GENERAL NOTES:1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDEDTO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACTSPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THEPROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWNON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION ANDREPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS TO THEARCHITECT AND THE ENGINEER PRIOR TO COMMENCING WITH WORK. SCALINGOF WORKING DIMENSIONS FROM THE STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODSOF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARYBRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURESAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.VISITS TO THE SITE BY THE OWNER OR THE ENGINEER SHALL NOT RELIEVE THECONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACTDRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAMECHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITHTHE APPROVAL OF THE ENGINEER. WHERE SECTIONS VARY, CONTRACTOR SHALLPROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO THE FINISH CONCRETE SLAB ELEVATIONAT THE GROUND FLOOR.

2. DESIGN STANDARDSA. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2006.B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2005.C. ACI 318-08, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2005.E. AISC STEEL CONSTRUCTION MANUAL, 13th EDITION, 2005.F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2007.

E. ELEVATOR LOADS1. ELEVATOR LOADS TO THE SUPPORTING STRUCTURE SHALL BE PROVIDED TO THE

STRUCTURAL ENGINEER BY THE CONTRACTOR.F. SNOW LOAD

1. GROUND SNOW LOAD: 20 PSF2. FLAT-ROOF SNOW LOAD: 22 PSF3. EXPOSURE FACTOR: 1.04. IMPORTANCE FACTOR: 1.15. THERMAL FACTOR: 1.0

G. WIND LOAD1. BASIC WIND SPEED: 90 MPH (3 - SECOND GUST)2. IMPORTANCE FACTOR: 1.153. EXPOSURE CATEGORY: B4. BUILDING CONDITION: ENCLOSED5. TOPOGRAPHIC FACTOR: 1.0

H. SEISMIC LOAD1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Ss = 0.133g,

S1 = 0.055g2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.106g, Sd1 = 0.062g.3. IMPORTANCE FACTOR: 1.254. SITE CLASS: C5. SEISMIC DESIGN CATEGORY: A6. BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED CONCRETE MOMENT

FRAMES.7. RESPONSE MODIFICATION FACTOR: R = 38. DESIGN BASE SHEAR (1.0E): AREA "A" = 138 KIPS.

AREA "B" = 129 KIPS.9. ANALYSIS PROCEDURE: PER DESIGN REQUIREMENTS FOR SEISMIC DESIGN CATEGORY A.

5. GEOTECHNICAL INFORMATIONA. SOURCE: GEOTECHNICAL ENGINEERING REPORT BY GEOSOURCE, LLC DATED SEPTEMBER 12, 2012.B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACTDRAWINGS AND SPECIFICATIONS.

2. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN LOOSEOR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACEDSO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THISPOTENTIALLY UNDESIRABLE CONDITION.

3. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUND WATER DURING CONSTRUCTION.ALL DEWATERING SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR.

C. SOIL CHARACTERISTICS1. UNIT WEIGHT: 120 PCF SATURATED.2. WATER TABLE DEPTH: VARIES

D. LATERAL EARTH PRESSURE1. AT-REST CONDITION, Ko: 55 PCF, EQUIVALENT FLUID, AT BASEMENT WALLS.2. ACTIVE CONDITION, Ka: 45 PCF, EQUIVALENT FLUID, AT BASEMENT WALLS.3. PASSIVE CONDITION, Kp: 360 PCF, EQUIVALENT FLUID.4. THE PRESSURES LISTED ABOVE ARE BASED ON FREE DRAINING GRANUILAR BACKFILL

MATERIAL WITH NO BUILDUP OF ANY HYDROSTATIC PRESSURE BEHIND THE WALL.5. THE PRESSURES LISTED ABOVE DO NOT INCLUDE THE INFLUENCE OF ANY TYPE OF

SURCHARGE LOADS IN OR ADJACENT TO WALL BACKFILL.E. SLAB-ON-GRADE, SHALLOW FOUNDATION, AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 100 PCI.2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2500 PSF.3. FROST DEPTH: 3'-0".4. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.28.5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5b. UPLIFT: 1.5c. SLIDING: 1.5.

F. DRILLED SHAFTS1. DRILLED SHAFTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CONTRACT

SPECIFICATIONS, SECTION 316329. CONTRACTOR SHALL CONFORM TO ACI 336.1 AND 336.3,UNLESS NOTED OTHERWISE.

2. MINIMUM DRILLED SHAFT DESIGN CAPACITIES ON UNWEATHERED BEDROCK.a. COMPRESSION:

50,000 PSF ALLOWABLE END BEARING WITH A MINIMUM OF 10 FEET SOCKET INTOTHE UNWEATHERED BEDROCK BEARING STRATUM.2,000 PSF ALLOWABLE SHAFT SKIN FRICTION FOR THE PIER PORTION SOCKETED INUNWEATHERED BEDROCK.

b. UPLIFT:2,000 PSF ALLOWABLE SHAFT SKIN FRICTION FOR THE PIER PORTION SOCKETEDIN UNWEATHERED BEDROCK.

c. SHEAR: 25 KIPS ALLOWABLE WITH A EMBEDMENT LENGTH OF AT LEAST 15 FEET.G. FIELD OBSERVATION:

A FIELD REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL REGULARLY OBSERVE ANDMONITOR THE EXCAVATION AND GRADING OPERATIONS AND PERFORM FIELD DENSITY TESTS TODOCUMENT THE COMPACTION AND MOISTURE CONTENT REQUIREMENTS ARE BEING ACHIEVED.

3. FORMWORKa. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCEWITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS,FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACTDRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETESHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE.CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAINFREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESSNOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE ENGINEER,COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMEDUSING UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4"GREATER THAN INDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

4. REINFORCING STEELa. BARS: ASTM A615 GRADE 60 (ASTM A706 GRADE 60 FOR WELDABLE BARS).b. WELDED WIRE FABRIC: ASTM A185, SHEET, Fy = 65KSI.c. DEFORMED BAR ANCHORS (DBA): ASTM A496, Fy = 70 KSId. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH

ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS,

UNLESS NOTED OTHERWISE:(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2"; #5

AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS - 1 1/2".

f. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT ALLINTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE STANDARDDETAILS ON DRAWING S300, UNLESS NOTED OTHERWISE.

5. JOINTSa. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTS

AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE ENGINEER.b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE CLEANED

OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED INMORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF CONSTRUCTION JOINTSHALL BE THOROUGHLY CLEANED AND WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST EXISTINGCONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE ADEQUATELY PREPAREDBY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT DRAWINGS.C. REINFORCED MASONRY: SECTION 042000

1. REINFORCED MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI/ASCE/TMS CODEAND SPECIFICATION.

2. MASONRYa. UNITS: ASTM C90 TYPE I, MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.b. MORTAR: ASTM C270, TYPE S.c. MINIMUM SPECIFIED COMPRESSIVE STRENGTH: f'm = 1500 PSI.

3. REINFORCING STEELa. BARS: ASTM A615 GRADE 60 (ASTM A706 GRADE 60 FOR WELDABLE BARS).b. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".c. MINIMUM LAP SPLICE LENGTH: 48 BAR DIAMETERS.

4. GROUTa. PROPERTIES: COARSE GROUT PER ASTM C476, MINIMUM COMPRESSIVE STRENGTH =

2000 PSI, SLUMP = 8" TO 11".b. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL AND ALL CELLS LOCATED

BELOW GRADE. PROVIDE MASONRY UNITS WITH MINIMUM SPACE INCELLS TO RECEIVE GROUT OF 3" x 3" AND ALIGN THESE CELLS TO PROVIDEUNOBSTRUCTED OPENINGS.

c. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TOINITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR HEIGHTSNOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONSEXCEEDING 1 HOUR.

d. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE TIMEOF PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIALWATER LOSS AND SETTLEMENT HAS OCCURRED.

3. SPECIAL INSPECTIONSA. REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.

1. FREQUENCY: CONTINUOUS UNLESS SPECIFICALLY PERMITTED BY THEPRINCIPAL CODE OF RECORD TO BE PERIODIC.

2. SPECIAL INSPECTOR: QUALIFIED PERSON WHO HAS DEMONSTRATEDCOMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL.

B. SOILS: SITE PREPARATION, EARTHWORK (COMPACTION AND MOISTURE CONTENT)BEARING SURFACES OF FOOTINGS, FILL MATERIALS AND PLACEMENT, ANDEVALUATION OF IN-PLACE DENSITY.

C. DRILLED PIER FOUNDATIONS: MATERIALS, INSTALLATION, BEARING DEPTHAND TESTING.

D. CONCRETE CONSTRUCTION1. MIX DESIGN AND MATERIALS.2. INSTALLATION OF EMBEDDED ANCHOR BOLTS.3. PLACEMENT, CURING, AND PROTECTION TECHNIQUES.4. SAMPLING AND TESTING DURING PLACEMENT.5. STRENGTH VERIFICATION, AIR CONTENT AND SLUMP.6. PRECAST MEMBER FABRICATION, ERECTION, AND CONNECTIONS.7. PROTECTION DURING COLD OR HOT WEATHER.8. EXCEPTIONS: NONSTRUCTURAL SLAB-ON-GRADE.

E. REINFORCING AND PRESTRESSING STEEL1. TYPE, SIZE, AND GRADE.2. WELDING AND MECHANICAL SPLICING.3. PLACEMENT, STRESSING, AND GROUTING.

F. MASONRY CONSTRUCTION1. MATERIALS, INCLUDING PROPORTIONS OF MORTAR AND GROUT.2. MORTAR JOINTS, INCLUDING JOINT REINFORCEMENT.3. REINFORCEMENT AND ANCHOR TYPES, SIZES, AND LOCATIONS.4. GROUT SPACES AND PLACEMENT OF REINFORCMENT.5. GROUT PLACEMENT.6. PREPARATION AND TAKING OF PRISMS AND/OR TEST SPECIMENS.7. STRENGTH VERIFICATION.8. PROTECTION DURING COLD OR HOT WEATHER.

G. STEEL CONSTRUCTION1. IN-PLANT FABRICATIONS OR FABRICATOR CERTIFICATION.2. MATERIALS, INCLUDING WELD FILLERS AND HIGH-STRENGTH BOLTS.3. WELDING AND HIGH-STRENGTH BOLT INSTALLATION.4. SHEAR CONNECTORS FOR COMPOSITE CONSTRUCTION.5. EXPANSION AND ADHESIVE ANCHORS.6. FRAMING AND JOINT DETAILS, INCLUDING BRACING AND STIFFENERS.7. STEEL FLOOR AND ROOF DECK AND ATTACHMENTS.8. COLD-FORMED STEEL FRAMING INSTALLATION AND FASTENERS.

H. SPRAYED FIRE-RESISTIVE MATERIALS: MEMBER SURFACE CONDITIONS, APPLICATIONTECHNIQUES, THICKNESS, DENSITY, AND BOND STRENGTH.

4. DESIGN LOADSA. OCCUPANCY CLASSIFICATION : CATEGORY IIIB. DEAD LOAD

1. ACTUAL WEIGHT OF STRUCTURAL MEMBERS.2. NON-STRUCTURAL COMPONENTS WHICH ARE PERMANENTLY ATTACHED TO

THE STRUCTURE.3. AN ALLOWANCE OF 15PSF HAS BEEN MADE FOR HANGING CEILING AND

ELECTRICAL/MECHANICAL EQUIPMENT SUCH AS HAVC DUCTWORK, PIPES ANDSPRINKLER SYSTEM.

C. LIVE LOAD1. FLOORS SHALL BE DESIGNED TO SUPPORT THE UNIFORMLY DISTRIBUTED LOADS

LISTED BELOW OR A 2000 LBS CONCENTRATED LOAD DISTRIBUTED OVER ANAREA 2.5 FEET BY 2.5 FEET AND LOCATED SO AS TO PRODUCE THE MAXIMUMLOAD EFFECT IN THE STRUCTURE.

2. UNIFORM FLOOR LIVE LOAD:a. OFFICE (GENERAL USE): 50 PSF + 15 PSF PARTITIONb. CLASSROOMS: 40 PSF + 15 PSF PARTITIONc. LARGE MULTI-PURPOSE CLASSROOMS: 100 PSFd. LABORATORY: 100 PSFe. MECHANICAL AND AHU SPACE: 150 PSFf. LOBBIES, STAIRS AND CORRIDORS: 100 PSFg. STORAGE SPACE: 150 PSFh. CORRIDOR AT GROUND LEVEL: 100 PSF

CORRIDOR ABOVE GROND LEVEL: 80 PSFi. ROOF: 20 PSF

D. EQUIPMENT LOADS1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 250 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACTSPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, ORREQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALLPROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURALWORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGNSTANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND WITHNO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTSAND COMPLY WITH ALL APPLICABLE OSHA REGULATIONSA. REINFORCED CONCRETE: SECTIONS 031000, 031500, 032000, 033000

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED INACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETEa. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 4000 PSI, NORMAL WEIGHT.b. DRILLED SHAFT FOUNDATIONS: MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 5000 PSI, NORMAL WEIGHT.c. SLABS ON GRADE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4000 PSI,

NORMAL WEIGHT.d. ELEVATED SLABS AND BEAMS: MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 5000 PSI, NORMAL WEIGHTe. COLUMNS: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI,

NORMAL WEIGHT.f. WALLS: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI,

NORMAL WEIGHT.

5. VERTICAL REINFORCEMENT, UNLESS NOTED OTHERWISEa. PROVIDE 1-#5 VERTICAL AT A MAXIMUM SPACING OF 32", UNLESS NOTED OTHERWISE.b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDE OF CONTROL JOINTS,

AT INTERSECTIONS OF WALLS, AND AT EACH SIDE OF ANY MASONRY OPENING GREATERTHAN 10" IN WIDTH.

c. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FOR FULL HEIGHT OF WALL,EXCEPT WHERE A BAR IS INTERRUPTED BY A STEEL MEMBER, PROVIDE SAME SIZE BARON EACH SIDE OF OPENING WITH LAP SPLICES ABOVE AND BELOW.

d. PROVIDE FOUNDATION DOWEL OF THE SAME SIZE FOR EACH VERTICAL REINFORCINGBAR. DOWELS SHALL BE CAST INTO SUPPORTING CONCRETE. LENGTHOF DOWEL EXTENDING INTO WALL SHALL BE A MINIMUM OF 2" GREATER THAN LAPSPLICE LENGTH SPECIFIED ABOVE.

6. HORIZONTAL JOINT REINFORCEMENTa. PROVIDE LADDER TYPE AT EVERY OTHER COURSE OR AT A MAXIMUM SPACING OF 16".b. BEGIN AT TOP OF FIRST BLOCK COURSE.

7. BOND BEAMS, UNLESS NOTED OTHERWISEa. CONSTRUCT USING 2-#5 HORIZONTAL, UNLESS NOTED OTHERWISE.b. PROVIDE CONTINUOUSLY AT BOTTOM COURSE OF WALL, WITHIN 16" OF TOP OF WALL,

AT EACH BEARING ELEVATION OF STEEL MEMBERS SUPPORTED BY WALL, AT OTHERLOCATIONS INDICATED, AND AT A MAXIMUM SPACING OF 48".

c. PROVIDE BELOW ALL MASONRY OPENINGS AND EXTEND A MINIMUM OF 24" BEYONDEACH SIDE OF OPENING.

8. VERTICAL CONTROL JOINTS, UNLESS NOTED OTHERWISEa. LOCATE AT CHANGES IN WALL HEIGHT OR THICKNESS, AT A MAXIMUM SPACING OF

20 FT OR 1.5 TIMES THE WALL HEIGHT, WHICHEVER IS LESS, AND AT APPROXIMATELY 1/2THE MAXIMUM SPACING FROM WALL INTERSECTIONS. DO NOT LOCATE AT WALLOPENINGS OR IN ELEVATOR SHAFTS.

b. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCKS. USE CORRUGATEDMETAL SEPARATORS AT BOND BEAM LOCATIONS.

c. DISCONTINUE ALL HORIZONTAL REINFORCEMENT AT VERTICAL CONTROL JOINTS.D. STRUCTURAL AND MISCELLANEOUS STEEL: SECTIONS 051200, 055000

1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED INACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 13th EDITION.

2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTORAS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTINGELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADEB, Fy = 46 KSI.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 42 KSI.7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.8. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.b. FRAMING CONNECTIONS: PRETENSIONED JOINTS

WITH STANDARD HOLES, UNLESSNOTED OTHERWISE.

c. BRACING CONNECTIONS: SLIP-CRITICAL JOINTSWITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

d. SLIP-CRITICAL JOINTS SHALL HAVE CLASS B FAYING SURFACES WITH SLIPCHECKED AT THE SERVICEABILITY LIMIT-STATE.

e. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR AGIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLEATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUMSEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-STBOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITEDWITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OFRECORD.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE WITH LOW HYDROGENWHEN REQUIRED.

10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISCPARAGRAPH E4.a. THICKNESS: TO MATCH END GUSSET PLATES.b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" x 1"

LONG FILLET WELDS.11. SHEAR CONNECTIONS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020. AWS D1.1TYPE B WITH MINIMUM TENSILE STRENGTH Fu = 65 KSI.

b. SHEAR CONNECTORS FOR COMPOSITE DECK SLAB SHALL BE 3/4" HEADED STUD,UNLESS NOTED OTHERWISE.

c. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTSSHALL BE FIELD INSTALLED.

