HomeMy WebLinkAbout05050040.111
A401
SIM.
G.9
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11
C
A
F B.1
B
d'
24'- 103/4" 10' -f4"
1
A402
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TYPICAL ROOF AND
OVERFLOW DRAIN DETAIL
SCALE: NTS
4
13
w
a
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MOM
2' -75/8" 10' -23/" 2' -_111"
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M
04810.A
09253.A
07920.A
06100.A
07620.A (BEYOND)
07620.E (PERFERATED)
07920.A
A
ROOF DRAIN,
REFERENCE PLUMBING DWGS.
/I �07531.A
07531.B
`- 05300.A
07920.1)
TYP. ROOF DRAIN DETAIL
SCALE: NITS
ROOF PENETRATION
07920.D
07620.8
07531.A
07531.8
0 0
05300.A
NOTE:
PROVIDE CRICKETS AS REQUIRED
AT ALL ROOF MOUNTED ITEMS AND
OTHER MISCELLANEOUS PENTRATIONS.
TYPICAL ROOF
PENETRATION DETAIL
SCALE: NTS
10 11
AREA "B"
FUTURE
40' -0" 47' -5 Y"
2
54' -83/"
2 9
A401
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AREA, "C"
FUT�RE
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A402 N
14' -1WY" 18'- Y4" 6' -8A 38' -9y4" 17' -2Y" 16' -9y" '
1' -23/" -
3.7 -
3 '
A401 _
AREA "A" - An= A "Q"
PROPOSED
2
1 2 2.3 2.7 3
1 4
A401 _ A401
FUTURE
OVERALL ROOF PLAN
SCALE: 1/20" = 1'
07700.A
06100.A
07531.A
07531.6
05300.A
05120.A
ROOF HATCH
2 SECTION DETAIL
Al 02 J SCALE: 1" = 1' -0"
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GENERAL NOTES:
A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF PRECAST
PANEL, OR FACE OF C.M.U. ANY DIMENSIONS NOT SHOWN OR DEEMED
QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT /DESIGNER.
DO NOT SCALE DRAWINGS.
B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE
MOUNTED ITEMS.
C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE
MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED
(I.E. 100A). SEE DIVISION 500 DRAWINGS FOR DOOR SCHEDULE.
E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING
SUSPENDED ITEMS.
F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E.
STOREFRONT AND PRECAST).
G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL.
H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE
WITH WALL.
I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S
I G 1 4
A 33 J. SEE SECTION I DRAWINGS FOR FINISH PLANS AND SPECIFICATIONS.
K. ALL I TERIOR WALLS SHALL BE MARKED IN PLAC I G
FOR ARCHITECT /DESIGNER TO REVIEW.
L. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM
MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST
CURRENT AMERICANS WITH DISABILITIES ACT.
PLAN NOTES
(D ALIGN FINISH FACES.
22 STANDARD ROOF DRAIN LOCATION (4' -0" FROM FACE OF PARAPET
O3 3' -0" WIDE OVERFLOW SCUPPER LOCATION. SEE DETIAL 5/A201
® ROOF HATCH ABOVE 2' -6" x S -0 ". SEE STRUCTURAL DRAWINGS FOR
EXACT LOCATION (SEE 2/A102).
�5 VERTICAL LADDER W/ 1/2 "x2 1/2" FLAT BAR RAILS 18" APART W/ 3/4 "0
NON -SLIP RUNGS AT 12 O.C. AT LEAST 7 CLEAR FROM THE WALL.
ANCHOR WITH 1/2"x2 1/2" L- SHAPED FALT BAR AT 5' -0" O.C. MAXIMUM.
O6 HIGHWAY GUARDRAIL ON CONCRETE CURB. SEE DETAIL 1/A402.
O7 ROOF DRAIN LEADER LOCATION
® 3 1/2" HIGH x 4" WIDE CONCRETE CURB (POUR AGAINST WALLS).
U9 ROOF TOP MECHANICAL UNIT OR EXHAUST FAN LOCATION ON CURB. SEE
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATTON
10 CONCRETE RETAINING WALL LOCATION W /STEEL GUARDRAIL. SEE DETAIL
1/A402 AND STRUCTURAL FOR ADDITIONAL INFORMATION
11 CONTINUOUS 4" SOFFIT VENT
12 24" x 24" PAINTED STEEL CEILING ACCESS HATCH
13 24" WIDE RUBBER ROOF PAD WALKWAY. COORDINATE EXTENT AND EXACT ,
LOCATION IN FIELD TO PROVIDE ACCESS TO SERVICE SIDE OF ALL RTU'S.
14 DOOR CONTRACTOR TO PROVIDE HANDRAILS PER SPECIFICATIONS.
" D SEE DETAIL 9 A403.
18 19
25' 0"
IANi
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AREA "B" �- AREA "C"
FUTURE FUTURE
NORTH
C5
- �-- - - - D3
- - - - -i D7
- - - - E7
- -�- - - - F5
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VAI
uke
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808 -6000
Fax: (317) 808 -6797
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CSO
Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
CorRorate Office
280 East 96th Street, Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957 ®copy 9nt 2002
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Certified 0010
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No.
s U11009100361
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.. STATE OF rr
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Drawing Number:
A102
Of Sheets
Duke Job Number:
X
A/E Job Number:
23137