HomeMy WebLinkAbout0815.93.16GENERAL NOTES
1. VERIFY ALL FX15TING CO NDITION5. IF CONDITIONS VARY FROM
PLANS, NOTIFY ARCHITECT /ENGINEER IMMEDIATELY.
2. BUILDING CODE: 1991 UNIFORM BUILDING CODE WITH INDIANA
AMCN04ENT5.
3. DESIGN LOADS:
BA51C WIND; SPEED: 75 MPH, F-XP05URE C
5E15MIC ZONE: 1, OCCUPANCY 111. TABLE No. 23 -L UBC 1991
A. LIVE LOA05:
ROOF:
SLOPE 12" TO 12" 20 P5F
SLOPE 4" TO 12" 25 PSF W /DRIFT CON5IDERATION5
FLOOR:
CORRIDORS: 100 PSF
STORAGE: 100 P5F
CLA55 ROOMS: 40 PSF
MECHANICAL RMS.: 125 P5F
C AN ALLOWANCE FOR ONE (1) TON OF REINFORCING STEEL AND ONE (1)
TON OF OF STRUCTURAL STEEL SHALL BE INCLUDED IN THE BID PRICE
TO BE USED IN THE FIELD AS DIRECTED BY THE STRUCTURAL ENGINEER.
A CREDIT SHALL BE PROVIDED TO THE OWNER FOR UNUSED PORTION5 OF
TH15 ALLOWANCE.
FOUNDATION /CONCRETE NOTES
1. 501L REPORT BY ALT & WITZIG ENGINEERING, INC., '
3405 W. 96TH. STREET, INDIANAPOLIS, 1N. 46268.
FILE No. 53100.
ALLOWABLE SOIL BEARING:
MAIN LEVEL COLUMN FOOTINGS = 2,500 PSF
MAIN LEVEL WALL FOOTINGS = 2,000 P5F
LOWER LEVEL FOOTING5 = 3,500 PSF !
2. THE OWNER SHALL RETAIN THE SERVICES OF A SOILS
ENGINEER TO-MONITOR ALL BACKFILLING OPERATIONS AND
TO INSPECT FOOTING BEARING MATERIAL. A REPORT CERTIFIED
BY THE SOILS ENGINEER SHALL BE FURN15HED TO THE ARCHITECT
VERIFYING THAT ALL FOUNDATIONS WERE PLACED ON A MATERIAL
CAPABLE OF SUSTAINING THE DESIGN BEARING PRESSURE.
3. FOOTINGS SHALL BE PLACED ON FIRM UNDISTURBED SOIL OR y
ON CONTROLLED FILL. CONTROLLED FILL SHALL BE COMPACTED
TO A DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY. (A5TM D- 1557).
4. CONTROLLED FILL SHALL BE PLACED AND COMPACTED IN 6" TO 8"
LIFTS TO DESIRED ELEVATION.
5. IF DEWATERING 15 REQUIRED, SUMPS SHALL NOT BE PLACED
WITHIN THE FOOTING EXCAVATION.
6. MAINTAIN MAXIMUM SLOPE BETWEEN ADJACENT FOOTING BEARING
ELEVATIONS OF 2' HORIZONTAL TO 1' VERTICAL.
7. ALL FOUNDATION WALLS SHALL BE BRACED DURING BACK FILL AND
COMPACTION. COMPACT BACKFILL ON BOTH SIDES OF THE WALL
AT THE SAME TIME WHERE POSSIBLE. DO NOT BACKFILL AGAINST
BASEMENT WALLS UNTIL MAIN AND LOWER LEVEL SLABS HAVE BEEN
PLACED AND HAVE ATTAINED ADEQUATED STRENGTH TO RESIST EARTH
PRE55URE.
8. ALL REINFORCING SHALL BE DETAILED, SUPPLIED, AND PLACED
IN ACCORDANCE WITH ACI 315 -50, ACI 318 -89, AND CR51
HANDBOOK 1992.
9. REINFORCING STEEL SHALL. BE SHOP FABRICATED.
FOOTING REINFORCING STEEL SHALL BE TIED
TOGETHER TO FORM A RIGID MAT.
10. REINFORCING SHALL CONFORM TO A5TM A -615, GRADE 60, FOR
REINFORCING BARS AND ASTM A -185 FOR WELDED WIRE FABRIC.
11. CONCRETE SHALL ATTAIN THE FOLLOWING STRENGTHS IN STANDARD
6"X12" CYLINDERS AT 20 DAYS:
FOOTINGS: ---------------- - - - - -- 3000 PSI
ALL OTHER CONCRETE- - - - - - -- 4000 PSI
12. CONCRETE EXP05ED TO FREEZE -THAW CYCLES SUCH AS EXTERIOR
COLUMN PIERS, EXTERIOR 5LA85 AND SIDEWALKS SHALL HAVE
6% +1% ENTRAINED AIR.
