HomeMy WebLinkAbout1212.00.8A301
FIRST FLOOR PLAN
SCALE: 1/8" = l' -0"
NORTH
GENERAL NOTES
A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF
BRICK. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS.
B. PROVIDE TREATED WOOD BLOCKING SUPPORT AS REQUIRED.
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. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E.
CURTAINWALL AND BRICK), AS OUTLINED IN PROJECT MANUAL.
F. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO
MANUFACTURER'S LIMITING HEIGHT 1/240.
G. SEE A800 SERIES DRAWINGS FOR FINISH PLANS AND SPECIFICATIONS.
H. R.D. ABBREVIATES ROOF DRAIN AND O.D. ABBREVIATES OVERFLOW
ROOF DRAIN.
I. ACTUAL SEA LEVEL ELEVATION FOR PHASE ONE FIRST FLOOR SLAB
IS TO BE VERIFIED ON THE CIVIL DRAWINGS; ARCHITECTURAL
DRAWINGS REFERENCE FIRST FLOOR SLAB AS 0' -0" ; VERITICAL
DIMENSIONS WITHIN THE ARCHITECTURAL DOCUMENTS ARE TAKEN
ABOVE THIS 0' -0" FIRST FLOOR REFERENCE ELEVATION.
J. SEE WALL TYPE LEGEND ON SHEET A201 FOR WALL CONSTRUCTION.
K. PROVIDE SEALANT AROUND ALL DOOR FRAMES; COLOR TO BE
SELECTED BY ARCHITECT FROM FULL MANUFACTURER'S RANGE.
L. PROVIDE CLEAR SEALANT AT ENTIRE PERIMETER OF RESTROOM
COUNTERS, BACKSPLASHES AND SIDESPLASHES; PROVIDE SEALANT
BETWEEN COUNTERS AND SPLASHES.
M. VERIFY LOCATIONS OF MECHANICAL SHAFTS WITH REQUIREMENTS
OF FINAL TENANT LAYOUTS.
PLAN NOTES
0 ROOF HATCH (07700.A).
0 TAPERED INSULATION CRICKET; ARROW INDICATES SLOPE.
Q3 RECESSED DRY CHEMICAL FIRE EXTINGUISHER AND CABINET. MOUNT
TOP OF HANDLE 0 5' -4" A.F.F. PLACE CABINET V -0" CLEAR FROM DOOR
FRAME OR CORNER OF WALL, WHERE APPLICABLE; UNLESS NOTED OTHERWISE.
Q JANITORS SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
OS ALIGN FINISH FACE OF GYPSUM WALL BOARD,
0 DUAL SPOUT ELECTRIC WATER COOLER.
Qi BROKEN LINETYPE INDICATES IMPLIED SLOPE OF ROOF STEEL, WHICH IS
WARPED TO PRODUCE A 1/4" PER FOOT MINIMUM ROOF SLOPE.
® SLOPED STRUCTURE WITH UNIFORM THICKNESS ROOF INSULATION.
l�9 ROOF HATCH 2' -6" x 3' -0' (CLEAR INSIDE DIMENSIONS) ABOVE. (07700A)
10 GRAVEL STOP; POINT OF ROOF LEVEL SHIFT.
1 CONTROL JOINT; EXTEND ENTIRE HEIGHT OF PARTITION, PROVIDE SEALANT AT
CONCRETE MASONRY AND CONTROL JOINT BEADS AT GYPSUM BOARD.
CONTROL JOINTS INDICATED AT DOOR JAMBS SHALL ALIGN WITH OUTSIDE
CORNER OF DOOR FRAME HEAD AND EXTEND UPWARD TO TOP OF PARTITION.
CENTER HORIZONTALLY IN STRAIGHT LENGTH OF WALL WHEN NO DIMENSIONS
OR WORKING POINTS ARE INDICATED.
t2 SCUPPER ROOF DRAIN. SEE PLUMBING DRAWINGS.
t3 PLASTIC LAMINATE COUNTER.
t4 WALL MOUNTED CO2 FIRE EXTINGUISHER. MOUNT TOP 0 4' -6" A.F.F.
COORDINATE LOCATION WITH EQUIPMENT IN SPACE.
15 PROVIDE, ATTACH AND SEAL WHITE PLASTIC SPLASH PLATES; EXTEND DOWN
TO RIM OF JANITOR'S SINK; 48" WIDE ON EACH SIDE x 60" HIGH ABOVE RIM.