12. ANCHOR BOLTSa. ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED AS GRADE 55.b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACINGCONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITINGOF THE STRUCTURAL ENGINEER OF RECORD:(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

13. POST-INSTALLED ANCHORSa. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE TYPE,

UNLESS NOTED OTHERWISE.b. ADHESIVE ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH VINYL

URETHANE METHACRYLATE RESIN ADHESIVE, UNLESS NOTED OTHERWISE.c. MASONRY ANCHORS: ASTM A36 CARBON STEEL

THREADED ROD WITH CYLINDRICAL WIRE MESH SCREEN TUBE AND INJECTABLE HYBRIDADHESIVE, UNLESS NOTED OTHERWISE.

14. GROUT: CEMENTITIOUS HIGH-STRENGTH NONSHRINK WITH MINIMUM COMPRESSIVESTRENGTH = 8000 PSI AT 28 DAY.

E. STEEL DECK: SECTIONS 0531231. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEELDESIGN MANUAL.

2. ROOF DECKa. DECK TYPE PER ROOF PLAN CONFORMING TO ASTM A653 WITH Fy = 33 KSI

Fy = 33 KSI, GALVANIZED G903. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WIND

UPLIFT LOADS AND DIAPHRAGM SHEARS.4. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF END

LAPS AND BEARING AT EXTERIOR SUPPORTS SHALL BE 2". MINIMUM LENGTH OF BEARINGAT INTERIOR SUPPORTS SHALL BE 4".

5. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS AND AROUNDCOLUMNS. ADDITIONAL SUPPORT STEEL SHALL BE PROVIDED BY CONTRACTOR ASREQUIRED AND FABRICATED SO THAT DECK RUNS CONTINOUSLY OVER MINOROPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY OTHER TRADES.

6. MINIMUM STEEL DECK ATTACHMENT SHALL BE AS FOLLOWS:a. DECK SHALL BE FASTENED AT EACH END AND AT INTERMEDIATE SUPPORTS

BY 5/8" DIAMETER PUDDLE WELDS AT A MAXIMUM SPACING OF12" WITH AMINIMUM OF TWO WELDS PER UNIT AT EACH SUPPORT.

b. SIDE LAP CONNECTIONS SHALL BE MADE AT SEAMS USING #10 SCREWS ATA MAXIMUM SPACING OF 36".

c. CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUBFRAMING SHALL BE MADE AT 12" ON CENTER MAXIMUM.

d. PNEUMATIC FASTENERS AND/OR SCREWS SHALL NOT BE SUBSTITUTED WHEREWELDS ARE SPECIFIED, BUT MAY BE USED IN TEMPORARY ATTACHMENT OFSTEEL DECK.

F. COLD-FORMED STEEL FRAMING: SECTION 0540001. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA OR LGSIPUBLICATIONS AS APPLICABLE.

2. SHAPE DESIGNATIONSa. STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA

PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE,FLANGE WIDTH, AND MATERIAL THICKNESS.

b. PURLINS, GIRTS, EAVE STRUTS, AND OTHER MEMBERS: PER LGSI LIGHT GAGESTRUCTURAL STEEL FRAMING SYSTEM DESIGN HANDBOOK, INDICATING MEMBERDEPTH, FLANGE WIDTH(S), SLOPE FOR EAVE STRUTS ONLY, STYLE, AND NOMINALGAGE.

3. FRAMING MEMBERSa. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS

NOTED OTHERWISE.b. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER AND WHERE INDICATED AS "(50)".c. ALL LGSI SHAPES SHALL HAVE MINIMUM YIELD STRENGTH OF 55 KSI AND

MINIMUM ULTIMATE STRENGTH OF 67.7 KSI.4. FINISH

a. STEEL CONFORMING TO ASTM A653: HOT-DIP GALVANIZE TO PROVIDE A COATINGCLASS OF G90.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING ANDMANUFACTURER'S STANDARD HEADS ELSEWHERE

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A-011898(c)

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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GENERAL NOTES -SHEET 1

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ABBREVIATIONS:AA - ALUMINUM ASSOCIATIONAB - ANCHOR BOLTABT - ABOUTACI - AMERICAN CONCRETE

INSTITUTEADH - ADHESIVEAGGR - AGGREGATEAHR - ANCHORAISI - AMERICAN IRON AND

STEEL INSTITUTEAISC - AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONAL - ALUMINUMALTN - ALTERNATEANSI - AMERICAN NATIONAL

STANDARDS INSTITUTEAPPROX - APPROXIMATEARCH - ARCHITECTASTM - AMERICAN SOCIETY FOR

TESTING OF MATERIALSAWS - AMERICAN WELDING

SOCIETYBC - BOLT CIRCLEBETW - BETWEENBLDG - BUILDINGBM - BEAMBO - BOTTOM OFBOS - BOTTOM OF STEELBOT - BOTTOMB/P - BASE OF PIERBRG - BEARINGBRKT - BRACKETCAP - CAPACITYC/C - CENTER TO CENTERCL - CENTER LINECF - CUBIC FEETCHKR - CHECKERCIR - CIRCLECJ - CONSTRUCTION JOINTCLR - CLEARCLJ - CONTROL JOINTCMU - CONCRETE MASONRY UNITCO - CONCRETE OPENINGCOMP - COMPRESSIONCONC - CONCRETECONT - CONTINUOUSCONTR - CONTRACTCOL - COLUMNCONN - CONNECTIONCOTR - CONTRACTING OFFICERCOR - CORNERCOORD - COORDINATECRSI - CONCRETE REINFORCING

STEEL INSTITUTECTR - CENTERCTRD - CENTEREDCY - CUBIC YARDDBL - DOUBLEDET - DETAILDIAG - DIAGONALDIA - DIAMETERDIM - DIMENSIONDK - DECKINGDL - DEAD LOADDN - DOWNDWL - DOWELDWG - DRAWINGE - EASTEA - EACHED - EQUIPMENT DRAINEF - EACH FACEEJ - EXPANSION JOINTEL - ELEVATIONELEC - ELECTRICALELEV - ELEVATOREMBED - EMBEDMENTEQ - EQUALEQUIV - EQUIVALENTEQ SP - EQUALLY SPACEDEQUIP - EQUIPMENTEXIST - EXISTINGEXP - EXPANSIONEXT - EXTERIOREW - EACH WAYFAB - FABRICATEFD - FLOOR DRAINFDN - FOUNDATIONFTG - FOOTINGFF - FAR FACEFL - FLOORFLG - FLANGEFNSH - FINISHFS - FAR SIDEFT - FEETFUT - FUTUREGA - GAGEGALV - GALVANIZEGB - GRADE BEAMGND - GROUNDGR - GRADEGRTG - GRATINGH - SLAB THICKNESSHEF - HORIZONTAL EACH

FACEHEX - HEXAGONHG - HIGH

HK - HOOKHR - HANDRAILHPT - HIGH POINTHORIZ - HORIZONTALHS - HIGH STRENGTHIBC - INTERNATIONAL

BUILDING CODEID - INSIDE DIAMETERIF - INSIDE FACEIJ - ISOLATION JOINTIN - INCHESINTR - INTERIORINVT - INVERTIR - INSIDE RADIUSJT - JOINTKB - KNEE BRACEKPL - KICK PLATEKSI - KIPS PER

SQUARE INCHL - ANGLELAD - LADDERLB - POUNDLD - DEVELOPMENT LENGTHLG - LONGLL - LIVE LOADLLH - LONG LEG HORIZONTALLLO - LONG LEG OUTSTANDINGLLV - LONG LEG VERTICALLONG - LONGITUDINALLPT - LOW POINTLNTL - LINTELLS - LAP SPLICEMATL - MATERIALMAX - MAXIMUMMC - MOMENT CONNECTIONMECH - MECHANICALMEZZ - MEZZANINEMFR - MANUFACTURERMH - MANHOLEMIN - MINIMUMMISC - MISCELLANEOUSMK - MARKMO - MASONRY OPENINGN - NORTHNA - NOT APPLICABLENE - NORTHEASTNF - NEAR FACENOM - NOMINALNW - NORTHWESTNIC - NOT IN CONTRACTNTS - NOT TO SCALENO - NUMBERNS - NEAR SIDEOC - ON CENTEROD - OUTSIDE DIAMETEROF - OUTSIDE FACEOPNG - OPENINGOPP - OPPOSITEOSHA - OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATIONOZ - OUNCEPCF - POUNDS PER CUBIC FOOTPED - PEDESTALPEN - PENETRATEPEMP - PRE-ENGINEERED METAL

BUILDINGPERP - PERPINDICULARPJNT - PROJECTIONPL - PLATEPLC - PLACESPREFAB - PREFABRICATEDPS - PIPE SUPPORTPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPVC - POLYVINYL CHLORIDER - RISERRAD - RADIUSRD - ROOF DRAINREF - REFERENCEREINF - REINFORCEREQD - REQUIREDREV - REVISIONRM - ROOMS - SOUTHSB - SHEAR BARSCHED - SCHEDULESE - SOUTHEASTSECT - SECTIONSH - SHEETSIM - SIMILARSF - SWAY FRAMESLO - SHORT LEG OUTSTANDINGSLP - SLOPESLV - SLEEVESP - SPACESPEC - SPECIFICATIONSQ - SQUARESST - STAINLESS STEELSTD - STANDARDSTL - STEELSTIF - STIFFENERSTIR - STIRRUPSTR - STRAIGHTSTRL - STRUCTURALSTRUC - STRUCTURESW - SOUTHWESTSYMM - SYMMETRICAL

T - TONTEMP - TEMPORARYTHK - THICKTHRU - THROUGHTHD - THREADT/ - TOP OFTOB - TOP OF BOLTT/C ORTOC - TOP OF CONCRETETOG - TOP OF GRATINGT/STL ORTOS - TOP OF STEELT/P - TOP OF PIERT&B - TOP AND BOTTOMTRD - TREADTYP - TYPICALUNO - UNLESS NOTED

OTHERWISEVAR - VARIESVERT - VERTICALVEF - VERTICAL EACH FACEW - WESTWD - WIDEW/ - WITHW/O - WITHOUTWP - WORK POINTWS - WATERSTOPWT - WEIGHTWWF - WELDED WIRE

FABRICWDT - WIDTH@ - AT& - AND# - POUNDS OR NUMBER% - PERCENT

ELEVATION CALLOUT EXAMPLEDETAIL CALLOUT EXAMPLESECTION CALLOUT EXAMPLE

SECTION, DETAIL, AND ELEVATIONIDENTIFICATION SYSTEM

SECTION, DETAIL, AND ELEVATIONSYMBOL IDENTIFIERS

DRAWING SEQUENCE NUMBERINDICATES WHERE TITLE ISLOCATED (MAY NOT BEPRESENT IF CALLOUT ANDTITLE ARE ON THE SAMEDRAWING)

LETTER ORNUMBERDESIGNATORONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR(MAY NOT BE PRESENT IFCALLOUT AND TITLE AREON DRAWINGS WITHINTHE SAME DISCIPLINE)

THE WORD "SECTION" MAY BE REPLACEDWITH "ELEVATION" OR "DETAIL"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

1S001

AS001

SECTION

1S001

AS001

AS001

PIER

COLUMN ABOVE

42"/10'-0"/99'-0"

PIER DIAMETER

MINIMUM SOCKET DEPTHINTO BEARING BEDROCK

TOP OF PIER ELEVATION

DAT

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PAT

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TREANOR NO.

A-011898(c)

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& Pr

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ldin

g90

0 SW

Jac

kson

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te 6

00To

peka

, Kan

sas

6661

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20Te

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296-

8899

Fax

785-

296-

8898

KU # 088-8941

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123456

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ENG

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EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

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GENERAL NOTES -SHEET 2

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STANDARD REINFORCEMENT DETAILS

VERTICAL WALL TO SLAB CORNERAND INTERSECTION REINFORCEMENT DETAILS

SEE CORNER REINFORCEMENT NOTE 3

CORNER REINFORCEMENT NOTES:1. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS

THE OPTION OF REINFORCING CORNERS IN ACCORDANCEWITH OPTION #1 OR OPTION #2.

2. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HASTHE OPTION OF CONSTRUCTING INTERSECTIONS WITHOR WITHOUT CONSTRUCTION JOINTS. REINFORCE PERAPPLICABLE DETAIL.

3. INDICATES CONTRACTOR OPTION: WITH ORWITHOUT LAP SPLICE AT THESE LOCATIONS.

ELEVATION

VERT REINFNOT SHOWN

ELEVATION

DOWEL

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

ELEVATION ELEVATION

DOWEL TYP

VERT REINFNOT SHOWN

LAP

SPLI

CE

LAP

SPLI

CE

LAPSPLICE

LAP

SPLI

CE

LAP

SPLI

CE

LAP SPLICE

HORIZONTAL WALL REINFORCEMENT DETAILSINTERSECTIONS

SEE CORNER REINFORCEMENT NOTE 2

PLANWITHOUT CJ

PLANWITH CJ

PLANWITHOUT CJ

PLANWITH CJ

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

DOWEL TYP

LAP

SPLI

CE

STD 90°HOOK UNO

DOWEL

HORIZONTAL WALL REINFORCEMENT DETAILSCORNERS

SEE CORNER REINFORCEMENT NOTE 1

PLANOPTION #1

PLANOPTION #2

PLANOPTION #1

PLANOPTION #2

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

CORNER BAR

STD 90°HOOKWHEREINDICATED

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

STD 90°HOOKWHEREINDICATED

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

LAP

SPLI

CE

1

1FILL AROUND COLUMN AFTERFLOOR IS CAST AND COLUMNSARE CARRYING FULL DEAD LOAD

CONSTRCTION ORCONTRACTION JOINT

COLUMNCONC OR STEELPER PLAN

SEE PLAN FOR SLAB

(2) #4 EACH SIDE

PREFORMED JOINTFILLER

SLAB-ON-GRADE ISOLATIONJOINT AT COLUMN

6"

TYP

11

SEE PLAN FOR SLAB

FILL AROUND COLUMN AFTERFLOOR IS CAST AND COLUMNSARE CARRING FULL DEAD LOAD

CONSTRUCTION ORCONTRACTION JOINT

(2) #4 EA SIDE

COLUMNCONC OR STEELPER PLAN

PREFORMED JOINTFILLER

EDGE OF GRADEBEAM AND SLAB

SLAB-ON-GRADE ISOLATIONJOINT AT COLUMN

ELEVATOR SILLANGLE AS REQ'DBY ELEVATOR MFR.

L6x6x0'-6" @ 2'-6" OCW/ (2) 1/2" DIA HDDSTUDS

ELEVATOR MFR.

AS REQ'D BY

ELEV

ATO

R M

FR.

AS R

EQ'D

BY

TYPICAL ELEVATOR SILL ANGLE

SLAB REINFPER PLAN

VAPOR BARRIER

ROUND SMOOTH 3/4"x16"DOWELS @12" OC - PAINTAND GREASE ONE END

CJ-1 TYPICAL SLAB-ON-GROUNDCONTRACTION JOINT

FREE DRAINING GRANULARLEVELING COURSE PERPLAN

H

H/2

MAX3"

SEALED (SAWED)1/8" TO 1/4'

0' -

1 1/

4" REINF CLR COVERFROM TOP 1 1/2"

S003A

COMPACTED SUBGRADEMATERIAL PER PLAN

SLAB REINFPER PLAN

VAPOR BARRIERROUND SMOOTH 3/4"x16"DOWELS @12" OC - PAINTAND GREASE ONE END

CJ-2 TYPICAL SLAB-ON-GROUNDCONSTRUCTION JOINT

FREE DRAINING GRANULARLEVELING COURSE PER PLAN

0' -

1 1/

4" REINF CLR COVERFROM TOP 1 1/2"H

H/2

3" MAX

SEALED (SAWED)1/8" TO 1/4"

S003A

COMPACTED SUBGRADEMATERIAL PER PLAN

SEALANT

SEALED JOINT FACE

BACKUP ROD ORPOLYETHYLENESTRIP

INITIAL SAWCUT

SEE SLAB JOINT DETAIL*

0' -

6"*

0' - 1"*

2" T

YP

"D"

1 #5 x 5'-0"TOP & BOTTOM (TYP)

ADDITIONAL BARSPER NOTE 7

ADDITIONAL BARSPER NOTE 7

WALL/SLABUNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE "D" + 3'-6" WITH BARS

CENTERED ON OPENING.2. FOR OPENINGS LESS THAN 12" IN DIAMETER, THE ADD BARS ARE

NOT REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF SLAB = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "D" LARGER THAN 3'-0" AS INDICATED ON

THE DRAWINGS. IF NOT INDICATED, CONTACT THE ENGINEER.5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK

OUT CONCRETE WITHIN OPENING WITH STYROFOAM OR OTHERAPPROVED MATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TOMATCH INSIDE DIMENSIONS OF OPENING AFTER CONCRETE HAS SETFOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFICUSE OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION29CFR1926 SUBPART R.

7. TOTAL AMOUNT OF REINFORCING IN EACH DIRECTION THAT AREINTERRUPTED BY THE OPENING MUST BE REPLACED BYADDITIONAL BARS WITH EQUAL OR GREATER AMOUNTS OFREINFORCEMENT. ADDITIONAL BARS SHALL BE PLACED EQUALAMOUNTS ON EITHER SIDE OF THE OPENINGS.

