HomeMy WebLinkAbout1334.97.7n
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DOOR INFORMATION:
D -1 PR. 3' -0 "x 7' -0 ", 3/4" TEMP., INSUL. GLASS, TINTED, THRESHOLD,
PUSH -BAR PANIC DEVICE, FOOT & HEAD BOLTS, COMMERCIAL GRADE
HINGES & CLOSER. PROVIDE STOPS AS REQ'D & GLASS TRANSOM.
D -2 3' -0 "x 7' -0" 3/4" TEMP., INSUL. GLASS, TINTED, THRESHOLD,
PUSH -BAR PANIC DEVICE, FOOT & HEAD BOLTS, COMMERCIAL GRADE
HINGES & CLOSER. PROVIDE STOP AS REQ'D. & GLASS TRANSOM.
D -3 3' -0 "x 7' -0 "x 1 3/4" FLUSH INSUL. STEEL, PAINT TO MATCH BRICK OR BLOCK,
w/ CLOSER, WEATHERSTRIPPING, LEVER -TYPE LOCKSET, DEADBOLT & PEEPHOLE.
D -4 9' -0 "x 10' -0" HIGH, FLUSH INSUL. STEEL OVERHEAD DOOR, MANUAL OPER.,
w/ WEATHERSTRIPPING & LOCKSET. PROVIDE DOOR BUZZER.
NOTES:
1. HARDWARE TO BE ANOD, BRONZE, OR EQUIVILENT COLOR.
2. HARDWARE SCHEDULES, DOOR AND FRAME SPECIFICATION INFO., SHALL BE
PROVIDED TO THE ARCHITECT /OWNER PRIOR TO FINAL BID OR INSTALLATION.
3. ALL MATERIALS MUST BE OF HIGH -GRADE CONSTRUCTION STANDARDS
FOR COMMERCIAL /INDUSTRIAL TYPE INSTALLATION.
4. INTERIOR DOORS FOR MAINT. ROOM TO HAVE HOL. MET. OR ALUM. FRAME.
DOOR TO BE 3' -0"x 7' -0 "x 1 3/4" MET., FLUSH w/ LOCKSET.
4. SEE SPECIFICATIONS SHEETS.
BLOCK WALL - BASE BID
80 �Q BRICK WALL ALTERNATE
iA
30 "x42" STEEL ROOF
ACCESS HATCH (81LC0�
� G � WITH STEEL SHIPS
H. B,
NDUSTRML CItADE r
/A L
PANELS D H. B.
M MECH.
MOORE APPRAISAL CO. a p4
/ (1661 S.F.) UTILITY / SERVICE AREA - &
NOT -IN- BASE - CONTRACT- HOUSE' METERS, EQUIP.. ETC.
D3
G.C. TO PROVIDE 'DESIGN- BUILD'
1 SERVICES, DOCUMENTS, BIDS, ETC.,
FOR HVAC, ELECTRICAL AND PLUMBING
FOR A TYPICAL 20'x 80' TENANT SPACF�-
AND FOR 'HOUSE' EQUIP. ;
D
TYPICAL CEILING F A"10 =x 80' TENANT SHALL
D C BE STANDARD�x4 LAY -IN, AT 9', w/
LEASE AREA STANDARD -"TEE GRID & 2'X4' FLUOR. LIGHTS
I
(2418 S.F.)
\C'= NOT-IN-BASE-CONTRACT
- OVERHEAD DOOR - 9'x10'
TYPICAL
4- � STL. PIPE BOLLARDS -
FILL w/ CONC. - 4' BELOW GRADE -
TO 4' ABOVE GRADE
TYPICAL OF 2 AT EA. O'HEAD DOOR. --
12
/
BLOCK WALL - BAS4 BID
BRICK WALL ALTERNATE
3
o;
6'
o.
O:
loel ESE PLANS ARE INTENDED FOR "GUIDELINE" BID AND CONSTRUCTION
PURPOSES ONLY, AND DO NOT INCLUDE DETAILS AND METHODS OF
CONSTRUCTION FOR ALL AREAS. SUBSTITUTIONS OF MATERIALS AND
METHODS MAY BE PROVIDED, UPON APPROVAL OF OWNER AND ARCHITECT.
THIS ARCHITECT CANNOT GUARANTEE AGAINST HUMAN ERROR, S
OR INACCURACIES CONTAINED WITHIN THESE DOCU
ALL CONTRACTORS A UPPLIERS MUST VERIFY ALL DIMENSIONS AND
DETAILS FOR THEIR WORK, AND REPORT ANY DISCREPANCIES TO THE
ARCHITECT PRIOR TO FINAL BID, FABRICATION, CONSTRUCTION AND
INSTALLATION OF ANY MATERIAL.
HM-C--MORTGAGE CO. OFFICE
/(2024 S.F.) OFFICE
NOT -IN- BASE- CONTRACT OFFICE
\OFFICE
A l-
/ / CONF.