16 18" x 24" CLEAR THROAT SIZE ELEVATOR HOISTWAY VENT AND HOOD.
t7 AT LEVEL OF SECOND FLOOR SLAB PROVIDE 1 HOUR EQUIVALENT FIRE
RESISTANCE RATING TO PROVIDE CONTINUOUS SHAFT RATING; EITHER
BY MEANS OF EQUIVALENT CONCRETE DECK THICKNESS METHOD OR
SPRAY FIREPROOFING.
t8 FLOOR DRAIN
i9 EQUIPMENT SUPPORT CURB; REFERENCE MECHANICAL DRAWINGS.
O STRUCTURAL BUILDING BRACE; REFERENCE STRUCTURAL DRAWINGS.
21 MECHANICAL SHAFT LOCATION; VERIFY SIZE AND LOCATION WITH MECHANICAL
DESIGN /BUILD CONTRACTOR PRIOR TO CONSTRUCTION OF SHAFTS.
11 @ POTENTIAL LOCATION OF TENANT ENTRY; ILLUSTRATED TO MEET MINIMAL
CODE EGRESS STANDARDS; 810 AS SHOWN; VERIFY EXACT LOCATIONS AND
NUMBERS OF TENANT ENTRIES WITH OWNER PRIOR TO CONSTRUCTION OF
ENTRY AREA.
23 WALL MOUNTED LADDER; REFERENCE KEYNOTE SPECIFICATION AND KEYNOTE
05500. B.
2a RECESSED BACK LIT TENANT DIRECTORY; MOUNT TOP AT 6' -0" A.F.F.
0 WALKWAY PROTECTION PAVERS LAYOUT TO BE MODIFIED IN THE FIELD IN
ORDER TO SUIT ACTUAL TENANT HVAC ROOF TOP UNIT CONFIGURATION; VERIFY
WITH OWNER. '
26 PLASTIC LAMINATE URINAL SCREEN; 24" WIDE x 42" HIGH; WALL MOUNTED
AND FRONT PILASTER BRACED; MOUNT BOTTOM OF PANEL AT 1' -0" A.F.F.
27 16" x 40" STAINLESS STEEL SPLASH PANEL; MOUNT BOTTOM AT 1' -0" A.F.F.
® WALL MOUNTED DRY CHEMICAL FIRE EXTINGUISHER. MOUNT TOP AT 4' -6" A.F.F.
29 PROVIDE 1/8" THICK PAINTED STEEL PLATE CLOSURE PIECE PLACED ON STUD
WALL BELOW AND SECURELY ATTACHED TO STAIR STRINGER.
WALL TYPES
NOTES:1 - SEE REFLECTED CEILING PLANS FOR WALLS TO DECK
2 - PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD ON ALL WET AREA WALLS
AND BEHIND CERAMIC TILE
3 - PROVIDE 20 GAUGE. 3 5/8' DEEP MINIMUM METAL STUDS WHEN WALL IS FINISHED
W 1
2'/2" 20 GAUGE METAL STUDS 0 16" O.C. WITH
5/8"
Engineers &Interiors
9100 Keystone Crossing
Suite 200
GYPSUM WALL BOARD ONE SIDE.
GYPSUM WALL BOARD EACH SIDE.
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Engineers &Interiors
9100 Keystone Crossing
Suite 200
Indionopolis. Indiana 46240
317.848.7800
GYPSUM WALL BOARD EACH SIDE.
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4" 20 GAUGE "C -H" METAL STUDS 0 24" C. W/
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'X" GYPSUM WALL BOARD ONE SIDE. EXTEND STUDS, 1 HOUR RATED
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4" 20 GAUGE "C -H" METAL STUDS 0 24" 2.C. W/
W13 i " LINER PANEL ONE SIDE AND (1) LAYER /8' TYPE A°
'X' GYPSUM WALL BOARD ONE SIDE. EXTEND STUDS,
LINER PANEL. INSULATION AND GYPSUM WALL BOARD TO 1 HOUR RATED
DECK ABOVE. (1) LAYER 3" SOUND ATTENUATION BLANKET UL - U492 SIM.
IN EACH STUD CAVITY.
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Engineers &Interiors
9100 Keystone Crossing
Suite 200
Indionopolis. Indiana 46240
317.848.7800
FAX 317.574.0957
Architecture
El kV
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FWorlc Architecture
Landscape Architecture
Interior Design
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