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D u D p u s l o a D u D p u l l
Michael E. Balay, AIA
6801 Lake Plaza Drive,
Suite C -305
Indianapolis, Indiana 46220
Tel: (317) 845 -9402
Fax: (317) 845 -9428
mike@balayarehitects.com
I DT O S B U u I tAJ a a D M I I l
B A L A Y
ARCHITECTS
PROJECT NO.: 0235
r CHECKED BY: MEB
DESCRIPTION J
DATE: 07/10/02 SCALE: 1 =1
ISSUE DATE: 7/12/02
DRAWN BY: ID
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2002 BALAY ARCHITECTS, INC.
FOUNDATION /SLAB
PLAN, FRAMING
PLAN, AND DETAILS
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FRAMING PLAN
SCALE: 1/4" 1' -0"
8:12
5L.
MI* 0111101MIIIMINOIMI. ONO
8:12
SL.
RIDGE LINE
LINE OF WALL
BELOW
5/8" SHEATHING
OVER WOOD
TRUSSES AT 2' -O"
O.G.
TYP. CONTROL JOINT C.J.
SEE NOTES FOR
SLAB REIWORCEMENT
TYP. CONSTRUCTION JOINT)
FLOOR JOINTS SHALL BE SPACED A5 SHOWN ON
PLAN AND WHERE POSSIBLE FLOOR JOINTS
SHALL BE LOCATED ALONG COLUMN LINES.
CONSTRUCTION JOINT LOCATIONS MUST BE
APPROVED BY THE ENGINEER.
SECTION
SCALE: 1 1 /2" 1' -0"
I/2 DIA. x 24 AT 24' D.G.
DOI't. W 6' INTO EXI5TIN6).
EXISTING CONCRETE SLAB.
0
I
m
SLAB THRU
OPENING SEE
FLOOR PLAN FOR
EXACT LOCATIONS
GENERAL CONSTRUCTION NOTES
I. DO NOT SCALE THE DRAWINGS. USE ONLY WRITTEN
DIMENSIONS. ALL DIMENSIONS SHOULD BE FIELD VERIFIED BY
THE CONTRACTOR.
2. ALL PLAN DIMENSIONS ARE FROM COLUMN CENTERLINE, FACE
OF STUD, OR FACE OF CMU, UNLESS NOTED OTHERWISE.
2. ALL FOUNDATION/BLAB PLAN DIMENSIONS ARE FROM OUTSIDE
FACE OF CONCRETE FOUNDATION, UNLESS NOTED OTHERWISE.
3. ARCHITECT MUST BE IMMEDIATELY NOTIFIED OF ANY
DISCREPANCIES IN DIMENSIONS, CODE REQUIREMENTS (BOTH
LOCAL AND STATE), AND /OR OTHER CONDITIONS INDICATED BY
THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. IF
EXISTING JOB SITE CONDITIONS ARE DIFFERENT THAN THOSE
ILLUSTRATED IN THE CONTRACT DOCUMENTS, IMMEDIATELY
NOTIFY THE ARCHITECT IN WRITING.
18 —on
TOP OF SLAB ELEV.
100 -0` TO MATCH
EXISTING STRUCTURE
TO THE WEST
FOUNDATION /SLAB PLAN
SCALE: 1 /4"
4. THE CONTRACTOR SHALL VERIFY ALL MECHANICAL AND
ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO
PROCEEDING WITH THE WORK AND SHALL NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES.
5. TRUSS MANUFACTURER TO DESIGN ENTIRE ROOF SYSTEM PER
STATE AND LOCAL CODES. SEE ARCHITECTURAL AND MEP
DRAWINGS FOR ADDITIONAL INFORMATION REGARDING
STORAGE, MECHANICAL UNITS, ETC. TO BE DESIGNED INTO THE
TRUSSES.
6. BOTTOM OF FOOTING ELEVATION SEE BUILDING SECTION.
FOOTING SEE
BUILDING SECTION
FOUNDATION WALL
SEE BUILDING
SECTION
4" CONCRETE
SLAB -ON -GRADE
WITH 6x6- 1/42.9x142.9
W.W.R. ON 4"
COMPACTED BASE
CONSTRUCT' ON /CONTROL
JOINTS SEE
DETAIL