13. ALL FINISHED CONCRETE, CONCRETE FORMWORK, AND FAL5EWORK
SHALL BE IN ACCORDANCE WITH ACI 301 -84,
14. CONTRACTOR SHALL OBTAIN LOCATION OF ALL SLAB
PENETRATIONS, OPENINGS AND CURBS BEFORE PROCEEDING WITH WORK.
15. PROVIDE *5 BARS ® 12" O.C. EACH WAY ON EACH FACE OF ANY
REINFORCED WALL NOT OTHERWISE DETAILED.
16. WHERE MAIN SLAB REINFORCEMENT 15 INTERUPTED BY OPENINGS,
PLACE THE EQUIVALENT OF ONE HALF OF THE INTERUPTED STEEL
IN FULL LENGTH BARS ON EACH SIDE OF THE OPENING UNLESS
OTHERWISE SHOWN.
17. SET ANCHOR BOLTS WITH WOOD POSITIONING TEMPLATES AND BRACE
AGAINST DISPLACEMENT,
10. MINIMUM CONCRETE COVER OVER REINFORCING BARS TO BE
3" AT FOUNDATIONS EXPOSED TO DIRT.
2" AT DIRT FACES OF WALLS AND WALLS EXPOSED TO WEATHER.
12" AT COLUMNS, BEAMS AND PIER TIES.
! 4" AT STRUCTURAL SLABS AND WALLS NOT EXP05ED TO WEATHER.
2" FOR *6 BARS AND GRATER FOR 5LA85 AND WALLS EXP05ED TO
WEATHER.
12" FOR *5 BARS AND SMALLER FOR SLABS AND WALLS NOT TO
EXP05ED TO WEATHER.
19. CONCRETE CONTRACTOR SHALL MAKE ALLOWANCES FOR
DEFLECTION of STRUCTURAL STEEL AND FLOOR DECK UNDER
WEIGHT OF WET CONCRETE WHEN COMPUTING VOLUME OF CONCRETE
USED FOR A GIVEN POUR.
5TRUCTURAL STEEL NOTES
I. STRUCTURAL STEEL SHALL CONFORM TO A5T M A -36 EXCEPT TUBES
SHALL CONFORM TO A5TM A -500, GRADE B WITH FY= 46 KSI.
2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND
ERECTED IN ACCORDANCE WITH THE AISC "SPECIFICATIONS FOR
THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS" AND THE "CODE OF STANDARD PRACTICE FOR
STEEL BUILDINGS ".
3. BOLTED CONNECTIONS SHALL BE 3/4 INCH DIAMETER A -325 BOLTS
IN BEARING TYPE CONNECTIONS UNLESS OTHERWISE NOTED.
4. STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH RUST
INHIBITING PRIMER.
5. ALL SHOP AND FIELD WELDED CONNECTIONS SHALL BE MADE WITH
E70 ELECTRODES AND SHALL BE IN ACCORDANCE WITH AW5
WELDING SPECIFICATIONS.
6, FIELD PAINT ALL WELDS, ABRASIONS, RUST SPOTS AND FIELD
BOLTS ON STRUCTURAL STEEL, J015T AND DECKING AFTER
ERECTION.
7. EXPAN5ION BOLTS TO BE HILTI,
8. HEADED 5TUD5 TO BE BY NELSON.
9. PAINT STEEL COLUMNS BELOW THE SLAB ON GRADE WITH ASPHALTIC
MASTIC. MINIMUM THICKNESS TO BE f6 ".
10. ALL MEMBERS EXPOSED TO THE OUTSIDE AIR (SHELF ANGLES,
LINTELS ETC.) SHALL BE GALVANIZED.
MASONRY NOTES
I. THE CONSTRUCTION MANAGER SHALL HAVE A REPRESENTATIVE ON
SITE TO MONITOR MA50NRY CONSTRUCTION WHEN EVER BOND BEAMS,
OR REINFORCED MA50NRY WALLS ARE BEING GROUTED.
2. CONCRETE MA50NRY UNITS SHALL HAVE A MINIMUM 28 DAY
COMPRE551VE 5TRENGTH OF 1900 P51. SPECIFIED COMPRESSIVE
5TRENQ,TH OF MA50NRY, F'M, =1500 P51 BASED ON NET AREA.
