'dimm ansoffeebuii& ,
concept, the dimensions oJthe burYdu+g,
CONSTRUCTION INDUSTRY COUNCIL'S GUIDELINES, PART I -ICIC 16 ARE USED
7ne motor archdeourulelemews and she
IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. THE CONTRACTOR SHALL
7ypeohn.&. meda.corandeleddrDl
systems. The dmwusgs do not necessortly
PROVIDE THE FOLLOWING:
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Ia9pwfix=nce and co otbn of &
1. ALL MATERIAL AND EQUIPMENT OF INDUSTRY STANDARD QUALITY,
of eemral lhemnLaa On Me fibe
of the generoJ scoperndicared or describes{
SPECIFIED OR NOT, AND WITH THE LIMITATIONS OF THE CONTRACT
*0kv ecorttradarsshoolunushallAm
requised for Ow wr and
DOCUMENTS TO CAUSE THE INSTALLATION TO FUNCTION IN
mmpkBan of the a wori of
ACCORDANCE WITH THE INTENTION AND OBJECTIVE OF THE FINISHED
DRAWN by JR�
PROJECT,
CHECKEDby DR
2. ALL MATERIAL NECESSARY FOR EQUIPMENT TO FUNCTION IN A NORMAL
AND ACCEPTABLE MANNER.
DATE issued 05.19.2005
3. ALL WORK REQUIRED TO CAUSE CONTRACTOR'S OPERATIONS TO FIT
REVISIONS
ADDENDUM Q 05.27.05
AND COORDINATE WITH OTHER TRADES.
ADDENDUM 0 06.05.05
4. ALL WORK REQUIRED TO COMPLY WITH GOVERN NG CODES WITH RESPECT
REMSION Q 06.22.05
TO CONTRACTOR'S ACTIVITY, EXCEPT FOR DESIGN CRITERIA INVOLVING
ONE LAYER 5/8" GYPSUM WALL
CAPACITIES AND BASIC DESIGN.
BOARD ON EACH SIDE. EXTEND i
5. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE SIZING OF
SRI
INTERCONNECT FACILITIES, SUCH AS DUCTS AND WIRING IN PIECES OF
EQUIPMENT W ORDER TO UTILIZE THE SPECIFIED CAPACITIES OF THE
{ BOTTOM OF DECK ABOVE. SEAL ALL
EQUIPMENT.
9200 KEYSTONE CROSSING
JOINTS. PROVIDE FIRESTOPPING
SUITE 300
6. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE STANDARDS
INDIANAPOLIS / IN/ 46240
ESTABLISHED BY THE RECOGNIZED TRADE ASSOCIATION HAVING
P: 575.2652
JURISDICTION FOR THE PRODUCT INCLUDED IN THE PROJECT SHALL I
GOVERN THE WORK.
F: 575.2659
7. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
WALL BOARD ON EACH SIDE, WITH
DUKE
8. ROOM NUMBERS CORRESPOND TO SECTION OF BUILDING
CONSTRUCTION
FLOORS: (000) FIRST FLOOR, (100) SECOND FLOOR
SOUND BATTS. EXTEND STUDS,
LARRY RICHARDSON
9- CAULK JUNCTURES BETWEEN DIFFERENT MATERIAL AS OUTLINED IN
BRENT E.STUTZMAN
PROJECT MANUAL.
600 E.96TH STREET
10. ALL DIMENSIONS SHOWN ON DRAWINGS ARE FROM FACE OF
SUITE 100
FINISH MATERIAL TO FACE OF FINISH MATERIAL ALL DIMENSIONS
INDIANAPOLIS / IN / 46240
DEEMED QUESTIONABLE BY THE CONTRACTOR ARE TO BE VERIFIED
P: 808.6000
WITH THE ARCHITECT. DO NOT SCALE FROM THE DRAWINGS.
F: 808.6797
11. PROVIDE WOOD BLOCKING AT ALL WALL MOUNTED EQUIPMENT AND
CASEWORK.