6' -

6"5'

- 10

"SH

OR

T SP

AN O

F C

ON

C

1 #5 x5'-0" LG.TOP & BOTTOM (TYP)

ADDITIONAL BARSPER NOTE 7

ADDITIONAL BARSPER NOTE 7

WALL/SLABUNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE ("L" OR "W") + 3'-6" WITH

BARS CENTERED ON OPENING.2. FOR OPENINGS ("L" OR "W") LESS THAN 12", THE ADD BARS ARE NOT

REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF CONC = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "L" OR "W" LARGER THAN 3'-0" AS

INDICATED ON THE DRAWINGS. IF NOT INDICATED, CONTACT THEENGINEER.

5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK OUTCONCRETE WITHIN OPENING WITH STYROFOAM OR OTHER APPROVEDMATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TO MATCH INSIDEDIMENSIONS OF OPENING AFTER CONCRETE HAS SET FOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFICUSE OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION29CFR1926 SUBPART R.

7. TOTAL AMOUNT OF REINFORCING IN EACH DIRECTION THAT AREINTERRUPTED BY THE OPENING MUST BE REPLACED BYADDITIONAL BARS WITH EQUAL OR GREATER AMOUNTS OFREINFORCEMENT. ADDITIONAL BARS SHALL BE PLACED EQUALAMOUNTS ON EITHER SIDE OF THE OPENINGS.

6' -

6"

SHO

RT

SPAN

OF

CO

NC

2" TYP

"W"

"L"

OTHER THANTOP BARS

f'c = 4000 PSI

MINIMUM BAR TENSION DEVELOPMENT AND LAP SPLICELENGTHS IN INCHES

19

4037

5448

24

3225

31

LAPCLASS TOP BARS

8#3

#8

#10#11

#9

#5

#7#6

#4

19

2527

22

121517

10

GRADE 60 DEFORMED & UNCOATED BARSIN NORMAL WEIGHT CONCRETE

Ldh (INCHES)BAR SIZE

Ldh

CRITICALSECTION

Ldh

0' -

0 1/

8"

4d

TYPICAL REINFORCING DEVELOPMENT AND SPLICES

MINIMUM BAR TENSION DEVELOPMENT (EMBEDMENT)LENGTH, Ldh, WITH STANDARD END HOOKS

f'c = 4000 PSI7

17

2224

20

111315

9

Ldh (INCHES)f'c = 5000 PSI

6

16

2022

18

101214

8

Ldh (INCHES)f'c = 6000 PSI

12db

bN

O. 3

TH

RO

UG

H N

O. 8

0' -

0 1/

8"0'

- 0

1/8"

0' -

0 1/

8"

0' -

0 1/

8"

5db

NO

. 9, N

O. 1

0, A

ND

NO

. 11 0'

- 0

1/8"

0' -

0 1/

8"

6db

NO

. 14,

AN

D N

O. 1

8

HOOKED BAR DETAILS FOR DEVELPMENT OF STANDARD HOOKS

#3

#11

#10

#8

#9

#6

#7

#4

#5

BARSIZE

ABABABABABABABABAB

CASE 1 CASE 2 CASE 1 CASE 2

OTHER THANTOP BARS

f'c = 5000 PSI

TOP BARS

CASE 1 CASE 2 CASE 1 CASE 2

OTHER THANTOP BARS

f'c = 6000 PSI

TOP BARS

CASE 1 CASE 2 CASE 1 CASE 2

70628070917910287113

28

6056

8172

3637

47

10693121105136118153131170

48

15

3129

4237

19

2519

24

544862547061796787

22

4743

6356

2829

36

8171938110591118101131

37

17

3633

4943

2222

28

6355726381709178101

29

25

5450

7365

3333

42

948310894122105137117152

43

13

2826

3733

1717

22

494355486354706078

22

19

4238

5650

2526

32

73648372948110590117

33

15

3331

4440

2020

25

585166577464837193

26

23

4946

6659

3031

38

8676988511196125107139

40

12

2524

3431

1516

20

443951445749645571

20

18

3835

5146

2324

29

6658766685749682107

31

NOTES:1. TABULATED LENGTHS ARE IN INCHES.2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER

ACI 318-08.3. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT

AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS.4. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL MEMBER, CONCRETE COVER AND

CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS:

5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.6. THE TENSION DEVELOPMENT LENGTH, Ld, IS EQUAL TO THE TABULATED "CLASS A" LAP SPLICE LENGTH.

BEAMS AND COLUMNS

ALL OTHERS

CASE 1 CONCRETE COVER AT LEAST 1.0d AND c.-c. SPACING AT LEAST 2.0 dCASE 2CASE 1CASE 2

b bCONCRETE COVER LESS THAN 1.0d AND c.-c. SPACING LESS THAN 2.0 db bCONCRETE COVER AT LEAST 1.0d AND c.-c. SPACING AT LEAST 3.0 db bCONCRETE COVER LESS THAN 1.0d AND c.-c. SPACING LESS THAN 3.0 db b

SLAB REINFPER PLAN

VAPOR BARRIER

TYPICAL SLAB-ON-GRADE DETAIL

FREE DRAINING GRANULARLEVELING COURSE PER PLAN

REINF CLR COVERFROM TOP 1 1/2"

COMPACTED SUBGRADEMATERIAL PER PLAN

SLAB REINFPER PLAN

SLAB-ON-GRADE PER PLAN

TOP OF SLABPER PLAN

SLAB

TH

ICKN

ESS

PER

PLA

N

DAT

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FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

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E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

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RAW

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KED

BY:

REV

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artm

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f Adm

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tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

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TYPICAL CONCRETEDETAILS - SHEET 1

S003

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(3) #4 BOTTOM CONT

STRINGER LOCATIONPER ARCH

L4x4x3/8 W/ ANCHOR PER ARCH

SLAB REINF PER PLAN

1'-6" 1'-6"

TOP OF SLABEL PER PLAN

VAPOR BARRIER

1'-2

" 1' - 0" 1' - 0"

3" C

LR C

OVE

R

(1) #4 @ 16" OC

THICKENED SLAB-ON-GRADEAT STAIR

(3) #4 BOTTOM CONT

SLAB REINF PER PLAN

1'-6" 1'-6"

TOP OF SLABEL PER PLAN

VAPOR BARRIER

1'-2

"

1' - 0" 1' - 0"

3" C

LR C

OVE

R

(1) #4 @ 16" OC

THICKENED SLAB-ON-GRADEAT CMU

DOWELS TO MATCHVERT REINF

CMU WALL PER PLAN

TOP OF SLAB

MID-SPAN

CLCL

BEAM AND REINFPER PLAN & SCHEDULE

NOTES:1. CONCRETE CLEAR COVER REFER TO GENERAL NOTES SHEET.2. SLAB THICKNESS AND REINFORCEMENT PER PLAN.

x x x x x x x x x x x x x x

SLAB REINF W/ CONT WELDEDWIRE FABRIC (WWF), DRAPEDW/ CLEAR COVER AT TOPAND BOTTOM RESPECTIVELY

SLAB REINF W/ CONT WELDEDWIRE FABRIC (WWF), DRAPEDW/ CLEAR COVER AT TOPAND BOTTOM RESPECTIVELY

DIAGONAL BARS AT SLABRE-ENTRANT CORNER

(1) #5 x 5'-0" LONGTOP & BOTTOM, TYP

SLAB PER PLAN

EDGE OFSLAB (TYP)

(TYP)6" CHAMFERED

CORNER (TYP)

EQUIPMENTBY OTHERS

#3 @ 12"OC EA WAY

KINETIC NOISE CONTROL WEDGETYPE ANCHORS. 3/8" DIA W/ 3" EMBEDMENTINTO SUPPORTING SLAB. SEE NOTES #2AND #3 FOR ADDITIONAL REQUIREMENTS

SLAB PER PLAN0' -

6"

CO

NTR

ACTO

R S

HAL

L VE

RIF

YW

/ MEC

HAN

ICAL

DES

IGN

DO

CU

MEN

T FO

R P

AD T

HIC

KNES

SR

EQU

IRED

, 4" M

IN &

6" M

AX

CO

VER

1" C

LR

3"TOP OF SLABPER PLAN

NOTES:1. CONTRACTOR SHALL VERIFY PAD SIZE AND LOCATION WITH MECHANICAL

AND ARCHITECTURAL DESIGN DOCUMENTS PRIOR TO PLACING CONCRETE PAD.2. CONTRACTOR SHALL VERIFY WITH THE EQUIPMENT SUPPLIER FOR QUANTITY

AND LOCATIONS OF THE ANCHORS.3. CONTRACTOR SHALL FOLLOW ANCHOR SUPPLIER'S SPECIFICATIONS AND

TECHNICAL GUIDE FOR ANCHOR INSTALLATION.

TYP

4 1/

2"

T/SLAB ELSEE PLAN

EMBED L6x6x3/8 x 1'-3"W/ (3) 1/2" DIA HEADEDSTUDS @ 0'-8" LONG EA LEG

MIN L4x4x1/2 x 0'-8"

HANGER BY STAIR SUPPLIER.COORDINATE W/ ARCHDRAWINGS FOR LOCATION

SLAB REINFPER PLAN

TYPICAL STEEL STAIRHANGER AT CONCRETE BEAM

STAIR STRINGER

CONNECTION BYSTAIR SUPPLIER SLAB REINF

PER PLAN

EMBED PL 1/2"x8"x0'-8" W/(4) 1/2" DIA x 0'-6" LONGHEADED STUDS

BEAM & RENIF PERPLAN & SCHEDULE

8"

SLAB REINFPER PLAN

ELEVATOR SILL ANGLE ASREQ'D BY ELEVATOR MFGR

EMBED PL 1/2"x6"x0'-8"W/ (2) 1/2" DIA x 6" LONGHEADED STUDS AT 2'-0"OCAND AT EACH END

BEAM & REINF PERSCHEDULE AND PLAN

0' -

2 5/

8"

AS R

EQ'D

BY

ELEV

ATO

R M

FGR

0' - 7" AS REQ'D BYELEVATOR MFGR

TYPICAL ELEVATOR SILL ATCONCRETE BEAM

DAT

E PR

INTE

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FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

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405

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BY:

REV

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Dep

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f Adm

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tratio

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ffice

of F

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& Pr

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6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

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LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:29:

42 A

MC

:\Rev

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rvt

TYPICAL CONCRETEDETAILS - SHEET 2

S004

02.1

4.20

13

DESIGNDEVELOPMENT

68150

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TYPICAL CONCRETE SLAB REINF LAYOUT

TYPICAL HOUSE KEEPING PAD ON SLABTYPICAL STEEL STAIR AT CONCRETE BEAM

SHEE

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CONCRETE MASONRY UNIT (CMU) NOTES:A. GENERAL

1. ENGINEERED MASONRY IS DESIGNED IN ACCORDANCE WITH"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"ACI 530/ ASCE 5/ TMS 402, 2005

2. UNITS: ASTM C90, TYPE II NORMAL WEIGHT EXCEPT OVEN-DRYWEIGHT SHALL NOT BE LESS THAN 119 PCF.COMPRESIVE STRENGTH = 1900 PSI MINIMUMMORTAR: ASTM C270 TYPE S = 1800 PSIASSEMBLY/PRISM MINIMUM COMPRESSIVE STRENGTH, f'm = 1500 PSIGROUT: ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI,SLUMP = 8" to 11".REINFORCING STEEL BARS: ASTM A615 GRADE 60.

3. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL ORANCHORS.

4. CONSOLIDATE GROUT IN ASSEMBLED WALLS.5. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN CMU

WALLS AS FOLLOWS:#4 BARS: MINIMUM 24 INCHES#5 BARS: MINIMUM 30 INCHES#6 BARS: MINIMUM 36 INCHES

6. WHERE STRUCTURAL STEEL MEMBERS PENETRATE CMU WALLS,PROVIDED FIRE RESISTIVE CLOSURE AS REQUIRED ALLOWING FOR1 INCH CLEARANCE AROUND STEEL. PACK WITH FIRE SAFINGINSULATION AND INSTALL A 22 GAGE GALVANIZED SHEET METALENCLOSURE SECURED TO WALL. SEAL ALL AROUND WITH FIRE-RESISTIVE SEALANT.

7. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE8. PROVIDE SUPPORT AT THE TOP OF WALLS, UNLESS INDICATED

OTHERWISE. SEE NOTE E.B. VERTICAL REINFORCING

1. UNLESS NOTED OTHERWISE INDICATED, PROVIDE (1) #5 VERTICALCENTERED IN THE WALL AT THE FOLLOWING SPACING: 32"

2. PROVIDE AN ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDEOF CONTROL JOINTS, AT INTERSECTION OF EXTERIOR WALLS, ANDAT EACH SIDE OF ALL MASONRY OPENINGS GREATER THAN 10" INWIDTH. IN OPENINGS MORE THAN 24" PROVIDE ADDITIONAL VERTICALREINFORCEMENT IN TWO ADJACENT CELLS ON EACH SIDE OF THEOPENING. ADDED VERTICAL REINFORCEMENT SHALL BE CONTINUOUSFOR THE FULL HEIGHT OF WALL UNO. SEE ADD BAR DETAIL ON THIS

DWG.3. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS VERTICAL

BARS IN THE WALL ABOVE. SHALL BE LOCATED AT EACH VERTICALWALL REINFORCEMENT AND SHALL EXTEND A MINIMUM OF 18" (450mm)INTO THE CONCRETE FOUNDATION WALL. AT THICKENED SLABS,EXTEND DOWELS TO WITHIN 2" (50mm) OF THE BOTTOM OF SLAB ANDPROVIDE A STANDARD 90° HOOK.

4. EXTEND ALL VERTICAL BARS FROM THE BOTTOM COURSE THROUGHTHE TOP MOST BOND BEAM.

5. PROVIDE VERTICAL REINFORCEMENT IN ALL CELLS UNDER AND ONEON EACH SIDE IF A CONCRETE BEAM IS SUPPORTED BY MASONRY WALL(LOAD BEARING WALLS ONLY).

C. HORIZONTAL REINFORCING1. CONSTRUCT BOND BEAMS USING (2) #5 HORIZONTAL UNO.2. PROVIDE BOND BEAMS AT 4'-0" MAX VERTICAL SPACING WHERE NOT

INDICATED ON DRAWING, OR AT OTHER ELEVATIONS AS INDICATED.3. LOCATE BOND BEAMS AT THE BOTTOM-MOST COURSE AND THE

TOP-MOST OR AT THE SECOND FROM TOP-MOST COURSE AS PRACTICAL.4. PROVIDE BOND BEAM BELOW ALL MASONRY OPENINGS AND EXTEND

A MINIMUM OF 16" BEYOND EACH SIDE OF OPENING.5. DISCONTINUE BOND BEAM REINFORCEMENT AT WALL CONTROL JOINTS

EXCEPT AT ELEVATED FLOOR AND ROOF LEVELS.6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER

COURSE OR A MAXIMUM 16" SPACING. BEGIN JOINT REINFORCINGAT THE TOP OF SECOND BLOCK COURSE ABOVE FLOOR SLAB.

7. DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS.D. CONTROL JOINT

1. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCK;USE CORRUGATED METAL SEPARATOR AT BOND BEAM LOCATIONS.

2. LOCATE CONTROL JOINT WHERE INDICATED ON THE ARCHITECTURALFLOOR PLANS; OR WHEN NOT INDICATED AS LISTED BELOW:a. LOCATE APPROXIMATELY 1/2 THE WALL HEIGHT FROM WALL

INTERSECTIONS. LOCATE AT SPACING NOT GREATER THAN 24'-0"IN INTERIOR WALLS; 15'-0" IN EXTERIOR WALLS.

b. AVOID CREATING SLIP PLANES AT DOOR OR WINDOW LOCATIONS.c. LOCATE ABOVE EXPANSION AND CONTROL JOINTS IN SUPPORTING

CONCRETE FLOOR, BEAMS, OR WALLS.d. DO NOT PROVIDE INTERMEDIATE CONTROL JOINTS IN PARAPET WALLS

UNLESS SO INDICATED ON THE ARCHITECTURAL DRAWINGS.3. EXPANSION / CONTRACTION JOINTS:

a. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE TOP OF THE CMU WALLAND THE BOTTOM OF THE CONCRETE STRUCTURE, EXCEPT AT LOADBEARING WALLS.

b. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE END OF AN INTERIOR CMUWALL AND THE SIDE OF A CONCRETE BEAM.

c. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFEINGINSULATION AS REQUIRED (FULL WIDTH AND FULL LENGTH) OF THESAME THICKNESS AS THE JOINT.

E. TOP CLIP SUPPORTS:1. PROVIDE BENT PLATE SUPPORTS OR DIAGONAL BRACING SUPPORT AT

EVERY VERTICAL REINFORCEMENT LOCATION AND AS LISTED BELOW,EXCEPT AT LOAD-BEARING WALLS.

2. LOCATE AT DISCONTINUOUS ENDS OF WALLS, AT EACH SIDE OF INTERMEDIATECONTROL JOINTS, AND AT EACH SIDE ABOVE OPENINGS WIDER THAN 6'-6".

3. TWO CELLS UNDER EACH TOP CLIP SHALL BE FULLY GROUTED. SOLIDMASONRY UNITS MAY BE PROVIDED.

F. LINTELS:1. PROVIDE MASONRY LINTELS ABOVE OPENINGS IN MASONRY WALLS AS

REQUIRED. SEE DETAILS ON THIS DRAWING.