3. ALL MORTAR SHALL BE TYPE 5 FOR C.M.U. IN ALL EXTERIOR WALLS
,
4. COARSE GROUT SHALL BE USED WHERE GROUTING 15 REQUIRED.
5LUMP 5 ALL BE 9" +/- 1 ". MINIMUM 28 DAY GROUT
COMPRESSIVE STRENGTH SHALL BE 2500 P51. �
J015T
I. JOIST SHALL BE THE SIZE AND SPACING AS SHOWN ON THE
TOTAL LOAD DEFLECTION ON ALL JOISTS SHALL BE LIMITED
L/240 AND LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/3
IN INCHES, WHERE L 15 THE SPAN LENGTH IN INCHES.
2. PROVIDE ALL JOIST, BRIDGING AND ACCF-55ORIF-5 FOR A COM
INSTALLATION IN ACCORDANCE WITH THE S.J.[. SPECIFICATION
AND CODE OF 5TANDARD PRACTICE. SHOW ALL BRIDGING A
ACCE55ORIE5 FOR COMPLETE INSTALLATION ON J015T ERECTI
DRAWINGS.
3. BRIDGING SHALL BE COMPLETELY INSTALLED AND JOIST ALIG
BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOI
4. ANCHOR ALL JOIST BRIDGING RUNS AT THEIR ENDS BY WELDI
SPANDREL BEAMS.
5. ALL JOIST AND JOIST GIRDERS SHALL RECEIVE A SHOP PRIM
COAT. (GRAY)
NOTE: STRUCTURAL STEEL SUPPLIER TO
PROVIDE AN ALTERNATE PRICE
WITH PAINTING DELETED FROM ALL
STRUCTURAL STEEL SHAPES.
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I. PROVIDE AND ERECT ROOF DECK IN ACCORDANCE WITH THE 5.D.1.
SPECIFICATIONS AND CODE OF STANDARD PRACTICE. PROVIDE ALL 9 j�
ACCESSORIES INCLUDING CLOSURES AND SUMP PANS. o, f' �'; \ h
o" o, 1 /FTG
2. METAL ROOF DECK SHALL BE 1 z" - 22 GAUGE PAINTED 5TEEL WIDE '
R16 OR 3" - 18 GAUGE DEEP RIB A5 NOTED ON ROOF FRAMING PLANS. \ , \ T /FTG +(12' -6 ") \ BPI
3, INSTALL 1 2" WIDE RIB ROOF A5 SHOWN IN 'TYPICAL 1 2" ROOF `o, \
r; 3.0 V `��' FOR BPI & BP2 ® WALL
DECK FASTENER LAYOUT' ON SHEET "513". ('' 1,,. � °' Pi -BP3
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4. INSTALL 3" DEEP RIB ROOF DECK AS SHOWN IN 'TYPICAL 3" ROOF �(O,
DECK FASTENER LAYOUT' ON SHEET "513 ".
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FOUNDATION PLAN AREA `A'
SCALE:
NORTH
PLAN NOTES:
L SEE GENERAL NOTES ON SHEET "51 ".
2. ELEV. (0' -0 ") = 003.50 FT. U.5.G.5. = LOWER
FLOOR LEVEL.
3. FOR COLUMN FOOTING SCHEDULE 5EE SHEET "52'.
4. FOR TYPICAL FOUNDATION AND CONCRETE DETAILS
5EE SHEET "511 ".
5. FOR COLUMN ANCHORING AND BASE PLATES SEE
SHEET "513 ".
6. FOR WALL FOOTING SCHEDULE SEE SHEET "511 ".
Q HOLD FOUNDATION WALL BLOCK DOWN 1 COURSE AT DOOR. SEE 15
511
1 ELEVATION
STAIR
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SCALE: I 12 " =I' -0" 51
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MAIN LEVEL KEY PLAN
NORTH
CSO
_ARCHITECTS
INCORPORATED
ARCHITECTS
PLANNERS
INTERIOR DESIGNERS
O COPYRIGHT 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS. INDIANA 46240
(317) 848 -7800
SCOPE DRAWNGS
These dr-mgs indicate the general erne of
the project n term! of ar tect a deeq.
c cept, the d1mens1ons of the building, the
major architectural elements, wal the tWe of
-
etructural.metltahicw and G ct al vnte-
The draMngs do not neoes army d-te or
describe al vrorK rlauired f lull p rta
fonnce
and compieton of the req ! ehf f the
Controct. Con the Oo3a; of the general lcope
indicated or described, the trade contractors
Shall fum�eh oil items retwed for the p'oper
ececutan and completion of the tort.
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No.
10943
STATE OF (v ,
/0NAL,0".�.
CERTIFIED BY
SHEET N 0
s l
OF SHEETS
FILE NO
NVC92065 \S1