OFFICE
4
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.8. = HOSE BIBB (ANTI - FROST)
STORAGE
CONE. EQUIP. / BREAK
OFFICE COPY RM.
COFCE
OFFICE
OFFICE OFFICE
OPEN OFFICE
OFFICE
OFFICE OFFICE /
OFFIG>`
>I
CE OFFICE /
CO DWELL BANKER
CONF. AN HOR REAL ESTATE
OFFICE, OFFICE --II
(t 596 S.F. APPROX.)
NOT�IN- BASE - CONTRACT
CONF.
/ RECEP.
\ / OFFICE OFFICE OFFICE OFFICE
H. B. ]l O
GENERAL NOTES:
RULES AND REGULATIONS:
1. THE FOLLOWING CODES, REGULATIONS, OR STANDARDS SHALL GOVERN THE CHARACTER
OF THE WORK. ALSO THE QUALITY, STYLE, TYPE AND CAPACITY OF ALL MATERIALS AND
EQUIPMENT USED, AND EVERY REQUIREMENT INCLUDING THE LASTEST REVISIONS OF THESE
REGULATIONS SHALL BE OBSERVED.
1. NATIONAL ELECTRICAL CODE.
2. INDIANA BUILDING CODE. (UNIFORM BLDG. CODE)
3. N. F.P.A.
2. ALL STATE AND LOCAL AGENCIES APPROVALS AND PERMITS SHALL BE OBTAINED PRIOR
TO CONSTRUCTION.
3. GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING FIELD CONDITIONS AND LOCATION
OF ALL UTILITIES PRIOR TO CONSTRUCTION.
4. GENERAL CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH ARCHITECT
PRIOR TO CONSTRUCTION.
5. VERIFY WITH MECHANICAL AND ELECTRICAL CONTRACTORS SIZES AND LOCATIONS OF ALL
LOUVERS, GRILLES, CONDUITS, FLOOR AND ROOF OPENINGS, ETC., PRIOR TO STARTING
WORK IN ANY AREA.
6. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH INDIANA U.B.C., & N.F.P.A. STANDARDS.
7. EXIT DOOR LOCKS SHALL BE IN ACCORDANCE WITH CHAPTER 33, U.B.C.
8. DIMENSIONS ARE TO THE FACE OF STUD FRAMING AND ARE TO THE OUTSIDE FACE OF
MASONRY WALLS, EXCEPT AS NOTED.
9. ALL GYPSUM BOARD SHOWN SHALL BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED.
1/2" GYP. BOARD ON 1 1/2" FURRING FOR BLOCK WALLS.
10. G.C. TO PROVIDE LAWN SPRINKLER SYSTEM DESIGN, DOCUMENTS & INSTALLATION.
70' -0"
8" CONC. BLOCK WALL - PAINTED
INTERIOR & EXTERIOR - TYPICAL FOR 'REAR' WALL
PROVIDE CONTIN. CONC BOND BEAM O +10'
4'x 5' CONC. STOOP - 4 A4
TYPICAL O DOORS. \
OFFICE "
D3
I
OFFICE 6" STEEL STUDS O 16" O.C. w/ 1 LATER OF 5/8" F.C. GYP. BOARD
EACH SIDE. EXTEND THIS DEMISING WALL FROM SLAB UP -TO
METAL ROOF DECK. TYPICAL OF 4 WALLS.
OFFICE PROVIDE i LAYER OF GYP. BOARD TO EXTERIOR PERIMETER
FRONT � SJU WALLS ONLY.
1/2" GYP,. BD. ON 1 1/2" FURRING FOR BLOCK WALLS
& 5/8" PYP. B0. FOR STUD WALLS (ALTERNATE)
WOMEN ®o
SCALE 0
H.B. - — — B I
LEASE AREA BLOCK WALL - BASE BID
BRICK WALL ALTERNATE
DESIGNER FLOORING
I
OF CARMEL
i 3
MEN (6051 S.F. ) A4
NOT -IN- BASE - CONTRACT
I
OFFICE A5 ALT.
H.B. H.B.
BLOCK WALL - BASE BID 5' CONC. WALK
D1 BRICK WALL ALTERNATE SLOPE FROM BUILDING
BUILDING AREA: 21 ,1 10 GROSS S.F.
I 1 AS 2 4 I
41' -4 >,
I
'5 6 7 8
158' -4" _
FLOOR PLAN
SCALE: 1/16" - 1' -0"
L - dl �
DIMENSION INFO NOTE:
DIMENSIONS ARE FROM EDGE TO EDGE OF STUD FRAME.
EXTERIOR WALL ARE TO OUTSIDE EDGE OF FRAME OR
OUTSIDE EDGE OF BLOCK OR BRICK.
D
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No.
4028
DRAWN
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D.E.A.
REVISIONS
8/15/97
DATE
PROJECT NO.
SHEET TITLE
SHEET
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No.
4028
DRAWN
CHECKED
D.E.A.
REVISIONS
8/15/97
DATE
PROJECT NO.
SHEET TITLE
SHEET
A -1