WALLCONTROLJOINT

STEEL BEAMSEE NOTE A.6

LINTEL

DOWEL (TYP)SEE NOTE B.3

T.O. WALL

FLOOR

CONTINUOUS WIREREINFORCING @1'-4" O.C. VERTSEE NOTE C.6

BOND BEAMW/ (2) #5HORIZONTALREINF

FULL HEIGHT VERTICALREINFORCING AT BEARINGOF LINTEL (TYP) PROVIDEONE VERT BAR FORLINTEL L-1; TWO VERTICALBARS FOR LINTEL-2 TYPICAL VERTICAL

REINFORCING FILLCELLS W/ GROUTSEE NOTE B.1TYPICAL CMU WALL ELEVATION

1' -

4"

TYPICAL BOND BEAM

VERTICALREINF. AS REQ'D.FILL WITHGROUTCMU LINTELW/ (2) #5

METAL LATH SCREEN

8"

8"

TYPICAL FOR MASONRY OPENINGS UPTO 4'-0" WIDE. PROVIDE 8" BEARINGAT EACH END.

LINTEL L-1

VERTICALREINF. AS REQ'D.FILL WITHGROUTCMU LINTELW/ (2) #5

ALTERNATING 2"HOOK DIRECTION

8"

8"

TYPICAL FOR MASONRY OPENINGSGREATER THAN 4'-0" TO 10'-0" WIDE.PROVIDE 16" BEARING AT EACH END.

LINTEL L-2

VERTICALREINF. AS REQ'D.FILL WITHGROUTCMU LINTELW/ (2) #5

ALTERNATING 2"HOOK DIRECTION

2 C

OU

RSE

S H

IGH

CONT JOINT REINFAT 1'-4" OC VERT

VERT REINFFILL CELLSW/ GROUT

CMU WALL

TYPICAL CMU WALL CORNER DETAIL

BOND BEAMREINFORCEMENT

CMU WALL

STD 90° HOOK

VERT WALLREINF (TYP)

TYPICAL CMU WALL CORNER DETAILAT BOND BEAMS

LAPSPLICE

CONT JOINT REINFAT 1'-4" OC VERTDISCONTINUE ATWALL INTERSECTION

VERT WALL REINF FILLCELLS W/ GROUT

RAKE MORTAR BACK& FILL W/ SEALANTEACH SIDE

CMU WALLS

CONT JOINT REINFAT 1'-4" OC VERTDISCONTINUE ATWALL INTERSECTION

1 1/2"x1/4" STEELANCHOR STRAP@ 16" OC VERT

TYPICAL CMU WALL INTERSECTION DETAIL

3"

2'-0

"

3"

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

BOND BEAM REINF

VERT WALL REINF

CMU WALL

TYPICAL CMU WALL INTERSECTION DETAILAT BOND BEAMS

TYPICAL CMU WALL REINFORCING

VERT WALL REINFCENTERED IN CELL,FILL CELL W/ GROUT CMU WALL

CONT JOINT REINFAT 1'-4" OC VERT

VERT REINFFILL CELLW/ GROUT

CONT JOINT REINFORCINGAT 1'-4" OC VERT DISCONTINUEAT CONTROL JOINT

PREMOLDED CONTROLJOINT KEY INSERT

CONTROL JOINT(PROVIDE JOINTSEALANT EA SIDE)

TYPICAL CONTROL JOINT DETAIL

CMU WALL

CMU WALL

18 GAGE CORRUGATEDMETAL SEPERATOR

DISCONTINUE BONDBEAM REINFORCEMENTAT CONTROL JOINTSEE NOTE C.5

VERT REBARFILL CELLSW/ GROUT

TYPICAL CONTROL JOINT DETAILAT BOND BEAMS

1' - 4"OPENING WIDTH

1'-0" TO 4'-0" 1' - 4"

OPE

NIN

G H

EIG

HT

AS R

EQU

IRED

#5 VERT ADD BARS FULLHEIGHT. FILL CMU CELLSBOTH SIDES OF OPENINGSEE NOTE B.2

BOND BEAM W/(2) #5 CONTINUOUS

CONTINOUS WIREREINFORCEMENT

MASONRY LINTEL

TYPICAL NON-LOAD BEARING CMU WALL CLOSUREDETAIL AT ROOF DECK WALL PARALLEL TO FLUTES

ROOF DECK ORMETAL ROOFING

FIRE RATEDSEALANT

FILL VOID AT TOP OFCMU WALL W/ FIRESAFING INSULATION

GROUT SOLID ATVERTICAL RST

CMU BOND BEAMW/ (2) #5 CONT

VERT WALLREINFORCEMENTEXTEND FULLHEIGHT THRUBOND BEAMS

METAL LATH SCREEN

CONTINUOUS WIREREINFORCEMENTAT 16" OC VERT

TYPICAL NON-LOAD BEARING CMU WALL CLOSUREDETAIL AT ROOF DECK WALL PARALLEL TO JOIST

ROOF DECK ORMETAL ROOFING

20 GA SHEET METALCLOSURE BOTH SIDESANCHOR TO CONCRETEBLOCKFILL VOID AT TOP OFCMU WALL W/ FIRESAFING INSULATION

CMU BOND BEAMW/ (2) #5 CONTVERT WALLREINFORCEMENTEXTEND FULL HEIGHTTHRU BOND BEAMS

METAL LATH SCREEN

CONTINUOUS WIREREINFORCEMENTAT 16" OC VERT

STEEL ROOFPURLIN

CONTINUOUSL4x4x1/8 ANCHOREDTO PURLINS

COMPRESS ROOFINSULATION

TYPICAL NON-LOAD BEARING CMU WALL CLOSUREDETAIL AT ROOF DECK WALL PERPINDICULAR TO FLUTES

ROOF DECK ORMETAL ROOFING

FIRE RATEDSEALANT

FILL VOID AT TOP OFCMU WALL W/ FIRESAFING INSULATION

CMU BOND BEAMW/ (2) #5 CONT

VERT WALLREINFORCEMENTEXTEND FULLHEIGHT THRUBOND BEAMS

METAL LATH SCREEN

CONTINUOUS WIREREINFORCEMENTAT 16" OC VERT

1"

GROUT SOLIDAT VERT RST

FILL VOID AT TOP OFCMU WALL W/ FIRESAFING INSULATION

GROUT SOLID ATVERTICAL RST

CMU BOND BEAMW/ (2) #5 CONT

VERT WALLREINFORCEMENTEXTEND FULLHEIGHT THRUBOND BEAMS

METAL LATH SCREEN

CONTINUOUS WIREREINFORCEMENTAT 16" OC VERT

L4x4x1/4x1'-0" CENTERON BLOCK WITH VERT BARS

ROOF DECK ORMETAL ROOFING

ROOF PURLIN

TYPICAL CMU WALL CLOSURE DETAIL AT ROOF DECKWALL PERPENDICULAR TO PURLIN

1"

TYPICAL NON-LOAD BEARING CMU WALL CLOSUREDETAIL AT ROOF DECK WALL PERPINDICULAR TO FLUTES

ROOF DECK ORMETAL ROOFING

FIRE RATEDSEALANT

FILL VOID AT TOP OFCMU WALL W/ FIRESAFING INSULATION

CMU BOND BEAMW/ (2) #5 CONT

VERT WALLREINFORCEMENTEXTEND FULLHEIGHT THRUBOND BEAMS

METAL LATH SCREEN

CONTINUOUS WIREREINFORCEMENTAT 16" OC VERT

1"

GROUT SOLIDAT VERT RST

FIRE STOPSYSTEM

ROOF DECK ORMETAL ROOFING

ROOF PURLIN

L4x4 CMU WALL

AT ROOF PURLIN AT WALL GIRT

FIRE STOPSYSTEM

WALLGIRT

WALLPANEL

NOTCH CMU WALLAS REQUIRED TOCLEAR WALL GIRT

VERT RST FULL HEIGHT

CMU WALL

FILL VOID WITH FIRE RATEDCOMPRESSIBLE FILLER PERARCH SPECIFICATION

L5x3x3/8 (LLV) OR EQUIVALENT BENT PLATE0'-8" LG EACH SIDE OF WALL @ EVERYVERT REINF LOCATIONS W/ (1) 5/8" DIA EXPANCHOR (3" MIN EMBED)

BOND BEAM PER NOTE

VERT REINF IN FULLYGROUTED CELL PERNOTE

CONCRETE SLAB ABOVE

TOP OF WALL

NON-LOAD BEARING CMU WALL TOCONCRETE SLAB TYPICAL DETAIL

NTS

BOTTOM OFCONCRETE SLAB

FILL VOID WITH FIRE RATEDCOMPRESSIBLE FILLER PERARCHITECTURAL SPECIFICATION

L5x3x3/8 (LLV) OR EQUIVALENTBENT PLATE 0'-8" LG @EVERY VERT REINF LOCATIONW/ (1) 5/8" DIA EXP ANCHOR(3" MIN EMBED)

BOND BEAM

VERT REINF W/ FULLYGROUTED CELL PER NOTE

SLAB AND BEAM PERPLAN (REINF NOTSHOWN FOR CLARITY)

NON-LOAD BEARING CMU WALL TOCONCRETE SLAB TYPICAL DETAIL

NTS

3 1/2"

MIN

0'-3

1/2

" 0'

- 2"

1" M

IN

MIN

0' -

3"

PLATE 3/8" THK. x 0'-8" LG @EVERY VERT REINF LOCATIONSW/(1)-5/8" DIA EXP ANCHOR(3" MIN EMBED)

LAP

LEN

GTH

CONCRETE SLAB ANDREINF. PER PLAN

CONTINUOUS BOND BEAMBOTTOM COURSE

CMU WALL, SEE ARCH

DOWEL TO MATCHVERTICAL REINFORCING

VERTICAL REINFORCING

ALTERNATE DIRECTION OF DOWELHOOK

TYPICAL CMU WALL @ SLABNTS

MIN1"

TOP OF SLABPER PLAN

DAT

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FILE

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H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

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RAW

N B

Y:C

HEC

KED

BY:

REV

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Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

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ty M

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tLa

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Sta

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Bui

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Jac

kson

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00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:29:

46 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

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Mod

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STR

UC

\681

50_S

_tm

oes.

rvt

TYPICAL MASONRYDETAILS

S005

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

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J. F

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TYPICAL WALL OPENING REINFORCING

NOT TO SCALE NOT TO SCALE

SHEE

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GENERAL NOTES:1. ALL DETAILS AND NOTES ON THIS DRAWING ARE BURNS & McDONNELL STANDARDS,

WITHOUT RESPECT TO CONTRACT. USE ONLY THOSE TYPES CALLED FOR ON PLANS,OR AS REQUIRED TO ACCOMPLISH THE WORK.

2. ITEMS WHICH ARE TO BE FURNISHED AND INSTALLED BY SAPERATE CONTRACTS AREIDENTIFIED AND LABELED FOR EACH CONTRACT.

3. UNLESS OTHERWISE INDICATED, CONNECTIONS FOR BEAMS SHOWN ON OTHERDRAWINGS SHALL CONFORM TO THE REQUIREMENTS DEFINED BELOW.

NOTES:1. UNLESS NOTED OTHERWISE ALL BEAMS ON COLUMN ROW SHALL

BE IN ACCORDANCE WITH TABLE 10-2 CASE 1 WITH SHOP WELDS.2. THE NUMBER INDICATES THE MINIMUM NUMBER OF ROWS OF HIGH

STRENGTH BOLTS FOR THAT END CONNECTION. END CONNECTIONSSHALL BE STANDARD "FRAMED BEAM" CONNECTIONSPER TABLE 10-1 CASE 1 OF AISC STEEL CONSTRUCTION MANUAL13TH EDITION. AT CONTRACTORS OPTION UNLESS OTHERWISEINDICATED THE FOLLOWING MINIMUMS APPLY TO TABLE 10-1 CONNECTIONS.

0' -

2"

0' - 2"

0' -

2"

0' - 2"

G G¹

GG

G & G¹ = 2" MIN FOR STD HOLES (G¹ = 1 1/4" MIN FOR BEAMS LESSTHAN A W12).G & G¹ = 2 1/4" MIN FOR OVERSIZED AND SHORT SLOTTED HOLES(G¹ = 1 3/8" MIN FOR BEAMS LESS THAN A W12).MINIMUM CLIP ANGLE THICKNESS SHALL BE 5/16" BEAM TO BEAMCONNECTION.MINIMUM CLIP ANGLE THICKNESS SHALL BE 3/8" BEAM TOCOLUMN CONNECTION.TABLE 10-2 CASE 1 WELDS TO BE 3/16"

3. WHERE NO STANDARD "FRAMED BEAM" CONNECTIONS SYMBOL ( X )IS INDICATED BEAM END CONNECTIONS SHALL BE IN ACCORDANCEWITH THESE NOTES AND WITH THE FOLLOWING MINIMUM NUMBEROF HIGH STRENGTH BOLTS:

C6, W6, OR LESS = 2 ROWS W21 = 4 ROWSC8 OR W8 = 2 ROWS W24 = 5 ROWSC10 OR W10 = 2 ROWS W27 = 6 ROWSC12 OR W12 = 2 ROWS W30 = 7 ROWSW14 = 3 ROWS W33 = 8 ROWSC15 OR W16 = 3 ROWS W36 = 8 ROWSW 18 = 4 ROWS

4. THE NUMBER OF BOLTS AND NUMBER OF ROWS OF BOLTS INDICATEDOR STATED IS THE MINIMUM NUMBER OF BOLTS OR ROWS. PROVIDEADDITIONAL BOLTS OR CONNECTION DEVICES, IF NECESSARY, TOCOMPLY WITH OSHA REGULATION 29CFR1926 SUBPART R-STEELERECTION.

5. ROWS OF BOLTS: THE NUMBER OF FASTENERS IN A VERTICAL ROW.6. BEAM CONNECTIONS ARE BASED ON THE USE OF STANDARD,

OVERSIZED OR SHORT-SLOTTED HOLES AS DEFINED BY AISC STEELCONSTRUCTION MANUAL 13TH EDITION. LONG-SLOTTED HOLES ARENOT PERMITTED.

7. BEAM CONNECTIONS GAGE SHALL BE 5 1/2" MAX GAGE MAY BEREDUCED AT FABRICATORS OPTION.

8. MINIMUM SPACING BETWEEN BOLTS SHALL COMPLY WITH AISCSTEEL CONSTRUCTION MANUAL 13TH EDITION.

W16X26 (c)

STEEL BEAM SIZE

X

STANDARD "FRAMED BEAM"CONNECTION SYMBOL SEENOTES BELOW

STANDARD FRAMED BEAM CONNECTIONS

INDICATES CAMBER

(20)QUANTITY OF SHEARCONNECTORS EQUALLYSPACED ON BEAM TOP FLANGE

XX XX

BRACED FRAME LOCATION

LOCATE STUDS ASSHOWN FOR PAIRSOF STUDS. LOCATESINGLE STUD ONCENTERLINE OF WEB

FLOOR DECK PER PLAN

GIRDER PER PLAN

FLOOR DECKPER PLAN

BEAM PER PLAN

STUD PLACEMENT NOTES:1. BEAMS (PERPENDICULAR TO DECK): PLACE STUDS UNIFORMLY

ALONG LENGTH WITH REMAINDER PLACED AT FLUTES EACH ENDOF BEAM IN EQUAL NUMBERS.

2. GIRDERS (PARALLEL TO DECK): NUMBER IN PARENTHESES (X) PERPLAN TO BE UNIFORMLY PLACED ALONG LENGTH OF GIRDER.

3. MAXIMUM LONGITUDINAL SPACING = 36" (DECK MUST BE ATTACHEDTO BEAM FLANGE BY PUDDLE WELDS IF THE STUD SPACING EXCEEDS 18")

4. MINIMUM LONGITUDINAL SPACING = 6" STUD DIAMETERMINIMUM TRANSVERSE SPACING = 4" STUD DIAMETER

5. 5 1/2" MINIMUM FLANGE WIDTH FOR 2 ROWS OF STUDS.

CLR

CO

VER

PRIMARY REINFPER PLAN

SHEAR CONNECTOR PERPLAN & GENERAL NOTES

FLOOR DECK PER PLAN

CHAIR REQ'DTO SECUREREINF IN PLACE BEAM PER PLAN

TOP OF STEELPER PLAN

PRIMARY REINFPER PLAN 1"

GIRDER PER PLAN

TOP OF STEELPER PLAN

CLR

CO

VER

PRIMARY REINFPER PLAN

SHEAR CONNECTOR PERPLAN & GENERAL NOTES

FLOOR DECK PER PLAN

ADD'L REINF PER PLANCENTERED OVER GIRDER

1"

PRIMARY REINFPER PLAN

USE THIS DETAIL FOR STIFFENERS AT ALL LOCATIONSON DRAWINGS INDICATED AS "STIFF PL'S" UNO

NOTE:

WIDE FLANGE MEMBER

STIFFENER PL'S TO BE OFTHICKNESS INDICATEDFULL DEPTH OF BEAM

TO MATCH MEMBER DIM

THREADS (2D+3" SINGLE NUT)THREADS (3D+3" DOUBLE NUTS)

PL 1/2" x 3" SQSQUARE PL

3'-0"1 1/2" 4" PL 1" x 6" SQ10"3/4"

D2"A B

WELD 3 PTS

SQUARE PL

BOLT PROJECTION

BOLT DIAMETERD =

P =

K =

DAMAGE LAST THREAD TOPREVENT REMOVAL OF NUT

SCHEDULE

REMARKS

TOP OF CONCRETEPER PLAN

CIRCULAR 2" x 3/8" WASHERCIRCULAR 3 1/2" x 5/8" WASHER

DAMAGE LAST THREAD TOPREVENT REMOVAL OF NUT

BOTTOM OF BASE PLEL PER SCHEDULE

BA

K

D

P

HEAVY HEX NUTWITH WASHER

GROUT

1S-006

SECTION 1S-006NOT TO SCALE

2'-0"MAX

1'-2

"M

AX

C4x5.4 (FLANGES DOWN)FASTENED TO UNDERSIDEOF DECK W/ #12 GALVSELF-DRILLING SCREWAT EACH FLUTE. EXTENDC4 A MIN OF 3 FLUTES ONEACH SIDE OF OPENING

JOIST OR BEAM

UP TO 24" OPENINGPERPINDICULAR TO DECK

OPENING GREATER THAN24" AND UP TO 60"

C4X5.4 AT EDGE OFOPENING ATUNDERSIDEOF DECKC4x5.4 SPANBETWEENSTEEL JOISTOR BEAM.

