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ATTACH METAL STUDS TO UNDERSIDE
OF STRUCTURE. PROVIDE DEEP LEG
TRACK WHERE STUDS ATTACH TO STRUCTURE
ABOVE. STOP GYP BD MIN OF 1/2-
BELOW AND PROVIDE CONT FIRE SAFE JOINTS.
FILL WALL SOLID WITH SAFB(2.5 PCF)
INSULATION IN THICKNESS TO
MATCH REQUIRED METAL STUD SIZE.
3 5/8' 20 GA. METAL STUDS AT 16' O.C.
WITH 5/8' TYPE 'X' GYPSUM BOARD EA SIDE.
ONE HOUR RATED ASSEMBLY
ATTACH GYP BD WITH 1 1/4- TYPE 'S' DRYWALL SCREWS
8' O.C. TO EDGES ANS 12' O.C. TO INTERMEDIATE STUDS.
MTERIOR WALL DETAIL I/Al A
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NOT ALL MAY APPLY. REFER TO PLANS FOR ADDITIONAL NOTES AND INFORMATION.
I. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, JOB CONDITIONS, ETC.
2. ALL DIMENSIONS ON PLANS ARE TO FACE OF MTL STUD WALL, CONCRETE MASONRY UNIT OR BRICK.
3. WHERE DISSIMILAR FLOOR MATERIALS MEET THEY SHALL DO SO UNDER THE CENTERLINE
OF THE DOOR, UNLESS NOTED OTHERWISE.
4. PROVIDE DEEP LEG TRACKS AT ALL METAL STUD CONNECTIONS TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE. FROM
5. HINGE
UNLESS SIDE
NOTEED OTTHOERWIS . DETAILS TYPICAL DETLS WILL TYPICALLY BE LOCATED
SHEET FOR ADDIT10NAL' ENT WALL
INFORMATION.
6. PROVIDE BLOCKING IN METAL STUD WALLS FOR ALL WALL SUPPORTED ITEMS.
7. PROVIDE FIRE STOPPING AT PENETRATIONS OF ALL RATED WALLS.
8. NOT USED.
9. REFER TO CIVIL ENGINEERING DRAWINGS FOR ALL WORK OUTSIDE OF BUILDING PERIMETER.
10. REFER TO FINISH SCHEDULE FOR ALL REQUIRED FINISH INFORMATION.
11. REFER TO DOOR SCHEDULE FOR ALL DOOR AND FRAME TYPES, HARDWARE INFORMATION AND ALL OTHER DOOR
INFORMATION.
12. NOT USED.
14. ALL FINISHES SHALL CONFORM TO CHAPTER 42 OF THE INDIANA BUILDING CODE.
15. WHERE POSSIBLE LEAVE
UNOBSTRUCTED SPACE
CH /PUSH SIDE OF DOORS FOR A.DAECOMPLIANCE. AND
16. USE ONLY PLENUM RATED CABLE.
17. UNLESS OTHERWISE NOTED ALL INTERIOR WALLS WILL BE FINISHED AS PART OF TENANT BUILD OUTS.
18 PROVIDE OO CARSON DESIGN ASSOCIATES PRIOR STUD/GYP LL LENGTH. D
O INSTALLATION COMPLIANCE WITH DESIGN INTENT. LOCATIONS
19. REFER TO TYPICAL DETAIL ON INDEX SHEET FOR LENGTH OF WALL REQUIRED AT HINGE SIDE OF DOOR.
UNLESS OTHERWISE NOTED ON FLOOR PLAN.
INDICATES EXTENTS OF t5' -0' WIDE CONCRETE SLAB
POURED AS PART OF THIS CONSTRUCTION.
REFER TO STRUCTURAL DRAWINGS FOR ALL CONCRETE
FLOOR SLAB CONSTRUCTION INFORMATION. COORDINATE
WITH OWNER ON BLOCK OUTS FOR FUTURE TENANT
PLUMBING REQUIREMENTS.