SDI
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CHARLES P. SCHAEFER
PLAN NOTES: O
337 MAIN STREET
i
SUITE A
1. 1/2" LAM. GLASS CANOPY SUPPORTED ON STL. STRUCTURE - All
BEECH GROVE / IN / 46107
2. ALUM. ANODIZED CURTAIN WALL ASSEMBLY - REFER TO SPECS. '
P: 822.0204
3. STOREFRONT ENTRANCE TO MATCH CURTAIN WALL ASSEMBLY. I
F: 822.0206
4. GLASS STOREFONT TO MATCH CURTAIN WALL ASSEMBLY.
5. FLOORING TO BE STONE TILE, REFER TO ARCH. SPEC. I
WOOLPERT LLP.
6. CONC. FILLED PAN STAIRS AND LANDING.
7. PTD. ALUM. PICKET GUARDRAIL WITH HANDRAIL
8. CONC. FILLED PAN STAIRS WITH WOOD TREADS.
GREG SNELLING
1 9. SLOP SINK, REFER TO PLUMB. DWGS.
7140 WALDEMAR DRIVE
10. HYDRAULIC LIFT PASSENGER /SERVICE ELEVATOR, REFER TO ARCH. SPECS I
INDIANAPOLIS / IN /46268
FOR CAB FINISH. j
11. WALL MTD. SINGLE UNIT, DOUBLE DRINKING FOUNTAIN, REFER TO
P: 299.7500
PLUMB. DWGS. (
F: 291.5805
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. GFl OUTLET, REF. ELECTRICAL DWGS.
WALL TYPES
3 5/8" METAL STUDS AT 16" O.C.
W1 619Q W /ONE LAYER 5/8" GWB ON EACH
SIDE, W /SOUND BATTS. EXTEND
STUDS, BATTS & GWB TO 12' ABOVE
FIN. FLOOR. BRACE TO STRUCTURE
3
NOT USED
3 5/8" METAL STUDS AT 16" O.C.
WITH ONE LAYER 5/8" GYPSUM
WALL BOARD ON EACH SIDE.
EXTEND STUDS AND GYPSUM BD.
TO BOTTOM OF CEILING GRID.
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Bid Documents
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.= No.
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* STATE OF
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FIRST FLOOR
PLAN
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SHEET NUMBER
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1112 1/2", (1) 3 518" & (1 ) 6" MTL
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STUDS @ 16" O.C. W/ ONE LAYER
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5/8" GYP. WALL BOARD ON EACH
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SIDE, WITH SOUND BATTS. EXTEND
STUDS, BATTS AND GYPSUM
BOARD TO 12' ABOVE FINISH
FLOOR. BRACE TO STRUCTURE
SHAFTWALL 200 SERIES WALL SYSTEM
MANUFACTURED BY USG. SEAL ALL
JOINTS.
W5
DEECKAND PENETRATIONS PROVIDE
{
"
SOUND BATTS.
2 -HOUR WALL
3 5/8" METAL STUDS AT 16" O.C. W/
ONE LAYER 5/8" GYPSUM WALL
BOARD ON EACH SIDE. EXTEND i
W6
STUDS AND GYPSUM BOARD TO
{ BOTTOM OF DECK ABOVE. SEAL ALL
JOINTS. PROVIDE FIRESTOPPING
AT DECK AND PENETRATIONS.
1 -HOUR WALL
PROVIDE SOUND BATTS.
(11 3 5/8" & 11 ) 6" MTL STUDS '
@ 16" O.C. W/ ONE LAYER 5/8" GYP.'
N/7
WALL BOARD ON EACH SIDE, WITH
SOUND BATTS. EXTEND STUDS,
BATTS AND GYPSUM BOARD TO
12' ABOVE FINISH FLOOR.
BRACE TO STRUCTURE
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.= No.
2 =` AR- 19400087 �y
* STATE OF
-r v-C -'\\4
FIRST FLOOR
PLAN
SCALE AS NOTED
SHEET NUMBER
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