JOIST OR BEAM

OPENINGS BETWFLUTES. NOREINF REQ'D

14 GAGE GALVSTEEL PL FASTENEDTO DECK FLUTESTOP OR BOT

2 FLUTES MINTO REMAINBETWEENOPENINGS

OPENINGBETWEENFLUTES

OPENING CUTTINGONE FLUTE ONLY

. 1" 1" .

STL BM/JOIST

L4x4x1/4x0'-6"

METAL ROOF DECK

C4x5.4

3/163/16

3/16 1"3/16 1'

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M.E.P:

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LABORATORY PLANNER:

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S006

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68150

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COMPOSITE DECK SHEAR CONNECTORS

DECK PERPENDICULAR TO BEAM DECK PARALLEL TO BEAM TYPICAL STIFFENER DETAIL

ANCHOR ROD DETAIL

TYPICAL FLOOR/ROOF OPENING DETAIL

SHEE

T IS

SUE

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NN

O.

DES

CR

IPTI

ON

DAT

E

DIAMETER(INCHES)

REINFORCEMENTVERTICAL HORIZONTAL

END BEARINGPRESSURE REMARKS

DRILLED PIER SCHEDULE

48

54

50 KSF

50 KSF

3" C

LR

BEAR

ING

STR

ATU

M

MIN

10'

-0" P

ENET

RAT

ION

INTO

UN

WEA

THER

ED

SEE

PLA N

PIER

DIA

MET

ER

TEN

SIO

N L

AP

CLA

SS "B

"

TEN

SIO

N L

AP

CLA

SS "B

"

3"

3"

3"

UNWEATHERED BEDROCKBEARING STRATUM

(3) SETS ADDITIONALHORIZ TIES(TOP & BOTTOM)

T/PIER EL.SEE PLAN

T/SLAB EL.SEE PLAN

AT COLUMN LOCATIONS,DOWELS TO BE SAME SIZE& QUANTITY AS VERTICALREINF OF COLUMN. DOWELSAT GRADE BEAM & WALLLOCATIONS, REFER TO GRADEBEAM & WALL SECTIONS & DETAILS.WHERE NO DOWELS ARE SHOWNIN DETAILS & SECTIONS, PROVIDE(6) #6 DOWELS W/ STADARD HOOK.

DIA

LAP

48 B

AR

SEE PIER SCHEDULEFOR VERTICAL ANDHORIZONTAL TIES

SEE PIER SCHEDULEFOR VERTICAL ANDHORIZONTAL TIES

SEE COLUMN SCHEDULE FORSIZE AND REINFORCING DETAILS

SEE TYP SLAB-ON-GRADEAT COLUMN DETAIL

DOWELS TO MATCHCOLUMN VERTICALS

T/PIER ELSEE PLAN

T/SLAB ELSEE PLAN

ISOLATION JOINT

TEN

SIO

N L

AP

CLA

SS "B

"

TEN

SIO

N L

AP

CLA

SS "B

"

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TREANOR NO.

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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TYPICAL FOUNDATIONDETAILS - SHEET 1

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DRILLED PIER TYPICAL DETAIL

PIER TO CONCRETE COLUMN TRANSITIONNOT TO SCLE

NOT TO SCLE

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#4@12"OC DOWEL (TYP)3'-0"

3'-0

"

ELEVATED STRUCTURALFLOOR SLAP PER PLAN

WALL PER PLAN(RENF NOT SHOWNFOR CLARITY)

JOINT FILLER (TYP)

SLAB-ON-GRADEPER PLAN

GRANULAR DRAINAGEFILL PER PLAN

VAPOR BARRIER

COMPACT SUBGRADEPER PLAN

GRADE BEAM PER PLAN

PIER PER PLAN

MIN

2' - 0"

WATER STOP

WATERPROOFINGPER ARCH

SLOPE FINISHED GRADE

AWAY FROM BUILDING.

FREE DRAINING GRANULARBACKFILL ENCAPSULATEDIN SUITABLE FILTER FABRICPER GEOTECHNICALENGINEERING REPORT

SELECTBACKFILL SOIL

DRAINLINE WRAPPED W/FILTER FABRIC PERPLUMBING DESIGN DOCUMENT

TOP OF SLABPER PLAN

TOP OF SLABPER PLAN

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

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LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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BASEMENT AND BELOW GRADE WALLNOT TO SCALE

EQUALLY SPACEDVERTICAL BARS

CLR COVER PER

GENERAL NOTES, TYP

TIES -LAP48 BAR DIA

TYPE 100 TYPE 102(8) EQ SPACED VERTICAL BARS

TYPE 103(12) EQ SPACED VERTICAL BARS

GENERAL NOTESCLR COVER PER

GENERAL NOTESCLR COVER PER

TYP, UNO TYP, UNO

TYPE 101(4) EQ SPACED VERTICAL BARS

GENERAL NOTESCLR COVER PER

TYP, UNO

FOUNDATION REINFNOT SHOWN FOR CLARITY

DOWELS TO MATCHCOLUMN VERT REINF

TOP OF DRILLED PIEROR GRADE BEAM PER PLAN

GROUND SLABPER PLAN

2"

TEN

SIO

N L

AP (T

YP)

CLA

SS "B

"

SCH

EDU

LE, T

Y PTI

E SP

ACIN

G P

ER

SLAB/BEAM PER PLAN(REINF NOT SHOWNFOR CLARITY), TYP

INTERMEDIATE FLOORTOP OF SLABPER PLAN

VERTICAL BAR BENDSLOPE PER ACI (TYP)

ROOFTOP OF SLABPER PLAN

2"

TEN

SIO

N L

AP (T

YP)

CLA

SS "B

"

TYP

2"

TIES @ 6"OC MAXWITH IN FLOORCONSTRUCTION

ADDITIONAL (3) SETS OF TIES@ 3"OC TOP & BOTTOM OFCOLUMN, TYP

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TYPICAL CONCRETECOLUMN DETAILS

S009

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TYPICAL CONCRETE COLUMN SECTION

SHEE

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STIRRUP SCHEDULENTS

S2 S4

SPAC

ING

PER

NO

TE 3

& 4

SPACINGPER NOTE 1 & 4

NOTE:1. MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL

NOT BE LESS THAN THE GREATER OF BAR DIAMETER OR 1".2. REINFORCEMENT SHALL BE PROVIDED IN A SINGLE LAYER UNLESS

MULTIPLE LAYERS ARE REQUIRED TO MEET CLEAR SPACINGREQUIREMENTS OF NOTE 1.

3. WHERE PARALLEL BARS ARE PLACED IN TWO OR MORE LAYERS, BARS INTHE UPPER LAYER SHALL BE PLACED DIRECTLY ABOVE BARS IN THEBOTTOM LAYER WITH A CLEAR SPACING NOT BE LESS THAN 1".

4. CLEAR SPACING REQUIREMENTS SHALL ALSO APPLY TO CLEAR SPACINGBETWEEN CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.

5. SPACING REQUIREMENTS APPLY TO TOP AND BOTTOM BARS

TYPICAL LONGITUDINAL BAR SPACING DETAILNTS

BEAM BAR TYPE AND DETAILSBEAM

BAR TYPE

TOP BARTYPE "B"

END SUPPORT

TOP BARTYPE "C"

INTERIOR SUPPORT

TOP BARTYPE "D"

INTERIOR SUPPORT

TOP BARTYPE "E"

SINGLE SPAN

TOP BARTYPE "F"

END SPAN

TOP BARTYPE "G"

INTERIOR SPAN

TOP BARTYPE "H"

INTERIOR SPAN

BOTTOM BARTYPE "K"

INTERIOR SPAN

BOTTOM BARTYPE "L"

SINGLE SPAN

BOTTOM BARTYPE "M"

END SPAN

BOTTOM BARTYPE "N"

END SPAN

BOTTOM BARTYPE "Q"

INTERIOR SPAN

BOTTOM BARTYPE "R"

END SPAN

ADJACENT CLEAR SPAN (Lв)COLUMN/

WALL/GIRDER

ADJACENT CLEAR SPAN (Lᴀ)COLUMN/

WALL/GIRDER

ADJACENT CLEAR SPAN (Lс)

NOTE 1

TOP BARTYPE "A"

END SUPPORT TYP2" CLR

0' -

4"

4" CLR TO BOTTOMOF BEAM

END OFCANTILEVER

EXTEND TO ENDOF CANTILEVER

Lᴀ/3NOTE 5 TYPALL HOOKS

NOTE 1

CL SPAN

CL SPAN

NOTE 1

CL SPAN

Lᴄ/3Lᴀ/3

0' -

4"

4" CLR TO BOTTOMOF BEAM

END OFCANTILEVER

EXTEND TO ENDOF CANTILEVER

0' -

4"

4" CLR TO BOTTOMOF BEAM

END OFCANTILEVER

EXTEND TO ENDOF CANTILEVER

NOTE 1

CL SPAN

NOTE 1

CL SPAN

NOTE 1

CL SPAN

NOTE 3NOTE 2

CL SUPPORT

NOTE 4NOTE 4

CL SUPPORT

TYP2" CLR

CL SUPPORT

NOTE 4

Lᴀ/101' - 0" MIN

Lᴀ/10Lᴀ/10

END OFCANTILEVER

NOTE 4

CL SUPPORT

FACE OF SUPPORTFACE OF SUPPORT

NOTES:1. CLASS "B" TENSION LAP (TOP) SPLICE.2. Lв/3 OR Lᴀ/3 WHICHEVER IS GREATER.3. Lᴀ/3 OR Lᴄ/3 WHICHEVER IS GREATER.4. CLASS "B" TENSION LAP SPLICE.5. STANDARD ACI 9O DEG HOOK OR 180 DEG HOOK AS REQUIRED, UNLESS NOTED OTHERWISE.6. ALL BARS ARE TO BE HOOKED AT DISCONTINUOUS AND CANTILEVERED END, UNLESS NOTED OTHERWISE.

DAT

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UP

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7

6

5

4

3

M.5L.5

2' - 7 1/2"B

S300

AS300

CS300

6.4

6.5

3.5

4.7

N.6

AA

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"

11' -

0"

11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

15.31°

48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0" 48" /10' - 0" /83' - 0"

48" /10' - 0" /83' - 0"

SLAB-ON-GRADE

DS300

2' - 3"

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PHAS

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

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STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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AREA B

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PLANS100

1

SCALE IN FEET

0 4' 8' 16'

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS,

REFER TO THE FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED

ON COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT,DRILLED PIERS SHALL BE CENTERED ON THE GRADE BEAM ASSHOWN ON PLAN, UNLESS NOTED OTHERWISE.

5. TOP OF BASEMENT SLAB ELEVATION = 84’-0” (TOP OF GROUNDSLAB ELEVATION = 100’-0” WHICH CORRESPONDS TO CIVIL DRAWINGELEVATION 955’-0”).

6. BASEMENT SLAB-ON-GRADE IS 6” THICK CONCRETE SLAB REINFORCEDWITH #4 @ 16” O.C. EACH WAY CONTINUOUS. PLACE REINFORCEMENTWITH 1-1/2” CLEAR COVER FROM TOP OF SLAB AND PROVIDE ADEQUATEMEANS OF CHAIRING AND ACCESSORY STEEL AS REQUIRED TO SECURE POSITION.

7. BASEMENT SLAB-ON-GRADE SHALL BE PLACED ON VAPOR RETARDER PERSPECIFICATION OVER A MINIMUM OF 12” OF CRUSHED ROCK TO PROVIDE ADRAINAGE LAYER AND LEVELING COURSE IN ACCORDANCE WITH THEGEOTECHNICAL ENGINEERING REPORT. A LAYER OF BIAXIAL GEOGRID, ASDESCRIBED IN THE GEOTECHNICAL ENGINEERING REPORT, SHALL BE PLACEDBETWEEN THE SUBGRADE AND THE CRUSHED ROCK DRAINAGE LAYER.

8. UNDERSLAB DRAIN LINES SHALL BE PROVIDED AND PLACED IN ACCORDANCEWITH THE GEOTECHNICAL ENGINEERING REPORT.

9. DRAIN LINES AROUND THE INSIDE PERIMETER OF THE BASEMENT WALLS(WITH PROPERLY SPACED CROSS DRAIN LINES) SHALL BE PROVIDED ANDPLACED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.

10.PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

11.DO NOT BACK FILL BASEMENT WALLS UNTIL BASEMENT FRAMING ANDGROUND FLOOR FRAMING ARE CAST AND CONCRETE REACHES 75% OF ITSDESIGN STRENGTH.

12.EARTHWORK AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THESPECIFICATIONS AND THE RECOMMENDATIONS AS DESCRIBED IN THEGEOTECHNICAL ENGINEERING REPORT.

13.CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOREDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

14.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AS WELL ASREQUIRED SLAB AND BASEMENT WALL PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, ELECTRICAL, AND CIVIL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

15.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTOCONCRETE PRIOR TO CONSTRUCTION.

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

NORTH

UP

DN

UP

DN

UP

A.5 B.5 C.5 DB C D.5 E F G H J K L M N P P.2 Q

15

14

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

A L.5

AREA

A -

S100

A

AREA

B -

S100

B

R

6.4

6.5

E.9

E.5

3.5

E.8 H.5

4.7

N.6

Q.5

P.5

P.9P.7

BB

AA

4.9

S010B1

@ BASEMENT FLOOR

F.5

EXISTING FACILITY

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

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ENC

E, K

S 66

405

BUIL

DIN

G N

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BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

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00To

peka

, Kan

sas

6661

2-12

20Te

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one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

02 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

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Mod

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STR

UC

\681

50_S

_tm

oes.

rvt

GROUND FLOORPLAN - OVERALL

S100

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

GROUND FLOOR PLAN - 0VERALL

SCALE IN FEET

0 8' 16' 32'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

UP

A.5 B.5 C.5 DB C D.5 E F G H

12

11

10

9

8

7

6

5

4

3

2

1

A

CS304

ES304

DS304

AS304

5'-0"x5'-0" GRADE BEAM (TYP),TOP OF BEAM EL 99'-0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0" 48" /10' - 0" /94' - 0" 48" /10' - 0" /94' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"48" /10' - 0" /94' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0" 48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

SLAB-ON-GRADE

AREA

A -

S100

A

AREA

B -

S100

B

6.4

6.5

E.9E.5

3.5

E.8

4.7

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 8' - 11"

2' - 1"

11' - 0" 11' - 0" 22' - 0"

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"

11' -

0"

11' -

0"

11' -

0"

11' -

0"

22' -

0"

7' -

0"

THICKENEDSLAB-ON-GRADEAT IMAGING LAB AREA.SLAB SHALL BEISOLATED FROM THESURROUNDING SLABAREAS

BS304

3' - 0" *

F.5

EDGE OF EXISTINGSLAB. FIELD VERIFY

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /94' - 0"

1'-0" THICK WALL @ELEVATOR PIT (TYP)

HS304

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON COLUMN

ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERS SHALL BECENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

5. TOP OF GROUND SLAB ELEVATION = 100’-0” (CORRESPONDS TO CIVIL DRAWINGELEVATION 955’-0”), UNLESS NOTED OTHERWISE.

6. UNLESS NOTED OTHERWISE, GROUND FLOOR SLAB-ON-GRADE IS 5” THICKCONCRETE SLAB REINFORCED WITH #3 @ 12” O.C. EACH WAY CONTINUOUS. PLACEREINFORCEMENT WITH 1-1/2” CLEAR COVER FROM TOP OF SLAB AND PROVIDEADEQUATE MEANS OF CHAIRING AND ACCESSORY STEEL AS REQUIRED TOSECURE POSITION.

7. GROUND FLOOR SLAB-ON-GRADE SHALL BE PLACED ON VAPOR RETARDER PERSPECIFICATION ON MINIMUM OF 4” THICK FREE DRAINING GRANULAR MATERIALLEVELING COURSE ON MINIMUM 18” OF LOW VOLUME CHANGE SUBGRADE MATERIALIN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.

8. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

9. DO NOT BACK FILL BELOW GRADE WALLS UNTIL BASEMENT FRAMING, GROUNDFLOOR FRAMING, AND LEVEL 1 CONCRETE FLOOR ARE CAST AND CONCRETEREACHES 75% OF ITS DESIGN STRENGTH.

10.EARTHWORK AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THESPECIFICATIONS AND THE RECOMMENDATIONS AS DESCRIBED IN THE GEOTECHNICALENGINEERING REPORT.

11.CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOR EDGEOF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIOR TO CONSTRUCTION.

