HomeMy WebLinkAboutA1.02 Overlook PlanGENERAL PLAN NOTES
1. DO NOT SCALE DRAWINGS.
2. DIMENSIONS ARE TAKEN TO FACE OF STUD, FACE OF
CONCRETE, FACE OF MASONRY, FACE OF EXISTING
FINISHES, AND COLUMN LINES UNLESS SPECIFICALLY
NOTED OTHERWISE. FINISHED (FIN, FD) OR CLEAR (CLR)
DIMENSIONS INDICATE FINISH SURFACE TO FINISH
SURFACE SPANS BETWEEN WALLS OR FROM FINISH
SURFACE OF WALL TO LATCH/HINGE OF ADJACENT
DOOR OR CENTERLINE OF PLUMBING FIXTURES.
3. USE OF "EQUAL" OR "EQ" WITHIN A DIMENSION STRING
INDICATES A DIMENSION THAT IS TO BE EQUAL ONLY
RELATIVE TO OTHER EQUAL CALLOUTS ON THE SAME
DIMENSION STRING IN WHICH IT APPEARS.
4. ALL DESIGN TEAM DRAWINGS SHALL BE USED TO
LOCATE BUILDING ELEMENTS. CONTACT THE ARCHITECT
WITH CONFLICTS, DISCREPANCIES, AND OMISSIONS
PRIOR TO COMMENCEMENT OF WORK. WRITTEN
DOCUMENTATION SHALL BE PROVIDED BY THE
CONTRACTOR REGARDING SUCH ITEMS.
5. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,
AND LOW VOLTAGE ELEMENTS ARE SHOWN FOR
REFERENCE ONLY. VERIFY EACH ELEMENT WITH THE
ASSOCIATED ENGINEER'S DRAWINGS. COORDINATE
CONFLICTS WITH THE ARCHITECT.
6. FLOORS SHALL SLOPE TO FLOOR DRAINS. SLOPES
SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES.
7. WALL FRAMING, INSULATION, SHEATHING, AND FINISHES
SHALL EXTEND FROM THE TOP OF SLAB TIGHT TO THE
UNDERSIDE OF THE DECK ABOVE UNLESS NOTED
OTHERWISE. PARTIAL HEIGHT WALLS ARE NOTED WITH
TOP OF WALL ELEVATIONS.
8. REFER TO SPECIFICATIONS FOR EACH ITEM
REPRESENTED WITHIN THE DRAWING SET.
9. WALL CONTRACTOR SHALL PROVIDE IN-WALL BLOCKING
FOR WALL MOUNTED OWNER PROVIDED AND
CONTRACTOR PROVIDED ITEMS REPRESENTED WITHIN
THE DRAWINGS AND SPECIFICATIONS.
10. GENERAL CONTRACTOR TO PROVIDE BACKER ROD AND
SEALANT OF A TYPE APPROPRIATE TO EACH CONDITION,
BETWEEN MATERIALS BOTH SIMILAR AND DISSIMILAR
THROUGHOUT THE INTERIOR AND EXTERIOR OF THE
BUILDING. (COLORS TO BE SELECTED BY ARCHITECT)
11. SEE STRUCTURAL DRAWINGS FOR INFORMATION
REGARDING CMU AND CAST-IN-PLACE WALLS.
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32' - 0"54' - 0"N
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14' - 0"4' - 2"4' - 7 1/2"3' - 9 1/4"3' - 9 1/4"4' - 7 1/2"3' - 9 1/4"3' - 9 1/4"4' - 7 1/2"3' - 9 1/4"3' - 9 1/4"4' - 7 1/2"4' - 6"4' - 6"4"3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"3' - 11"4"
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PLAN NOTES -
EXPANSION JOINT COVER. COORDINATE WITH SIDEWALK
CABLE GUARDRAILING SYSTEM W/ INTEGRATED LED
LIGHTING.
WEATHERING TUBE FRAME W/ WEATHERING CHANNEL
('C' SHAPE OF 3/4" X 1" X 3/4" ) SECURED TO TUBE FRAME.
'C' SHAPE TO CONTAIN CONTINUOUS LED LIGHTING. SEE
ELECTRICAL & STRUCTURAL DWGS.
FLUSH TOOLED COLORED CONCRETE DETAIL
NOT USED
WEATHERING STEEL TUBE W/ WEATHERING CHANNEL,
ABOVE DASHED
#
1
2
3
4
5
6
1' - 0"MTL. GUARDRAIL
SCORED LINES W/ STAINED
CONCRETE COLOR TRANSITION WEATHERING STEEL
TUBE. SEE STRUCTURAL
DWGS.
WEATHERING CHANNEL (3/4"X1X3/4 )
MOUNTED TO INSIDE EDGE (3) SIDES
W/ LED STRIP LIGHTING
SLAB EDGE BELOW,
DASHED
WEATHERING STEEL
TUBE ABOVE, DASHED
CONCRETE FOUNDATION BELOW.
SEE STRUCTURAL DWGS.
A3.036COL
COLSEE STRUC.REINF. CONCRETE SIDEWALK,
COORDINATE W/ LANDSCAPE
DWGS.
REINF. CONCRETE DECK, SEE
STRUCTURAL DWGS.
SIMILAR TO 'MM Systems'ECS
SLAB-TO-SLAB SYSTEM
STEEL TUBE. SEE STRUCTURAL
DWGS.
FINISHED GRADE
COOR. W/ STRUCT.See DrawingPer Indiana state Law IC8-1-26,Call Two Full Working DaysBefore You Dig.626 North Illinois Street
Indianapolis, Indiana 46204
Phone: (317) 635-5030
Website: www.browningday.com
Project #:Field Survey:Drawn By:Checked By:Scale:Date:7/30/2021SJCA Inc.CARMEL CLAY PARKS & RECREATIONHAMILTON COUNTY, INWHITE RIVER GREENWAYNORTH TRAIL EXTENSIONSHEET XX OF XX SHEETS100% BID SET6/16/2023 9:23:27 AM\\bdmd.local\UEM\UserShare\jfram\Documents\22A056_CarmelParksWR - Architectural (R21)_jframGQNKL.rvtBDay:22056CheckerJune 16, 2023A1.02Overlook PlanJEFA1.02 1/4" = 1'-0"
Floor Plan11st Floor Overlook
A1.02 1 1/2" = 1'-0"
Floor Plan2Typ. Steel Tube Detail
A1.02 1 1/2" = 1'-0"
Section Detail3Overlook/Sidewalk Expansion Joint REVISION SCHEDULERev. #Revision DescriptionIssue Date