LEAVE APPROX 6' OF CONCRETE FLOOR AT OUTSIDE
OF WALLS CONSTRUCTED AS PART OF SHELL BUILDOUT.
PROPOSED LOCATIONS OF TENANT DEMISING
WALLS. CONSTRUCTION NOT IN CONTRACT.
CONSTRUCT RATED WALLS AND FLOOR AT ROOM 103; CONSTRUCT
FULL HEIGHT UNRATED WALLS AND FLOOR 0 ROOM 101 AS PART
OF THIS PACKAGE. SEE 1/A1.1 FOR RATED WALL.
ROOM 101 TO RECEIVE 3 5/8' MTL STUDS 0 16' O.C. WITH 5/8' TYPE
'X' GYP BD BOTH SIDES. NO CEILINGS IN 101 OR 103. PROVIDE
BLOCKING IN WALLS IN BOTH ROOMS— COORDINATE WITH GAYLOR ELECT.
BRICK VENEER OVER CMU PLANTER WITH CAST STONE
CONCRETE CAP.
BRICK EXPANSION JOINT AT EIFS INTERSECTION.
SEE 7/A1.2. FOR PIER DETAIL SEE 1/A1.3.
ALUMINUM, ROOF ACCESS LADDER. PROVIDE SECURITY DOOR LOCKED
ACCESS. REFER TO SPECIFICATIONS AND SEE SECTION 2/A5.3
LOCATE S -0' FROM DOOR TO ELECTRICAL ROOM.
10' SQUARE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS.
CONCRETE FLOOR THIS AREA TO BE CONSTRUCTED AS PART
OF TENANT BUILD OUT.
30' HIGH METAL FENCE. LOCATE 0 OUTSIDE EDGE OF BRICK PIERS.
REFER TO SPECIFICATIONS FOR MORE INFO.
C.I.P. CONCRETE PATIO SLAB. REFER TO CIVIL DRAWINGS
FOR INFORMATION.
6' DIX PVC DRAIN LEADER. TIE ROOF DRAIN AND OVERFLOW DRAIN TO
LEADER ABOVE CEILING LINE. DRAIN TO CONNECT TO SUBSURFACE
STORMWAER DRAINAGE. REFER TO CIVIL ENGINEERING DRAWINGS
FOR SIZE, INVERT ELEVATION AND LOCATION OF LINES. ummoommommm
FROST —PROOF HOSE BIB WITH REMOVEABLE VALVE CONTROL.
REFER TO PLUMBING SPECIFICATIONS. PROVIDE SHUT OFF VALVE
ON INTERIOR OF SPACE. TYPICAL 0 FOUR LOCATIONS.
MASONRY COLUMN WITH CAST STONE CAP. REFER TO
STRUCTURAL DRAWINGS FOR FOUNDATION. REFER TO
DETAIL #5/A5.7
NOTE; PIERS MARKED WITH AN ENCIRCLED 'L'
WILL RECEIVE A RECESSED LIGHT. REFER TO
ELECTRICAL DRAWINGS FOR LIGHT INFO.
EXTEND C.I.P. CONCRETE SIDEWALK TO A POINT AT LEAST 24'
FROM EDGE OF ROOF ACCESS LADDER.
DENOTES AREAS OF PATIO TO RECEIVE NO CONCRETE. REFER
TO SITE DRAWINGS FOR ANDSCAPING INFO.
E
CARSON
DESIGN
ASSOaATES
TEA 31-1-- 43.5979
FAX 317.843S975
11590 R MERIDIAN
SUITE 104
CP1EL INDIANA 46032
TEL 512977.0520
VAX 512.977.0384
420 i w PA'1M R LANE
STATE 104
AMM-IN TEXAS 78727
ITT-IMM
CLIENT - DEVELOPER
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ISSUE:
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DRAWING TITLE:
FLOOR
PLAN
JOB NO. DATE:
0940015 BOVEMBER 5,2001
SKEET NUMBER:
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