12.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AS WELL AS REQUIREDSLAB AND BASEMENT WALL PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,ELECTRICAL, AND CIVIL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

13.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGN DISCIPLINESFOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTO CONCRETE PRIORTO CONSTRUCTION.

14.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL EQUIPMENT HOUSEKEEPINGPADS WITH MECHANICAL AND ELECTRICAL DESIGN DOCUMENTS.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

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2LA

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ENC

E, K

S 66

405

BUIL

DIN

G N

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00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

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te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

05 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

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Mod

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STR

UC

\681

50_S

_tm

oes.

rvt

GROUND FLOORPLAN - AREA A

S100A

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

GROUND FLOOR PLAN - AREA A

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

UP

DN

UP

H J K L M N P P.2 Q

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

M.5L.5

AREA

A -

S100

A

AREA

B -

S100

B

1'-0" THICK STRUCTURALELEVATED SLAB OVER BASEMENT

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

54" /10' - 0" /99' - 0"

48" /10' - 0" /94' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

SLAB-ON-GRADE

R

6.4

6.5

3.5

H.5

4.7

N.6 Q.5P.5 P.9P.7

BB

AA

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0"

48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0" 48" /10' - 0" /99' - 0"

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' -

4"

13' -

0"

15.31° 24.69°

11' - 0" 11' - 0" 22' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

11' - 5 15/16"5' - 0 9/16"

5' - 2 5/8" 2' - 2 7/8"

13' - 0 3/8" 10' - 11 5/8"

4.9

2' -

3 1/

4"

GS304

FS304

1'-0" THICK WALL @ELEVATOR PIT (TYP)

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON COLUMN

ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERS SHALL BECENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

5. TOP OF GROUND SLAB ELEVATION = 100’-0” (CORRESPONDS TO CIVIL DRAWINGELEVATION 955’-0”), UNLESS NOTED OTHERWISE.

6. UNLESS NOTED OTHERWISE, GROUND FLOOR SLAB-ON-GRADE IS 5” THICKCONCRETE SLAB REINFORCED WITH #3 @ 12” O.C. EACH WAY CONTINUOUS. PLACEREINFORCEMENT WITH 1-1/2” CLEAR COVER FROM TOP OF SLAB AND PROVIDEADEQUATE MEANS OF CHAIRING AND ACCESSORY STEEL AS REQUIRED TOSECURE POSITION.

7. GROUND FLOOR SLAB-ON-GRADE SHALL BE PLACED ON VAPOR RETARDER PERSPECIFICATION ON MINIMUM OF 4” THICK FREE DRAINING GRANULAR MATERIALLEVELING COURSE ON MINIMUM 18” OF LOW VOLUME CHANGE SUBGRADE MATERIALIN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.

8. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

9. DO NOT BACK FILL BELOW GRADE WALLS UNTIL BASEMENT FRAMING, GROUNDFLOOR FRAMING, AND LEVEL 1 CONCRETE FLOOR ARE CAST AND CONCRETEREACHES 75% OF ITS DESIGN STRENGTH.

10.EARTHWORK AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THESPECIFICATIONS AND THE RECOMMENDATIONS AS DESCRIBED IN THE GEOTECHNICALENGINEERING REPORT.

11.CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOR EDGEOF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIOR TO CONSTRUCTION.

12.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AS WELL AS REQUIREDSLAB AND BASEMENT WALL PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,ELECTRICAL, AND CIVIL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

13.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGN DISCIPLINESFOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTO CONCRETE PRIORTO CONSTRUCTION.

14.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL EQUIPMENT HOUSEKEEPINGPADS WITH MECHANICAL AND ELECTRICAL DESIGN DOCUMENTS.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

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682

00-0

0088

DAT

E:D

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N B

Y:C

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KED

BY:

REV

:

Dep

artm

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f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

07 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

GROUND FLOORPLAN - AREA B

S100B

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

GROUND FLOOR PLAN - AREA B

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

DN

DN

DN

UP

A.5 B.5 C.5 DB C D.5 E F G H J K L M N P P.2 Q

15

14

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

A L.5

AREA

A -

S101

A

AREA

B -

S101

B

AREA C - S101C

AREA B - S101B

R

6.4

6.5

E.9

E.5

3.5

E.8 H.5

4.7

N.6

Q.5

P.5

P.9P.7

BB

AA

4.9

F.5

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

11 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

FIRST FLOORFRAMING PLAN -

OVERALL

S101

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

FIRST FLOOR FRAMING - OVERALL PLAN

SCALE IN FEET

0 8' 16' 32'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

DN

A.5 B.5 C.5 DB C D.5 E F G H

12

11

10

9

8

7

6

5

4

3

2

1

A

AREA

A -

S101

A

AREA

B -

S101

B

JOINT, TYPEXPANSION

AS310

BS310

DS310

ES310B1

001

B100

1

B100

1

B100

1

B1002 B100

1

B1002

B100

1

G1001 G1002 G1003 G1004 G1005 G1006

G1006G1005G1004G1003G1002G1007

B100

3

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

B100

3

G1007

B100

4

B100

4B1

005

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

B100

1

G1008 G1009 G1010 G1011 G1012 G1013

B100

3

B100

3

B1003

B1003

B1003

B1003

B1003

B1003

B1003

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1001

B1003

B1003

B1003

B1003

B1003

B1003

B1003

B100

5

B1006B1007

B100

2

G10

14

G10

14

G10

14

B100

3

G10

15

G10

15

G10

15

G10

15

G10

16

G10

16

G10

17G

1017

G10

18

G10

19

G10

19

G10

19

G10

20

G1021

G10

22

G10

23

B100

8

B100

8

B100

8

B100

8

B100

8

B100

8

B100

8B1

008

B100

8

B100

8

B100

8

B100

8

B100

8

B100

8

B100

8

B100

8

B100

9

B100

9

B100

9

B100

9

B100

9

B100

9

B100

9B1

009

B101

0B1

011

B101

2B1

012

G1024 G1024

G1024G1024

G1024 G1024

G10

25G

1025

G1025

G1025

G1025

G10

26G

1026

6.4

6.5

E.9E.5

3.5

4.7

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 8' - 11"2' - 1"11' - 0" 11' - 0" 22' - 0"

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

CS310

24' - 5"

8' -

0" 21' - 5"

8' -

0"

F.5NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 116’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOREDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

15 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

FIRST FLOORFRAMING PLAN -

AREA A

S101A

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

FIRST FLOOR FRAMING PLAN - AREA A

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

DN

DN

H J K L M N P P.2 Q

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

M.5L.5

FS310

AREA

A -

S101

A

AREA

B -

S101

B

AREA C - S101C

AREA B - S101B

8' -

0"

SLAB-ON-GRADE

BS311

CS311

GS310

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

0

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B101

1

B1011

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2B1

012

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2B1

013

B101

2B1

013

B101

2

B101

2

B101

2

B101

2

B101

2

B101

2

B101

3

B101

3

B101

3

B101

3

B101

3

B101

3

B1012 B1011 B1012 B1012 B101

3

B101

2

B101

3

B101

2B1

013

48" /10' - 0"

48" /10' - 0"48" /10' - 0"

G10

25G

1025

G1025

G1025

G1025

G10

26

G102

6

G1026

G1026

G1026 G1026G1026G1026G1026G1026

G1026

G1026

G1026

G1027 G1027 G1027 G1025

G1025

G1025G1025

G1025

G1025

G1025G1025 G1025

G1026

G10

26G

1026

G1026

G1028

B101

2

G1028

R

6.4

6.5

3.5

H.5

4.7

N.6 Q.5P.5 P.9P.7

BB

AA

4.9

50.0

0°

15.31°

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' - 0" 11' - 0" 22' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

11' - 5 15/16"

5' - 0 9/16" 5' - 2 5/8"2' - 2 7/8"

13' - 0 3/8" 10' - 11 5/8"

13' -

0"

7' -

0"11

' - 4

"

12' -

3 1

/4"

11' -

4"

G1027

G1028

B101

2

B101

2

B101

2

B101

2

B101

2

B101

3

5" SLAB-ON-GRADE PERNOTE 6 ON SHEET S100B.

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 116’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOREDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

17 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

FIRST FLOORFRAMING PLAN -

AREA B

S101B

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

FIRST FLOOR FRAMING PLAN - AREA B

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

M N P P.2 Q

15

14

13

12

M.5L.5

AREA C - S101C

AREA B - S101B

48" /10' - 0" /113' - 4"48" /10' - 0" /113' - 4"48" /10' - 0" /113' - 4"

48" /10' - 0" /113' - 4"48" /10' - 0" /113' - 4"48" /10' - 0" /113' - 4"

48" /10' - 0" /113' - 4"

48" /10' - 0" /113' - 4"

5'-0"x5'-0" GRADE BEAM (TYP)TOP OF BEAM EL 118'-4"

SLAB-ON-GRADE

AS311

JS310

HS310

GS310

N.6 P.5 P.9P.7

11' -

4"

23' -

6 1

/2"

11' -

0"

11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

11' - 5 15/16"

5' - 0 9/16" 5' - 2 5/8"

2' - 2 7/8"

5" SLAB-ON-GRADE PERNOTE 6 ON SHEET S100BTOP OF SLAB 119'-4" TOMATCH FLOOR OF EXISTINGLIBRARY. FIELD VERIFY

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 116’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENT FOREDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

17 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

FIRST FLOORFRAMING PLAN -

AREA C

S101C

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

FIRST FLOOR FRAMING PLAN - AREA C

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

UP

UP

A.5 B.5 C.5 DB C D.5 E F G H J K L M N P P.2 Q

15

14

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

A L.5

AREA

A -

S102

A

AREA

B -

S102

B

AREA C - S102C

AREA B - S102B

R

6.4

6.5

E.9

E.5

3.5

E.8 H.5

4.7

N.6

Q.5

P.5

P.9P.7

BB

AA

4.9

F.5

DAT

E PR

INTE

D:

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405

BUIL

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& Pr

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anag

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Bui

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g90

0 SW

Jac

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, Kan

sas

6661

2-12

20Te

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one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

20 A

MC

:\Rev

it_Pr

ojec

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Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

SECOND FLOORFRAMING PLAN -

OVERALL

S102

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

SECOND FLOOR FRAMING PLAN - OVERALL

SCALE IN FEET

0 8' 16' 32'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

A.5 B.5 C.5 DB C D.5 E F G H

12

11

10

9

8

7

6

5

4

3

2

1

A

AREA

A -

S102

A

AREA

B -

S102

B

MS320

AS320

BS320

DS320

CS320

JOINT (TYP)EXPANSION

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B2002

B2002

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

8

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

3

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

4

B200

4

B 200

4B2

005

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

1

B200

3

B200

3

B2003

B200

3

B2001 B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2001

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B2003

B200

2

B2001

B2001

B2001

B200

6

B2007 B2008

G2001 G2002 G2003 G2004 G2005 G2006

G2006

G2006

G2005

G2005

G2004

G2004

G2003

G2003

G2002

G2002

G2001

G2001

G2007

G2008 G2009 G2010 G2011 G2012 G2013

G20

14

G20

14

G20

14

G20

15

G20

15

G20

15

G20

15

G20

16

G20

16

G20

17

G20

16

G20

18

G20

18

G20

18

G20

18

G2019

G20

20

G20

20

6.4

6.5

E.9E.5

3.5

E.8

4.7

B200

9 B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9B2

009

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

B200

9

G2021 G2021

G2021G2021

G2021 G2021

G2021 G2021 G2022

G2022

G20

22G

2022

G2022

G20

21G

2023

G20

24

B201

0B2

012

B201

1B2

011

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 8' - 11"2' - 1"

11' - 0" 11' - 0" 22' - 0"

3' - 0"

21' - 5"

8' -

0"24' - 5"

8' -

0"

F.5

B200

2 B200

2

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO

THE FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDRAD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN,UNLESS NOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 132’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TOSHEET S004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONSPRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETEDETAILS. CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITEDWITHOUT PRIOR APPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

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BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

23 A

MC

:\Rev

it_Pr

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\681

50_S

_tm

oes.

rvt

SECOND FLOORFRAMING PLAN -

AREA A

S102A

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

SECOND FLOOR FRAMING PLAN - AREA A

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

H J K L M N P P.2 Q

10.4

12

11

10

9

8

7

6

5

4

3

M.5L.5

AREA

A -

S102

A

AREA

B -

S102

B

AREA C - S102C

AREA B - S102B

JS320

ES320

KS320

LS320

R

6.4

6.5

3.5

H.5

4.7

N.6 Q.5P.5 P.9P.7

G2022

G2022

G2022

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

B201

0

G2025 G2025 G2025 G2025 G2025

G2025 G2025 G2025 G2025

G2023

G2023

G2021

G2021

G2021 G2022 G2021 G2022 G2022 G2021

G2021

G2021

G2021G2021G2021

B201

2B2

012

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2B2

012

B201

2

B201

2

B201

2

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1B2

011

B201

1B2

011

B201

1

B201

1B2

011

B201

1

B201

1B2

011

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

G2022 G2021 G2022

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B2012B2012B2012

G2021

G2021

B201

1B201

1

B201

1

B201

1

G2021

G2021

B201

3

B201

3

B201

3B201

3

B2011

G2021 G2021

G2021

B201

2

B201

2

B201

2

B201

2

B201

2

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B201

1

B2011 B2011 B2011 B2011 B2011 B2011 B2011 B2011

BB

AA

4.9

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

12' -

3 1

/4"

13' -

0"

50.0

0°

15.31°

11' - 0" 11' - 0" 22' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

11' - 5 15/16"

5' - 0 9/16" 5' - 2 5/8"2' - 2 7/8"

13' - 0 3/8" 10' - 11 5/8"

B201

1

EDGE OF SLAB

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO

THE FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDRAD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN,UNLESS NOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 132’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TOSHEET S004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONSPRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETEDETAILS. CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITEDWITHOUT PRIOR APPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

26 A

MC

:\Rev

it_Pr

ojec

ts\U

nivK

ansa

s\68

150\

Mod

els\

STR

UC

\681

50_S

_tm

oes.

rvt

SECOND FLOORFRAMING PLAN -

AREA B

S102B

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

SECOND FLOOR FRAMING PLAN - AREA B

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

L M N P P.2

15

14

13

12

M.5L.5

AREA C - S102C

AREA B - S102B

11' -

4"

23' -

6 1

/2"

11' -

0"

GS320

FS320

HS320

N.6

G2021 G2021

B201

1

B201

1

B201

1

B201

1

B201

1

B201

2

B201

2

B201

2

B201

2

B201

2

B201

2

G2021G2021

G2021

B2012

B201

1

B201

1

B201

1

B201

1

B201

1B2

011

B201

1

B201

1

B201

1

B201

1

11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8" 3' - 5 1/2"

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO

THE FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDRAD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN,UNLESS NOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 132’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TOSHEET S004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONSPRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CAST INTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETEDETAILS. CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITEDWITHOUT PRIOR APPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

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of F

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& Pr

oper

ty M

anag

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tLa

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Bui

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g90

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Jac

kson

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peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

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8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

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UC

\681

50_S

_tm

oes.

rvt

SECOND FLOORFRAMING PLAN -

AREA C

S102C

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

SECOND FLOOR FRAMING PLAN - AREA C

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

UP

UP

A.5 B.5 C.5 DB C D.5 E F G H J K L M N P P.2 Q

15

14

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

A L.5

AREA

A -

S103

A

AREA

B -

S103

B

AREA C - S103C

AREA B - S103B

R

6.4

6.5

E.9

E.5

3.5

E.8 H.5

4.7

N.6

Q.5

P.5

P.9P.7

BB

AA

4.9

F.5

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

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TY O

F KA

NSAS

LEEP

2LA

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E, K

S 66

405

BUIL

DIN

G N

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of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

32 A

MC

:\Rev

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UC

\681

50_S

_tm

oes.

rvt

THIRD FLOORFRAMING PLAN -

OVERALL

S103

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

THIRD FLOOR FRAMING PLAN - OVERALL

SCALE IN FEET

0 8' 16' 32'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

A.5 B.5 C.5 DB C D.5 E F G H

12

11

10

9

8

7

6

5

4

3

2

1

A

AREA

A -

S103

A

AREA

B -

S103

B

JOINT (TYP)EXPANSION

B300

1

B300

1

B300

1

B300

1

B300

1

B3002

B3002

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

8

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

3

B300

4

B300

4

B300

5

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

1

B300

3

B3001 B3001B3003

B300

3

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3003

B3003

B3003

B3003

B3003

B3003

B3003

B3003

B3003

B3003

B3003

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001

B3001 B3003

B300

6

B3007 B3008

B300

2 B3003

G3001 G3002 G3003 G3004 G3005 G3006

G3001 G3002 G3003 G3004 G3005 G3006

G3001 G3002 G3003 G3004 G3005 G3006

G3007

G3008 G3009 G3010 G3011 G3012 G3013

G30

14

G30

14

G30

14

G30

15

G30

15

G30

15

G30

15

G30

16

G30

16

G30

16

G30

16

G30

17

G30

17

G30

17

G30

17

G3018

G30

19

G30

19

6.4

6.5

E.9E.5

3.5

4.7

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9

B300

9B3

010

B301

0

B301

0

B301

0

B301

0

B301

0

B301

0

B301

0

G3020G3020

G3020 G3020

G3020G3020

G3020 G3020

G30

20G

3021

G3022

G3022

G30

22G

3022

G30

22

G3022

B301

1B3

012

B301

3B3

013

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 8' - 11"2' - 1"

22' - 0" 22' - 0"

AS330

BS330

CS330

DS330

ES330

FS330

24' - 5"

8' -

0"

B300

3 21' - 5"

8' -

0"

F.5

B300

2

B300

2

B3002

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 148’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

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ENC

E, K

S 66

405

BUIL

DIN

G N

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682

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0088

DAT

E:D

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KED

BY:

REV

:

Dep

artm

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f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

34 A

MC

:\Rev

it_Pr

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ts\U

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STR

UC

\681

50_S

_tm

oes.

rvt

THIRD FLOORFRAMING PLAN -

AREA A

S103A

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

THIRD FLOOR FRAMING PLAN - AREA A

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

H J K L M N P P.2 Q

10.4

12

11

10

9

8

7

6

5

4

3

2

1

M.5L.5

AREA

A -

S103

A

AREA

B -

S103

B

20' -

0"

AREA C - S102C

AREA B - S102B

R

6.4

6.5

3.5

H.5

4.7

N.6 Q.5P.5 P.9P.7

G3022

G3022

G3022 G3021

G3021

G3023G3023G3023G3023G3023

G3023 G3023 G3023 G3023

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

B301

1

G3020G3020G3020G3020

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B 301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3B3

013

B301

3

B301

3

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

G3023 G3022 G3023 G3022 G3022 G3023

B3012

G3023

G3022 G3023 G3022 G3023

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3

B301

3B3

012

B3012

B3012

B3012 B3012

G3023

G3023

G3023

G3020 G3020 G3020

G30

20

G302

0

G3024

B301

2

B301

2

B301

2

B301

2

B301

2B3

012

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

B301

2

G3020 G3020

B301

2

B301

4

B301

4

B301

4

B301

4

BB

AA

4.9

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

12' -

3 1

/4"

50.0

0°

15.31°

11' - 0" 11' - 0" 22' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

11' - 5 15/16"

5' - 0 9/16"5' - 2 5/8"2' - 2 7/8"

13' - 0 3/8" 10' - 11 5/8"

B301

3

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 148’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

E PR

INTE

D:

FILE

PAT

H:

TREANOR NO.

A-011898(c)

THE

UNIV

ERSI

TY O

F KA

NSAS

LEEP

2LA

WR

ENC

E, K

S 66

405

BUIL

DIN

G N

UM

BER

682

00-0

0088

DAT

E:D

RAW

N B

Y:C

HEC

KED

BY:

REV

:

Dep

artm

ent o

f Adm

inis

tratio

nO

ffice

of F

acilit

ies

& Pr

oper

ty M

anag

emen

tLa

ndon

Sta

te O

ffice

Bui

ldin

g90

0 SW

Jac

kson

, Sui

te 6

00To

peka

, Kan

sas

6661

2-12

20Te

leph

one

785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

C

B

A

123456

E

123456

D

C

B

A

E

LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

3 11

:30:

37 A

MC

:\Rev

it_Pr

ojec

ts\U

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STR

UC

\681

50_S

_tm

oes.

rvt

THIRD FLOORFRAMING PLAN -

AREA B

S103B

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

THIRD FLOOR FRAMING PLAN - AREA B

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

CNORTH

L M N P P.2

15

14

13

12

M.5L.5

L.5

AREA C - S102C

AREA B - S102B

11' -

4"

23' -

6 1

/2"

11' -

0"

8' -

2 1/

16"

N.6

G3020G3020

B301

3

B301

3

B301

3

B301

3

B301

3B3

014

B301

4

B301

4

B301

4

B301

4

B301

4

B301

4

B301

4

B301

4

B3014

B301

3

B301

3

B301

3

B301

3

B301

3

G3020

G3020

B301

3

B301

3

B301

3

B301

3

B301

3

G3020

11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"

3' - 5 1/2"

GS330

HS330

JS330

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO THE

FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN, UNLESSNOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 148’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TO SHEETS004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONS PRIORTO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUT PRIORAPPROVAL BY THE ENGINEER.

DAT

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KU # 088-8941

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ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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THIRD FLOORFRAMING PLAN -

AREA C

S103C

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

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SCALE IN FEET

0 4' 8' 16'

THIRD FLOOR FRAMING PLAN - AREA C

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

A.5 B.5 C.5 DB C D.5 E F G H J K L M N P P.2 Q

15

14

13

10.4

12

11

10

9

8

7

6

5

4

3

2

1

A L.5

AREA

A -

S103

A

AREA

B -

S103

B

AREA C - S103C

AREA B - S103B

R

6.4

6.5

E.9

E.5

3.5

E.8 H.5

4.7

N.6

Q.5

P.5

P.9P.7

BB

AA

4.9

F.5

AREA OF FUTUREROOF FRAMING.STRUCTURAL STEELWITH METAL DECK

DAT

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TREANOR NO.

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785-

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8898

KU # 088-8941

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LEAR

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HALL

ENG

INEE

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EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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ROOF FRAMING PLAN- OVERALL

S104

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

ROOF FRAMING PLAN - OVERALL

SCALE IN FEET

0 8' 16' 32'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

A.5 B.5 C.5 DB C D.5 E F G H

12

11

10

9

8

7

6

5

4

3

2

1

A

AREA OF FUTUREROOF FRAMING.STRUCTURAL STEELWITH METAL DECK

AREA

A -

S103

A

AREA

B -

S103

B

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

2

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B400

1

B4001 B4002 B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4002

B4002

B4002

B4002

B4002

B4002

B4002

B4002

B4002

B4002

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4001

B4002

B4002

B4001

G4016

B4003

B4003

G4001 G4002 G4003 G4004 G4005

G4001 G4002 G4003 G4004 G4005

G4001 G4002 G4003 G4004 G4005

G4006 G4007 G4008 G4009 G4010

G40

11

G40

11

G40

11

G40

12

G40

12

G40

12

G40

12

G40

13

G40

13

G40

13

G40

13

G40

14

G40

14

G40

14

G40

14

G40

15

B400

4

6.4

6.5

E.9E.5

3.5

E.8

H.5

4.7

11' -

0"

22' -

0"

11' -

9"

10' -

3"

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 8' - 11"

2' - 1"

11' - 0" 11' - 0" 22' - 0" 11' - 0"

3' - 0"

11' - 0"

AS340

F.5

B400

1

B400

1

B400

1

B400

1

B400

1

G4005

B400

2

B400

2

B400

2

B400

2

B400

2

G4005

G4005

B4001 B4002 B4001

G4010

B400

2

NOTES:1. FOR GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS, REFER TO

THE FOLLOWING SHEETS:a. S001 - GENERAL NOTES - SHEET 1b. S002 - GENERAL NOTES - SHEET 2c. S003 - STANDARD CONCRETE DETAILS - SHEET 1d. S004 - STANDARD CONCRETE DETAILS - SHEET 2e. S005 - STANDARD MASONRY DETAILSf. S006 - STANDARD STEEL DETAILSg. S007 - TYPICAL FOUNDATION DETAILS - SHEET 1h. S008 - TYPICAL FOUNDATION DETAILS - SHEET 2i. S009 - STANDARD CONCRETE COLUMN DETAILSj. S010 - TYPICAL CONCRETE BEAM DETAILS

2. REFER TO SHEET S700 FOR CONCRETE BEAM SCHEDULE3. REFER TO SHEET S600 FOR CONCRETE COLUMN SCHEDULE4. UNLESS NOTED OTHERWISE, DRILLED PIERS SHALL BE CENTERED ON

COLUMN ABOVE. WHEN NO COLUMN ABOVE IS PRESENT, DRILLED PIERSSHALL BE CENTERED ON THE GRADE BEAM AS SHOWN ON PLAN,UNLESS NOTED OTHERWISE.

5. TOP OF CONCRETE FLOOR SLAB ELEVATION = 164’-0”, UNLESSNOTED OTHERWISE.

6. FLOOR FRAMING SYSTEM CONSISTS OF MONOLITHICALLY CAST-IN-PLACECONCRETE SLAB AND BEAMS. CONCRETE SLAB IS 5” THICK WITH WELDEDWIRE REINFORCING 4X4 – W4.0 X W4.0, SHEETS ONLY. STEEL AREA SHALLMEET 0.120 SQUARE INCHES PER FOOT IN EACH DIRECTION. REFER TOSHEET S004 FOR TYPICAL SLAB DETAIL WITH REIFORCING PROFILE.

7. PROVIDE ADDITIONAL SLAB REINFORCEMENT, PER SHEET S004, AT ALLRE-ENTRANT CORNERS.

8. CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL DESIGN DOCUMENTFOR EDGE OF SLAB, STAIR, AND ELEVATOR PIT AND SHAFT DIMENSIONSPRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL VERIFY ALL SLAB PENETRATIONS WITH ARCHITECTURAL,MECHANICAL, AND ELECTRICAL DESIGN DOCUMENT PRIOR TO CONSTRUCTION.

10.CONTRACTOR SHALL REFER TO DESIGN DOCUMENT OF ALL OTHER DESIGNDISCIPLINES FOR ANY ADDITIONAL ITEMS THAT ARE REQUIRED TO BE CASTINTO CONCRETE PRIOR TO CONSTRUCTION.

11.MECHANICAL AND ELECTRICAL SLAB OPENINGS SHALL BE PRE-FORMED ORSLEEVED WITH ADDITIONAL REIFORCEMENT PER STANDARD CONCRETE DETAILS.CORING AND POST-DRILLING OF POURED SLAB IS PROHIBITED WITHOUTPRIOR APPROVAL BY THE ENGINEER.

DAT

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PAT

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A-011898(c)

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, Kan

sas

6661

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Fax

785-

296-

8898

KU # 088-8941

D

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123456

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ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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ROOF FRAMING PLAN- AREA A

S104A

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

ROOF FRAMING PLAN - AREA A

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

H J K L M N P P.2

10.4

12

11

10

9

8

7

6

5

4

M.5L.5

AREA

A -

S103

A

AREA

B -

S103

B

AREA OF FUTUREROOF FRAMING.STRUCTURAL STEELWITH METAL DECK

AREA C - S102C

AREA B - S102B

6.4

6.5

H.5

4.7

N.6

AA

4.9

14' -

0"

8' -

0"10

' - 0

"8'

- 0"

3' -

0"11

' - 0

"11

' - 0

"11

' - 0

"11

' - 0

"22

' - 0

"7'

- 0"

11' - 0" 11' - 0" 22' - 0" 22' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8" 3' - 5 1/2"

13' -

0"

DAT

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KU # 088-8941

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

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STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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ROOF FRAMING PLAN- AREA B

S104B

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

ROOF FRAMING PLAN - AREA B

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

L M N P P.2

15

14

13

12

M.5L.5

AREA OF FUTUREROOF FRAMING.STRUCTURAL STEELWITH METAL DECK

AREA C - S102C

AREA B - S102B

11' -

4"

23' -

6 1

/2"

11' -

0"

N.6

11' - 0" 11' - 0" 11' - 0" 11' - 0" 12' - 2 1/8" 9' - 9 7/8"3' - 5 1/2"

DAT

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PAT

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8898

KU # 088-8941

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123456

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123456

D

C

B

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LEAR

NED

HALL

ENG

INEE

RING

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ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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ROOF FRAMING PLAN- AREA C

S104C

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

ROOF FRAMING PLAN - AREA C

SCALE IN FEET

0 4' 8' 16'

SHEE

T IS

SUE

/ REV

ISIO

NN

O.

DES

CR

IPTI

ON

DAT

E

KEY PLAN

A B

C

NORTH

BASEMENT84' - 0"

M

SLAB-ON-GRADEPER PLAN

GRADE BEAMPER PLAN

PIER PER PLAN

1' -

0"

CONC WALLPER PLAN

BASEMENT84' - 0"

6

1' - 8"

CONC WALLPER PLAN

SLAB-ON-GRADEPER PLAN

1' -

0"

GRADE BEAMPER PLAN

PIER PER PLAN

BASEMENT84' - 0"

2' - 3"

1' -

0"

4' - 11 7/16"

SLAB-ON-GRADEPER PLAN

CONC WALLPER PLAN

GRADE BEAMPER PLAN

PIERPER PLAN

BASEMENT84' - 0"

SLAB-ON-GRADEPER PLAN

EXISTING BUILDING

1/2" EXPANSION JOINT

DAT

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PAT

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TREANOR NO.

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Bui

ldin

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0 SW

Jac

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, Kan

sas

6661

2-12

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296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

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123456

D

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B

A

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LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

/201

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BASEMENT SECTIONSAND DETAILS

S300

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

SECTIONS010B

A

SHEE

T IS

SUE

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O.

DES

CR

IPTI

ON

DAT

E

SECTIONS010B

B SECTIONS010B

C SECTIONS010B

D

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

GROUND FLOOR100' - 0"

D.5 E.8

1' -

0"

COLUMNPER SCHEDULE

SLAB-ON-GRADEPER PLAN

COLUMNPER SCHEDULE

GRADE BEAMPER PLAN

5' - 0"25' - 0"

1' - 0"1' - 0"1' - 0"1' - 0"

GROUND FLOOR100' - 0"

D

SLAB-ON-GRADEPER PLAN

THICKEND SLABPER PLAN

11 7/16"

JOINT1/2" ISOLATION

GROUND FLOOR100' - 0"

C

1' -

0"

SLAB-ON-GRADEPER PLAN

GRADE BEAMPER PLAN

GROUND FLOOR100' - 0"

A

1' -

0"

CONC WALLPER PLAN SLAB-ON-GRADE

PER PLAN

GRADE BEAMPER PLAN

GROUND FLOOR100' - 0"

11

1' -

0"

1' - 0" 4" 8"

SLAB-ON-GRADEPER PLAN

CONC WALLPER PLAN

CONC COLUMNPER PLAN

GRADE BEAMPER PLAN

PIER PERPLAN

GROUND FLOOR100' - 0"

EXISTINGBUILDING

JOINT1/2" EXPANSION

STRUCTURALSLAB PER PLAN

GROUND FLOOR100' - 0"

M

3' - 3 1/2"

STRUCTURALSLAB PER PLAN

CONC WALLPER PLAN

SLAB-ON-GRADEPER PLAN

1' - 11 1/2"1' - 4"

GROUND FLOOR100' - 0"

FE.9E.5 F.5

4" 1' - 0" 6"

1' -

0"

CONC COLUMNPER PLAN

GRADE BEAMPER PLAN

PIER PER PLAN

PIER PER PLAN

SLAB-ON-GRADEPER PLAN

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B

SECTIONS100A

D

SECTIONS100A

C

SECTIONS100A

E SECTIONS100B

F

SECTIONS100B

G

SECTIONS100A

H

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

1ST FLOOR116' - 0"

E.8

COCN COLMUNPER PLAN

CONC SLABPER PLAN

CONC BEAMPER PLAN

CONC COLUMNPER PLAN

EXISTINGSTRUCTURE

1' - 0"

1ST FLOOR116' - 0"

C

CONC SLABPER PLAN

CONC BEAMPER PLAN

1ST FLOOR116' - 0"

A

2' -

0"

1' - 0"

RIGID FOAM

CONC SLABPER PLAN

CONC SLABPER PLAN

CONC WALLPER PLAN

4"1' - 0"

1' - 4"

1ST FLOOR116' - 0"

11

1' - 0" 4"

1' - 4"

CONC WALLPER PLAN

CONC SLABPER PLAN

CONC BEAM BEYONDPER PLAN

1ST FLOOR116' - 0"

FE.9

1' - 0"

JOINTEXPANSION

9"

9"5"8"8"

CONC BEAMPER PLAN (TYP)

CONC SLABPER PLAN

1ST FLOOR116' - 0"

12

CONC SLABPER PLAN

CONC BEAMBEYOND PER PLAN

CONC WALLPER PLAN

CONC COLUMNBEYOND PER PLAN

1' - 0" 4" 8"

1ST FLOOR116' - 0"

LEARNED - 1STFLOOR119' - 4"

12

1' - 0" 4"

1' - 4"

SLAB-ON-GRADEPER PLAN

CONC WALLPER PLAN

CONC BEAMBEYOND

LEARNED - 1STFLOOR119' - 4"

M

SLAB-ON-GRADEPER PLAN

EXISTING BUILDING

1ST FLOOR116' - 0"

LEARNED - 1STFLOOR119' - 4"

M N P

2' - 0" 22' - 0"22' - 0"

18' - 5 1/2"16' - 6 1/2" 7' - 11 1/2"5' - 5 1/2"

CONC COLUMNPER PLAN (TYP)

SLAB-ON-GRADEPER PLAN

GRADE BEAMPER PLAN

5' -

0"

PIER PER PLAN(TYP)

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

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LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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F SECTIONS101B

G SECTIONS101C

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SECTIONS101C

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SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

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SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 4'

LEARNED - 1STFLOOR119' - 4"

SLAB-ON-GRADEPER PLAN

EXISTING BUILDING 1ST FLOOR116' - 0"

LEARNED - 1STFLOOR119' - 4"

9

1' - 0" 4"

RIGID FOAM

CONC SLABPER PLAN

CONC SLABPER PLAN

CONC BEAMBEYOND

CON WALL PER PLAN

1ST FLOOR116' - 0"

EXITING BUILDING

CONC BEAMPER PLAN

CONC SLABPER PLAN

DAT

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SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

2ND FLOOR132' - 0"

F E.8

EXISTINGBUILDING

CONC SLABPER PLAN

CONC BEAMPER PLAN

1' - 0" 1' - 4"

2ND FLOOR132' - 0"

C

1' - 0" 1' - 4"

CONC BEAMPER PLAN

CONC SLABPER PLAN

2ND FLOOR132' - 0"

11

CONC BEAMPER PLAN

CONC SLABPER PLAN

1' - 0" 1' - 4"

2ND FLOOR132' - 0"

FE.9

1' - 0"JOINT

EXPANSION

9"

CONC BEAMPER PLAN (TYP)

CONC SLABPER PLAN

2ND FLOOR132' - 0"

12

CONC BEAMPER PLAN

CONC SLABPER PLAN

1' - 0" 1' - 4"

2ND FLOOR132' - 0"

M

CONC COLUMNPER PLAN (BEYOND)

CONC SLABPER PLAN

CONC BEAMPER PLAN

JOINT1/2" EXPANSION

EXISTING BUILDING2ND FLOOR

132' - 0"

15

CONC SLABPER PLAN

CONC BEAMPER PLAN

EXISTING BUILDING

7' - 7"

2ND FLOOR132' - 0"

PP.2

CONC BEAMPER PLAN

3' - 5 1/2"

EXISTINGBUILDING

2ND FLOOR132' - 0"

10.4

CONC BEAMPER PLAN (TYP)

5' - 10"

EXISTING BUILDING

2ND FLOOR132' - 0"

CONC BEAMPER PLAN

CONC SLABPER PLAN

EXISTING BUILDING

2ND FLOOR132' - 0"

L2' - 8"

CONC BEAMPER PLAN

EXISTING BUILDING

CONC SLABPER PLAN

2ND FLOOR132' - 0"

6

1' - 0" 1' - 4"

CONC BEAMPER PLAN

CONC SLABPER PLAN

EXISTING BUILDING

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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SECTIONS102B

E SECTIONS102C

F SECTIONS102C

G SECTIONS102C

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SECTIONS102B

J

SECTIONS102B

K SECTIONS102B

L

SECTIONS102A

M

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

3RD FLOOR148' - 0"

2

1' - 0" 1' - 4"

CONC COLUMNBEYOND CONC SLAB

PER PLAN

CONC BEAMPER PLAN

3RD FLOOR148' - 0"

C

1' - 4"1' - 0"

CONC COLUMNBEYOND

CONC BEAMPER PLAN

CONC SLABPER PLAN

3RD FLOOR148' - 0"

A

1' - 0" 4"

CONC BEAMPER PLAN

CONC SLABPER PLAN

3RD FLOOR148' - 0"

11

1' - 0" 1' - 4"

CONC BEAMPER PLAN

CONC SLABPER PLAN

3RD FLOOR148' - 0"

11

CONC SLABPER PLAN

CONC BEAMPER PLAN

1' - 0" 1' - 4"

3RD FLOOR148' - 0"

FE.9

1' - 0"JOINT

EXPANSION

9"

CONC SLABPER PLAN

CONC BEAMPER PLAN (TYP)

3RD FLOOR148' - 0"

M

CONC SLABPER PLAN

CONC BEAMPER PLAN

1' - 0"

3RD FLOOR148' - 0"

EXISTING BUILDING

CONC BEAMPER PLAN

CONC SLABPER PLAN

3RD FLOOR148' - 0"

PCONC SLABPER PLAN

CONC BEAMPER PLAN

5" 7" 7"

DAT

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2012 Treanor Architects, P.A.c

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RESEARCH FACILITIES DESIGN

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E SECTIONS103A

F SECTIONS103C

G SECTIONS103C

H

SECTIONS103C

J

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

SCALE IN FEET

0 1' 2' 3'

ROOF164' - 0"

2

CONC SLABPER PLAN

CONC BEAMPER PLAN

1' - 0" 1' - 0"

DAT

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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PLANS104A

A

BASEMENT BASEMENT

84' - 0" 84' - 0"

GROUNDFLOOR

GROUNDFLOOR

100' - 0" 100' - 0"

1ST FLOOR 1ST FLOOR

116' - 0" 116' - 0"

2ND FLOOR 2ND FLOOR

132' - 0" 132' - 0"

3RD FLOOR 3RD FLOOR

148' - 0" 148' - 0"

ROOF ROOF

164' - 0" 164' - 0"

Column Locations A-8 A-9 A-11 A.5-6.5 B-6 B-6.5 B-8 B-9 B-11 B.5-8 B.5-9 B.5-11 C-2 C-3 C-4 C-5 C-6 C.5-1 C.5-6 C.5-8 C.5-9 C.5-11

24 x

24

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24

24 x

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24

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24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

BASEMENT BASEMENT

84' - 0" 84' - 0"

GROUNDFLOOR

GROUNDFLOOR

100' - 0" 100' - 0"

1ST FLOOR 1ST FLOOR

116' - 0" 116' - 0"

2ND FLOOR 2ND FLOOR

132' - 0" 132' - 0"

3RD FLOOR 3RD FLOOR

148' - 0" 148' - 0"

ROOF ROOF

164' - 0" 164' - 0"

Column Locations D-1 D-2 D-3 D-4 D-5 D-6 D-8 D-9 D-11 D.5-2 D.5-3 D.5-3.5 D.5-4 D.5-5 D.5-6 E-8 E-9 E-11 E.5-2 E.5-6 E.8-3 E.8-3.5

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

24

24 x

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24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

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DAT

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TREANOR NO.

A-011898(a)

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8899

Fax

785-

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8898

KU # 088-8941

D

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B

A

123456

E

123456

D

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LEAR

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ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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COLUMN SCHEDULE

S600

02.1

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DESIGNDEVELOPMENT

68150

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BASEMENT BASEMENT

84' - 0" 84' - 0"

GROUNDFLOOR

GROUNDFLOOR

100' - 0" 100' - 0"

1ST FLOOR 1ST FLOOR

116' - 0" 116' - 0"

2ND FLOOR 2ND FLOOR

132' - 0" 132' - 0"

3RD FLOOR 3RD FLOOR

148' - 0" 148' - 0"

ROOF ROOF

164' - 0" 164' - 0"

Column Locations E.8-4 E.8-5 E.9-8 E.9-9 E.9-11 F-6 F-8 F-9 F-11 G-6 G-8 G-9 G-11 H-6.5 H-7 H-9 H-11 H-12 H.5-6.5 H.5-7 J-9 J-12

18 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

24

24 x

24

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24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

18 x

24

18 x

24

24 x

24

24 x

24

24 x

24

24 x

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24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

18 x

24

24 x

24

24 x

24

18 x

24

24 x

24

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24

24 x

24

24 x

24

24 x

24

24 x

24

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24

24 x

24

18 x

24

18 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

18 x

24

24 x

24

24 x

24

24 x

24

BASEMENT BASEMENT

84' - 0" 84' - 0"

GROUNDFLOOR

GROUNDFLOOR

100' - 0" 100' - 0"

1ST FLOOR 1ST FLOOR

116' - 0" 116' - 0"

2ND FLOOR 2ND FLOOR

132' - 0" 132' - 0"

3RD FLOOR 3RD FLOOR

148' - 0" 148' - 0"

ROOF ROOF

164' - 0" 164' - 0"

Column Locations K-6.5 K-7 K-9 K-12 L-6.4 L-7 L-12 L.5-4.7 L.5-6 L.5-9 M-7 M-12 M-13 M-14 M-15 M.5-4.7 M.5-6 N-4.7 N-6 N-7 N-9 N-10.4

24 x

24

24 x

24

24 x

24

24 x

24

24 x

2424

"

24 x

24

24 x

24

24 x

24

28"

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24"

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24"

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

24 x

24

28"

28"

DAT

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TREANOR NO.

A-011898(a)

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8899

Fax

785-

296-

8898

KU # 088-8941

D

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B

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123456

E

123456

D

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LEAR

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INEE

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EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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COLUMN SCHEDULE

S601

02.1

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DESIGNDEVELOPMENT

68150

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BASEMENT BASEMENT

84' - 0" 84' - 0"

GROUNDFLOOR

GROUNDFLOOR

100' - 0" 100' - 0"

1ST FLOOR 1ST FLOOR

116' - 0" 116' - 0"

2ND FLOOR 2ND FLOOR

132' - 0" 132' - 0"

3RD FLOOR 3RD FLOOR

148' - 0" 148' - 0"

ROOF ROOF

164' - 0" 164' - 0"

Column Locations N-12 N-13 N-14 N-15 N.6-6 P-7 P-9 P-10.4 P-13 P-14 P.7-7 P.9-4.9 Q-6 Q-9 Q-10.4 Q.5-7 R-9 R-10.4 AA-4.7 P.5-BB

24 x

24

24"

24 x

24

32"

32"

24"

24 x

24

24 x

24

24 x

24

24 x

24

24 x

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24"

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24

24 x

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32"

32"

24 x

24

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24

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24

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24

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24 x

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24 x

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24

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24 x

24

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24 x

24

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24

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24"

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DAT

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Jac

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785-

296-

8899

Fax

785-

296-

8898

KU # 088-8941

D

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123456

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123456

D

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A

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LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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COLUMN SCHEDULE

S602

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TREANOR NO.

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KU # 088-8941

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PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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CONCRETE BEAMSCHEDULE - FIRST

FLOOR

S701

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DESIGNDEVELOPMENT

68150

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1ST FLOOR CONCRETE BEAM SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEB1001 1' - 4" 3' - 0"B1002 1' - 0" 2' - 0"B1003 1' - 4" 2' - 0"B1004 1' - 4" 3' - 0"B1005 1' - 4" 3' - 0"B1006 1' - 4" 3' - 0"B1007 1' - 4" 3' - 0"B1008 1' - 2" 2' - 2"B1009 1' - 2" 2' - 2"B1010 1' - 4" 2' - 8"B1011 1' - 2" 2' - 0"B1012 1' - 2" 2' - 0"B1013 1' - 2" 2' - 0"

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296-

8898

KU # 088-8941

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HALL

ENG

INEE

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

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LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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CONCRETE BEAMSCHEDULE - SECOND

FLOOR

S702

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

oes

J. F

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2ND FLOOR CONCRETE BEAM SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEB2001 1' - 4" 3' - 0"B2002 1' - 0" 2' - 0"B2003 1' - 4" 2' - 0"B2004 1' - 4" 3' - 0"B2005 1' - 6" 3' - 0"B2006 1' - 4" 3' - 0"B2007 1' - 4" 3' - 0"B2008 1' - 4" 3' - 0"B2009 1' - 2" 2' - 2"B2010 1' - 4" 2' - 8"B2011 1' - 2" 2' - 0"B2012 1' - 2" 2' - 0"B2013 1' - 2" 2' - 0"

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6661

2-12

20Te

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8899

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785-

296-

8898

KU # 088-8941

D

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123456

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123456

D

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LEAR

NED

HALL

ENG

INEE

RING

EXP

ANSI

ON

PHAS

E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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CONCRETE BEAMSCHEDULE - THIRD

FLOOR

S703

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

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J. F

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3RD FLOOR CONCRETE BEAM SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEB3001 1' - 4" 3' - 0"B3002 1' - 0" 2' - 0"B3003 1' - 4" 2' - 0"B3004 1' - 4" 3' - 0"B3005 1' - 4" 3' - 0"B3006 1' - 4" 3' - 0"B3007 1' - 4" 3' - 0"B3008 1' - 4" 3' - 0"B3009 1' - 2" 2' - 2"B3010 1' - 2" 2' - 2"B3011 1' - 4" 2' - 8"B3012 1' - 2" 2' - 0"B3013 1' - 2" 2' - 0"B3014 1' - 2" 2' - 0"

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ARCHITECTURAL:

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RESEARCH FACILITIES DESIGN

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CONCRETE BEAMSCHEDULE - ROOF

LEVEL

S704

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13

DESIGNDEVELOPMENT

68150

T. M

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J. F

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ROOF LEVEL CONCRETE BEAM SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEB4001 1' - 4" 2' - 0"B4002 1' - 4" 2' - 0"B4003 1' - 4" 2' - 0"B4004 1' - 4" 2' - 0"

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E 2

2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

2/14

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CONCRETE GIRDERSCHEDULE - FIRST

FLOOR

S711

02.1

4.20

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DESIGNDEVELOPMENT

68150

T. M

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1ST FLOOR CONCRETE GIRDER SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEG1001 2' - 4" 3' - 0"G1002 2' - 4" 3' - 0"G1003 2' - 4" 3' - 0"G1004 2' - 4" 3' - 0"G1005 2' - 4" 3' - 0"G1006 2' - 4" 3' - 0"G1007 2' - 4" 3' - 0"G1008 2' - 4" 3' - 0"G1009 2' - 4" 3' - 0"G1010 2' - 4" 3' - 0"G1011 2' - 4" 3' - 0"G1012 2' - 4" 3' - 0"G1013 2' - 4" 3' - 0"G1014 2' - 4" 3' - 0"G1015 2' - 4" 3' - 0"G1016 2' - 4" 3' - 0"G1017 2' - 4" 3' - 0"G1018 2' - 4" 3' - 0"G1019 2' - 4" 3' - 0"G1020 2' - 4" 3' - 0"G1021 2' - 4" 3' - 0"G1022 2' - 4" 3' - 0"G1023 2' - 4" 3' - 0"G1024 2' - 4" 2' - 2"G1025 2' - 4" 2' - 2"G1026 2' - 4" 2' - 2"G1027 2' - 4" 2' - 8"G1028 2' - 4" 2' - 2"

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KU # 088-8941

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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CONCRETE GIRDERSCHEDULE - SECOND

FLOOR

S712

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

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J. F

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2ND FLOOR CONCRETE GIRDER SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEG2001 2' - 4" 3' - 0"G2002 2' - 4" 3' - 0"G2003 2' - 4" 3' - 0"G2004 2' - 4" 3' - 0"G2005 2' - 4" 3' - 0"G2006 2' - 4" 3' - 0"G2007 2' - 4" 3' - 0"G2008 2' - 4" 3' - 0"G2009 2' - 4" 3' - 0"G2010 2' - 4" 3' - 0"G2011 2' - 4" 3' - 0"G2012 2' - 4" 3' - 0"G2013 2' - 4" 3' - 0"G2014 2' - 4" 3' - 0"G2015 2' - 4" 3' - 0"G2016 2' - 4" 3' - 0"G2017 2' - 4" 3' - 0"G2018 2' - 4" 3' - 0"G2019 2' - 4" 3' - 0"G2020 2' - 4" 3' - 0"G2021 2' - 4" 2' - 2"G2022 2' - 4" 2' - 2"G2023 2' - 4" 2' - 2"G2024 2' - 4" 2' - 2"G2025 2' - 4" 2' - 8"

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123456

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

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LANDSCAPE:

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LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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CONCRETE GIRDERSCHEDULE - THIRD

FLOOR

S713

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DESIGNDEVELOPMENT

68150

T. M

oes

J. F

ei

3RD FLOOR CONCRETE GIRDER SCHEDULE

MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEG3001 2' - 4" 3' - 0"G3002 2' - 4" 3' - 0"G3003 2' - 4" 3' - 0"G3004 2' - 4" 3' - 0"G3005 2' - 4" 3' - 0"G3006 2' - 4" 3' - 0"G3007 2' - 4" 3' - 0"G3008 2' - 4" 3' - 0"G3009 2' - 4" 3' - 0"G3010 2' - 4" 3' - 0"G3011 2' - 4" 3' - 0"G3012 2' - 4" 3' - 0"G3013 2' - 4" 3' - 0"G3014 2' - 4" 3' - 0"G3015 2' - 4" 3' - 0"G3016 2' - 4" 3' - 0"G3017 2' - 4" 3' - 0"G3018 2' - 4" 3' - 0"G3019 2' - 4" 3' - 0"G3020 2' - 4" 2' - 2"G3021 2' - 4" 2' - 2"G3022 2' - 4" 2' - 2"G3023 2' - 4" 2' - 8"G3024 2' - 4" 2' - 2"

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KU # 088-8941

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123456

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123456

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PHAS

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2012 Treanor Architects, P.A.c

ARCHITECTURAL:

M.E.P:

CIVIL/CHILLER ENGINEER

LANDSCAPE:

STRUCTURAL:

LABORATORY PLANNER:

RESEARCH FACILITIES DESIGN

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CONCRETE GIRDERSCHEDULE - ROOF

LEVEL

S714

02.1

4.20

13

DESIGNDEVELOPMENT

68150

T. M

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MARK

SIZE MAIN REINFORCEMENT MAIN REINFORCEMENT MAIN REINFORCEMENT STIRRUPS (TYPICAL) STIRRUPS (END)

REMARKSWIDTH DEPTHTOP BARS @ LEFT SUPPORT BOTTOM BARS TOP BARS @ RIGHT SUPPORT

SIZE SPACING TYPE SIZE SPACING TYPE DISTANCE# & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPE # & SIZE TYPEG4001 2' - 4" 2' - 0"G4002 2' - 4" 2' - 0"G4003 2' - 4" 2' - 0"G4004 2' - 4" 2' - 0"G4005 2' - 4" 2' - 0"G4006 2' - 4" 2' - 0"G4007 2' - 4" 2' - 0"G4008 2' - 4" 2' - 0"G4009 2' - 4" 2' - 0"G4010 2' - 4" 2' - 0"G4011 2' - 4" 2' - 0"G4012 2' - 4" 2' - 0"G4013 2' - 4" 2' - 0"G4014 2' - 4" 2' - 0"G4015 2' - 4" 2' - 0"G4016 2' - 4" 2' - 0"